NASA Technical Memorandum 104572 //v-_-/_ NASA Space Geodesy Program--- GSFC Data Analysis--1992 Final Report of the Crustal Dynamics Project VLBI Geodetic Results 1979-91 J.W. Ryan, C. Ma, and D.S. Caprette February 1993 (HASA-T.'4- IO4572 } NASA SPACE G{:_DESY PR(TGR.AM: GSFC :_,.2ATA ANALYSIS, 1992o CRUSTAL DYNAMICS PP!_JECT VL:-:[ GEODETIC .4ESULTS, 1979 - 1991 Fin _l R_,porL (NASA) 471 p N93-20900 Unclas G31_6 0150352 https://ntrs.nasa.gov/search.jsp?R=19930011711 2020-03-17T08:08:09+00:00Z
482
Embed
NASA Space Geodesy Program--- GSFC Data Analysis--1992
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
NASA Technical Memorandum 104572//v-_-/_
NASA Space Geodesy Program---
GSFC Data Analysis--1992
Final Report of the Crustal Dynamics ProjectVLBI Geodetic Results 1979-91
7.342 HALEAKAL to KAUAI ........ 7.2227.343 HALEAKAL to MOJAVE12 ...... 7.222
7.344 HARTRAO to HOBART26 ...... 7.222
7.345 HARTRAO to KASHIM34 ....... 7.223
7.346 HARTRAO to KASHIMA ....... 7.223
7.347 HARTRAO to KAUAI ......... 7.223
7.348 HARTRAO to MATERA ....... 7.223
7.349 HARTRAO to MOJAVE12 ...... 7.224
7.350 HARTRAO to NOTO .......... 7.224
7.351 HARTRAO to NRAO85 3 ....... 7.224
7.352 HARTRAO to SANTIA12 ....... 7.224
7.353 HARTRAO to SESHAN25 ....... 7.224
7.354 HARTRAO to SEST ........... 7.2257.355 HATCREEK to HAYSTACK ..... 7.225
7.356 HATCREEK to JPL MV1 ....... 7.225
7.357 HATCREEK to KASHIM34 ...... 7.225
7.358 HATCREEK to KODIAK ....... 7.225
7.359 HATCREEK to MAMMOTHL ... 7.225
7.360 HATCREEK to PINFLATS ...... 7.225
7.361 HATCREEK to PVERDES ...... 7.225
7.362 HATCREEK to SANPAULA ..... 7.226
7.363 HATCREEK to SNDPOINT ...... 7.226
7.364 HATCREEK to YAKATAGA .... 7.226
7.365 HAYSTACK to KASHIM34 ...... 7.226
7.366 HAYSTACK to KASHIMA ...... 7.226
7.367 HAYSTACK to KODIAK ....... 7.226
7.368 HAYSTACK to MARPOINT ..... 7.226
7.369 HAYSTACK to MEDICINA ...... 7.2267.370 HAYSTACK to PIETOWN ...... 7.227
7.371 HAYSTACK to PLATTVIL ...... 7.227
7.372 HAYSTACK to PRESIDIO ...... 7.227
7.373 HAYSTACK to ROBLED32 ...... 7.227
7.374 HAYSTACK to VNDNBERG ..... 7.227
7.375 HAYSTACK to YAKATAGA ..... 7.227
7.376 HOBART26 to KASHIM34 ....... 7.227
7.377 HOBART26 to KASHIMA ...... 7.228
7.378 HOBART26 to MOJAVE12 ...... 7.228
7.379 HOBART26 to NOBEY 6M ...... 7.228
7.380 HOBART26 to ONSALA60 ...... 7.229
7.381
7.382
7.383
7.384
7.385
7.386
7.387
7.388
7.389
7.390
7.391
7.392
7.393
7.3947.395
7.396
7.397
7.398
7399
7.400
7.401
7.402
7.403
7.404
7.405
7.4067.407
7.408
7.409
7.410
7.411
7.412
7.413
7.414
7.415
7.416
7.417
7.418
7.419
7.420
7.4217.422
7.423
7.424
7.425
7.426
7.427
7.428
7.429
7.430
7.431
7.432
7.433
HOBART26 to SANTIA12 ....... 7.229
HOBART26 to SESHAN25 ....... 7.229
HOBART26 to SEST ........... 7.229
HOBART26 to WESTFORD ..... 7.229
HOBART26 to WETTZELL ...... 7.229
HOHENFRG to MOJAVE12 ..... 7.230HOHENFRG to NOTO ........ 7.230
HOHENFRG to RICHMOND .... 7.230
HOHENFRG to WESTFORD .... 7.230
HOHENFRG to WETTZELL ..... 7.230
HRAS 085 to JPL MV1 ......... 7.230
HRAS 085 to KODIAK ......... 7.230HRAS 085 to LEONRDOK ...... 7.231
HRAS 085 to MAMMOTHL ..... 7.231
HRAS 085 to MARPOINT ....... 7.231
HRAS 085 to MCD 7850 ......... 7.231
HRAS 085 to MEDICINA ....... 7.231HRAS 085 to MILESMON ....... 7.231
HRAS 085 to NRAO85 3 ........ 7.231
HRAS 085 to PENTICTN ........ 7.232
HRAS 085 to PIETOWN ........ 7.232
HRAS 085 to PINFLATS ........ 7.232
HRAS 085 to PRESIDIO ........ 7.232
HRAS 085 to PT REYES ........ 7.232
HRAS 085 to ROBLED32 ....... 7.232HRAS 085 to YELLOWKN ...... 7.232
JPL MV1 to MON PEAK ........ 7.233
JPL MV1 to PRESIDIO ......... 7.233
JPL MV1 to QUINCY .......... 7.233KASHIM34 to KASHIMA ....... 7.233
KASHIM34 to KAUAI ......... 7.233
KASHIM34 to MARCUS ........ 7.233
KASHIM34 to MEDICINA ....... 7.233
KASHIM34 to MOJAVE12 ....... 7.234
KASHIM34 to NOBEY 6M ...... 7.234
KASHIM34 to ONSALA60 ....... 7.234
KASHIM34 to SANTIA12 ........ 7.234
KASHIM34 to SESHAN25 ....... 7.234KASHIM34 to SEST ........... 7.234
KASHIM34 to SINTOTU ....... 7.235
KASHIM34 to WESTFORD ...... 7.235
KASHIM34 to WETTZELL ...... 7.235
KASHIMA to MARCUS ........ 7.235
KASHIMA to MEDICINA ....... 7.235
KASHIMA to MIYAZAKI ....... 7.235
KASHIMA to MIZUSGSI ........ 7.235
KASHIMA to NOBEY 6M ....... 7.235
KASHIMA to SHANGHAI ....... 7.236
KASHIMA to SINTOTU ........ 7.236
KASHIMA to TITIJIMA ........ 7.236
KASHIMA to USUDA64 ........ 7.236
KASHIMA to WHTHORSE ...... 7.236
KAUAI to LA-VLBA .......... 7.236
vii
7.4347.4357.4367.4377.4387.4397.4407.4417.442
KAUAIto MARPOINT......... 7.236KAUAI to MATERA .......... 7.237KAUAI to NOTO ............. 7.237KAUAI to ONSALA60 .......... 7.237
KAUAI to PIETOWN .......... 7.237
KAUAI to SANTIA12 ........... 7.237
KAUAI to SEST .............. 7.237
KAUAI to SHANGHAI ......... 7.238
KAUAI to WESTFORD ......... 7.238
7.443 KAUAI to WETTZELL ......... 7.238
7.444 KAUAI to WHTHORSE ........ 7.238
7.445 KODIAK to WESTFORD ....... 7.239
7.446
7.4477.448
7.449
7.450
7.451
7.452
7.453
7.454
7.455
7.456
7.457
7.4587.459
7.460
7.461
7.462
7.463
7.464
7.465
7.466
7.467
7.468
7.469
7.470
7.471
7.4727.473
7.474
7.475
7.476
7.477
7.478
7.479
7.480
7.481
7.482
7.483
7.484
7.485
7.486
KWAJAL26 to SESHAN25 ....... 7.239
LA-VLBA to MOJAVE12 ........ 7.239LA-VLBA to PIETOWN ........ 7.239
LA-VLBA to WESTFORD ....... 7.239
LA-VLBA to WETTZELL ....... 7.240LEON-RDOK to RICHMOND .... 7.240
LEONRDOK to WESTFORD .... 7.240
MAMMOTHL to VNDNBERG ... 7.240
MARCUS to SESHAN25 ........ 7.240MARPOINT to MEDICINA ...... 7.240
MARPOINT to NOTO ......... 7.240
MARPOINT to NRAO85 3 ....... 7.241
MARPOINT to ONSALA60 ...... 7.241
MARPOINT to OVRO 130 ....... 7.241MATERA to MEDICINA ........ 7.241
MATERA to MOJAVE12 ........ 7.241
MATERA to NOTO ........... 7.241
MATERA to NRAO85 3 ........ 7.242
MATERA to ONSALA60 ........ 7242
MATERA to RICHMOND ....... 7.242
MATERA to WESTFORD ....... 7.242
MATERA to WETTZELL ....... 7.242
MCD 7850 to MOJAVE12 ....... 7.243
MCD 7850 to PIETOWN ........ 7.243
MCD 7850 to WESTFORD ....... 7.243
MEDICINA to NOTO .......... 7243
MEDICINA to RICHMOND ..... 7243
MEDICINA to SESHAN25 ....... 7.243MEDICINA to WE.STFORD ..... 7.244
METSHOVI to MOJAVE12 ...... 7.244
METSHOVI to ONSALA60 ...... 7.244
METSHOVI to RICHMOND ..... 7.244
METSHOVI to WESTFORD ..... 7.244
METSHOVI to WETTZELL ..... 7.245
MILESMON to MOJAVE12 ...... 7.245
MILESMON to WESTFORD ..... 7.245MOJAVE12 to NOBEY 6M ...... 7.245
MOJAVE12 to NOME ......... 7.245
MOJAVE12 to NRAO 140 ....... 7.245
MOJAVE12 to OCOTILLO ...... 7.245
MOJAVE12 to OVR 7853 ........ 7.246
7.487
7.488
7.489
7.490
7.491
7.492
7.493
7.494
7.4957.496
7.497
7.498
7.499
7.500
7.501
7302
7.503
7.504
7.505
7.506
7.507
7.5087.509
7.510
7.511
7.512
7.5137.514
7.515
7.516
7.517
7.518
7.519
7,5207.521
7.522
7.5237.524
7.525
7.526
7.527
7.528
7.529
7.530
7.531
7.532
7.533
7.534
7.5357.536
7.537
7.538
7.539
MOJAVE12 to PENTICTN ....... 7.246
MOJAVE12 to SANTIA12 ....... 7.246
MOJAVE12 to SEATTLE1 ....... 7.246
MOJAVE12 to SEST ........... 7.246
MOJAVE12 to SOURDOGH ..... 7.246
MOJAVE12 to TROMSONO ..... 7.246
MOJAVE12 to VICTORIA ....... 7.247
MOJAVE12 to WHTHORSE ..... 7.247
MOJAVE12 to YLOW7296 ....... 7.247
MOJ 7288 to MOJAVE12 ........ 7.247MOJ 7288 to OVRO 130 ......... 7.247
MOJ 7288 to OVR 7853 ......... 7.247
MON PEAK to WESTFORD ..... 7.247
NOME to SNDPOINT .......... 7.248
NOME to WESTFORD ......... 7.248
NOTO to NRAO85 3 ........... 7.248
NRAO85 3 to WETTZELL ....... 7.248
NtLAO 140 to NRAO85 3 ........ 7.248
NtLAO 140 to ONSALA60 ....... 7.248
NRAO 140 to RICHMOND ...... 7.248
OCOTILLO to OVRO 130 ....... 7.248
OCOTILLO to PVERDES ...... 7.249
OCOTILLO to VNDNBERG ..... 7.249ONSALA60 to ROBLED32 ....... 7.249
ONSALA60 to SEST ........... 7.249
ONSAI.,A60 to TROMSONO ..... 7.249
OVRO 130 to PVERDES ....... 7.249
OVRO 130 to SANPAULA ....... 7.249OVR 7853 to OVRO 130 ........ 7.249
PBLOSSOM to SANPAULA ...... 7.250
PENTICTN to WESTFORD ...... 7.250
PENTICTN to YELLOWKN ..... 7.250
PIETOWN to WETTZELL ....... 7.250
PINFI.ATS to PVERDES ....... 7.250
PLATrVIL to VERNAL ........ 7.250PRESIDIO to PT REYES ........ 7.250
PRESIDIO to WESTFORD ...... 7.251PRESIDIO to YLOW7296 ....... 7.251
PRESIDIO to YUMA .......... 7.251
PT REYES to WESTFORD ...... 7.251
PT REYES to YLOW7296 ....... 7.251
PT REYES to YUMA .......... 7.251
QUINCY to WESTFORD ....... 7.251
RICHMOND to TROMSONO .... 7.252
RICHMOND to YLOW7296 ...... 7.252
ROBLED32 to WESTFORD ..... 7.252
SANTIA12 to SESHAN25 ........ 7.252
SANTIA12 to WESTFORD ...... 7.252
SANTIA12 to WETTZELL ....... 7.252SEATrLE1 to WESTFORD ...... 7.252
SESHAN25 to WESTFORD ...... 7.252
SESHAN25 to WETrZELL ...... 7.253
SEST to WESTFORD .......... 7.253
ooo
VIII
7.540
7.541
7.542
7.543
7.544
7.545
7.546
7.547
7.548
7.5497.550
7.551
7.552
7.553
SINTOTU to USUDA64 ........ 7.253
SNDPOINT to VNDNBERG ..... 7.253
SNDPOINT to WESTFORD ...... 7.253
SOURDOGH to WESTFORD .... 7.253
SOURDOGH to WHTHORSE .... 7.254
TROMSONO to WESTFORD .... 7.254
TROMSONO to wETrZELL ..... 7.254
TRYSILNO to WESTFORD ...... 7.254
TRYSILNO to WETrZELL ...... 7.254VERNAL to VNDN-BERG ....... 7.254
VERNAL to WESTFORD ....... 7.254
VERNAL to YUMA ........... 7.255
VICTORIA to WESTFORD ...... 7.255
VNDNBERG to WF_.STFORD .... 7.255
7.554 VNDN-BERG to WHTHORSE .... 7.255
7.555 WESTFORD to WHTHORSE .... 7.255
7.556 WESTFORD to YAKATAGA .... 7.255
7.557 WESTFORD to YLOW7296 ...... 7.256
8.0 Site Coordinates by Session from GLB868 . 8.1
9.0 Earth Rotation and Nutation from GLB867 9.1
9.1 Polar Motion 1979 - 1983 ........... 9.2
9.2 Polar Motion 1984 - 1986 ........... 9.2
9.3 Polar Motion 1987 - 1990 ........... 9.3
9.4 Polar Motion 1991 ................ 9.3
9.4 Variation in UT1 - TAI ............ 9.4
9.5 CDP VLBI Nutation Offsets to IAU 1980 9.5
ix
FINAL CRUSTAL DYNAMICS PROJECT DATA ANALYSIS
L INTRODUCTION
This report documents the final results obtained bythe Goddard Crustal Dynamics Project VLBI Data
Analysis Team from the analysis of the Mark II/
VLBI geodetic data available to the Crustal Dynamics
Project (CDP) from 1979 to 1991, inclusive. These
results are available from the Crustal Dynamics Data
Information System (CDDIS) in printed form, on
computer tape, on 3.5 _ IBM-PC diskettes, or
electronically. Future reports will be continued by the
NASA Space Geodesy Program--GSFC supporting the
activities of the NASA headquarters Dynamics of the
Solid Earth program.
There are significant differences, summarized below,
between the data and analysis presented in this year's
annual report and those of previous years.
* The a priori right ascension of the quasar radio
source 0420-014, which has less structure resolvable on
long baselines than 3C273B, is used to define the
origin of right ascension for the celestial referenceframe.
• The terrestrial reference frame in the current
report is defined within a single terrestrial reference
frame solution using all data, fixed and mobile, rather
than using two solutions.
• November 22, 1985 is the reference day fornutation and Earth orientation rather than November
6, 1986 as the Earth orientation parameters (EOP) inthe session conducted on the former date have smaller
1-a standard statistical errors.
• The United States Naval Observatory (USNO)
concrete series, a daily series, was used for a prioriEOP values.
• EOP rates were not estimated within the solutions.
• Kalman filtering was applied to the EOP series
generated in the celestial and terrestrial reference
frame solution to generate an a priori VLBI EOP filefor use in the baseline solution.
• A continuous, piecewise-linear position model was
used for the position of HRAS 085.
The origin of the terrestrial reference frame in the
current solution is not as close to the origin of the1990 International Terrestrial Reference Frame
(ITRF90) (Boucher, 1990) as in the previous annual
report. Also, the results from the WESTFORD
antenna are no longer mapped to HAYSTACK in the
tables for HAYSTACK as in some previous annual
reports.
A VLBI delay model contained in the International
Earth Rotation Service 0ERS) standards (McCarthy,
1989) was used for the analysis. The model has a
comprehensive treatment of special and general
relativity and is correct at the level of a few
picoseconds. The baseline lengths are in a geocentriccoordinate frame in the general relativistic sense.
Data from fixed stations, mobile sites, and
transportable antennas obtained in observing sessionssponsored by the CDP, the Geosdence Laboratory
(GSL)-formerly the National Geodetic Survey (NGS),
the U.S. Naval Observatory CUSNO), three German
organizations--the Institute of Applied Geodesy
(IfAG), the Geodetic Institute of the University ofBonn, and the Geodetic Research Institute, and four
Japanese institutions--the Geographical Survey
Institute (GSI), the National Astronomical
Observatory (NAO), the Communications Research
Laboratory (CRL), and the National SpaceDevelopment Agency (NASDA) are included in this
report. The fixed and mobile data are combined in
the analysis and presented together. The VLBI group
delay observable is primarily used in the analysis.
Phase delay observations are only used in five sessions
discussed below. Much of the material is presented
graphically to give the user greater insight into data
quality and geodynamic implications. However, all the
underlying results are available in themachine-readable version of this report. The results
presented here are complete in that they include all
available relevant V'LBI data and supersede results
given in previous reports. The values were estimated
from two new least-squares adjustments designated
GLB867 and GLB868, which are discussed in sectionIV.
Site velocities have been estimated directly for 63
sites. Sufficient data are lacking to estimate velocitiesfor another 32 sites. One site, HRAS 085, was treated
as a special case, discussed later. These site velocities
are tabulated with reference positions at January 1,
1988 in geocentric Cartesian coordinates. Thecorrelation matrix for these positions and velocities is
included so that the site positions and uncertainties
can be extrapolated to other epochs. Additionally,
annual site positions and uncertainties for 1979-95derived from these velocities are tabulated for ease of
interpolation. Velocities for these same sites are also
tabulated in topocentric coordinates; horizontal rates,
azimuths and 1-o standard statistical error ellipsoid
parameters are included. The velocities are also given
in the no-net-rotation NUVEL-1 tectonic plate motion
model (Argus and Gordon, 1991).
Each tabular section of this report is introduced by a
page that describes the section contents in detail. The
information on these introductory pages is collected inthe file CONTENTS.92 in the machine-readable
version.
II. DATA
A. Instrumentation
The Mark HI instrumentation is described in detail by
Rogers et al. (1983) and Clark et a/. (1985). Its mostimportant characteristic is the ability to sample and
record up to 28 discrete frequency channels
simultaneously, each up to 4-MHz in bandwidth. The
standard CDP practice was to use 14 frequency
channels of 2-MHz bandwidth, 8 applied to X-band
(spanning 360 MHz around 8.4 GHz) and 6 to S-band
(spanning 85 MHz near 2.3 GHz). Some CDP
research and development sessions and some USNO
sessions starting in September 1991 used twice the
standard spanned bandwidth and twice the standard
single channel bandwidth. Observations on individualsources run from 90 to 800 seconds. Real-time
logging of barometric pressure, temperature, relative
humidity, and cable length calibrations is an integral
part of the Mark III system. Hydrogen masers serve
as both time and frequency standards for all observing
sessions. Phase calibration tones are injected into the
receiver front end providing reference signals to
remove instrumental dispersion.
B. Observing Programs
The CDP made VLBI measurements in several
geographic areas on different scales, as describedbelow. In addition, the GSL with IfAG and other
agencies coordinates the IRIS program, which
observes for 24 hours at regular intervals to monitor
Earth rotation. Similarly, the USNO NAVNET
program also monitors Earth rotation with another
network. Data from the CDP, the USNO, the
NGS/GSL, the GSI, and the Geodetic Institute of the
University of Bonn, are the basis for the current
analysis. There exist high-precision Mark III VLBIdata that are not included here. These include CDP
source surveys, IRIS daily 1-hour UT1 sessions, and
some observations sponsored by the Deep SpaceNetwork, the U.S. Naval Observatory and the Naval
Research Laboratory for astrometry and Earthrotation.
Mobile measurements use the Mark III recording.
logging and timing systems described above for allVLBI observations. The antennas are mounted on
platforms and the electronics are contained in trailers,
both of which can be transported by truck, air, or
barge. Mobile observations always employ severalfixed-base stations and one or more mobile units.
The unit designated MV-1, the original mobile system,was stationed at the Vandenberg Air Force Base in1983 and used there as a base station until the
summer of 1990. It was later moved to Yellowknife
(YLOW7296) where it went into service in thesummer of 1991. After CDP mobile operations
ceased in the summer of 1991, the MV-2 system was
deployed in Europe. MV-3 was moved permanentlyto the Goddard Space Flight Center as part of the
Goddard Geophysical and Astronomical Observatory
(GGAO).
The vector from a ground geodetic monument to the
VLBI reference point of the mobile antenna
(eccentricity) is recorded for each session. A single
reference geodetic monument is used at each mobile
site although the antenna may have been placed overdifferent monuments for different site occupations.
The eccentricity data were compiled by the NGS/GSLfor the CDP and are available in the
machine-readable version of this report in a filenamed ECCDAT.
The GSI employs a transportable 5-m antenna at
some Japanese sites. This system is assembled on apermanent foundation for the duration of a campaign
and then is disassembled and transported to another
site. No eccentricity is applied at the GSI sites.
Consequently the VLBI position is at the intersectionof the antenna axes.
2
Theresultspresented here use the complete mobile
data set for the period 1982-91. Earlier
single-frequency experiments are unusable because of
the inability to calibrate the ionosphere.
The purposes of the various observing programsinclude:
Advance Technolq_ Development (ATD), CDP
sessions to test and improve observing strategies usingfixed stations in North America.
Alaska, CDP sessions to monitor motions at several
Alaskan mobile sites including three sites in seismic
gaps near the boundary between the Pacific and North
American plates. The last observations in this
program were in the summer of 1990. There are
currently no plans to continue the program.
Atlantic, U.S. to Europe sessions sponsored by the
CDP designed to measure motion between North
America and Europe.
California, mobile sessions sponsored by the CDP
carried out to measure regional deformation and
episodic motion in California especially at sitesassociated with the San Andreas fault. The last of
these observations were made in the summer of 1991
and there are no plans for further measurements.
East Atlantic, U.S. to Europe sessions sponsored bythe CDP to measure motion between North America
and Europe with emphasis on European stations.
Europe mobile, mobile observing sessions carried out
by the NGS/GSL for various European agencies atBREST, CARNUSTY, GRASSE, HOHENFRG,METSOHVI, TROMSONO and TRYSILNO.
German Transasia, sessions sponsored by the
Geodetic Institute of the University of Bonn, using
stations in Germany, South Africa, China, and Japan.
Global, sessions sponsored by the CDP designed to
measure a network spanning the Earth.
Japan CRL, session sponsored by the CRL todetermine the local tie between KASHIMA and
KASHIM34.
Japan GSI, sessions sponsored by the GSI using fixed
stations and a transportable 5-m antenna to provide
fiducial points and to measure regional deformation in
and around Japan.
Intra-Europe, sessions sponsored by various agencies
using fixed stations to measure networks within
Europe.
IRIS-A and POLARIS, NGS-sponsored sessions
designed primarily to monitor Earth rotation.
POLARIS sessions began in November 1980 withHAYSTACK and HRAS 085 and were scheduled
every 7 days. ONSALA60 participated monthly when
possible. HAYSTACK was replaced by WESTFORD
in June 1981. In August 1983 operations were
increased to five-day intervals. Two new stations,
RICHMOND and WETI'ZELL, were brought on-linein late 1983 and IRIS-A became fully operational in
1984. HRAS 085 was replaced with MOJAVE12
during the summer of 1989. Until April 1991 IRIS-A
undertook one 24-hour session every 5 days with
MOJAVE12, RICHMOND, WESTFORD, and
WETTZELL with the monthly participation of
ONSALA60. (Since then, IRIS-A and NAVNET each
observe once a week.) Whenever possible,
ONSALA60 continues to observe monthly.
MEDICINA also participates occasionally.
Operational support of the IRIS network passed fromthe NGS to the GSL in October 1991.
IRIS-A EUR {European), sessions scheduled by
adding a mobile unit at a European site during a
regularly scheduled IRIS-A session.
IRIS-P (Pacific), observing sessions carried out by the
Japanese NAO Earth Rotation Division using
KASHIMA, KASHIM34, NOBEY 6M and stations inthe U.S. and Australia.
IRIS-S (South Africa), observing sessions carried out
by the NGS/GSL using HARTRAO and the IRIS-A
stations in Europe and the U.S.
Local Survey Ties, mobile sessions involving short
baselines for establishing local ties between
fixed-antenna reference points and ground monuments
used in other (such as satellite laser ranging or Global
Positioning System) networks.
MERIT, a series of sessions in 1980 sponsored by the
International Association for Geodesy and the
International Union for Geodesy and Geophysics to
prove the efficacy of modern techniques in monitoring
3
Earth rotation.
NCMN (National Crustal Motion Network), NGS-
sponsored sessions to establish a grid of fiducial pointsacross the U.S.
NAVEX, USNO NAVNET sessions with the addition
of a European station to the network to improve thedetermination of UT1.
NAVNET, USNO sessions designed to obtain precisemeasurement of Earth orientation and nutation
parameters using only U.S. stations.
North American Plate _, transcontinental
sessions sponsored by the CDP designed to measure
the internal stability of the North American Plate.
Pacific, CDP sessions designed to measure networksin the Pacific Basin.
Polar, CDP sessions involving stations in Europe, the
conterminous U.S., Alaska, and Japan. These sessions
link the global VLBI reference frame by using stationsthat typically do not observe together in the samenetwork.
Research and Development, CDP sessions designed to
test innovations in hardware and scheduling
techniques.
Transasia, sessions sponsored by the CDP using fixed
stations in Europe, Africa, Australia, and Asia.
Trans-U.S, sessions sponsored by the CDP using fixedstations on the east and west coast of the U.S.
USNO Test, early USNO sessions done in preparationfor NAVNETs.
Western Canada, sessions using mobile units inwestern Canada and sometimes MV-1 at YeUowknife
to establish a grid of fiducial points and measure the
internal stability of the North American Plate.
Western U.S., mobile sessions sponsored by the CDP
to measure deformation across the Basin and RangeProvince and in the boundary zone between the North
American and Pacific plates. These sessions havebeen discontinued.
In Table 2.1 of this report each observing session
4
name is followed by a program name, often preceded
by the name of the sponsoring agency.
C. Phase Delay Observations
Phase delay observations were attempted in a total of
fifteen sessions. However, in the analysis presented in
this report phase delay data were only used in fivesessions, $84JAN07X, $84JAN14XP, $91MAY16X,
$91MAY30X, and $91JUN04X. The intrinsic
precision of the phase delay is considerably better
than that of the group delay, but the small size of the
phase delay ambiguity limits its geodetic applications
to short baselines or special schedules.
m. DATA AHALYSIS METHODS
A. Processing and Data Handling
Most of the CDP data discussed here were correlated
by the Haystack Mark HI correlator. Some IRIS datawere correlated at the Max Planck Institute for Radio
Astronomy in Bonn (FRG). Beginning in 1986, mostIRIS and some CDP data were processed at the
Washington correlator at the U.S. Naval Observatory.
All three correlators have identical designs, but their
capabilities depend on the number of tape drives and
high-density heads. Some data involving KASHIMA
were correlated at Kashima using the Japanese K-3
correlator. For the purposes of this report the output
of the four Mark IIl-compatible correlators can beconsidered indistinguishable. The output of these
correlators is sent to either the analysis center at the
Goddard Space Flight Center or similar centers at the
GSL in Rockville, MD, and the USNO in Washington,
DC where the data are organized by session and
frequency band into Mark III databases. Calibration
data, solar system ephemerides, Earth orientation
information, a priori parameter values, partial
derivatives, and theoretical delays and rates are added
to each database prior to actual data analysis. In the
analysis process information about editing ambiguity
resolution, solution parametrization, anddata-variance-modification is added to the databases.
The final database fdes are available to investigatorsfrom the CDDIS. The Mark HI Data Base System
utilities required to read the files have been
implemented on HP1000, VAX 11/780, and HP-9000
series 300, 700, and 800 computer systems.
B. Models
The models generaUy conform to the IERS standards(McCarthy, 1989), except the permanent tidecorrection, which is not applied. The a prioriprecession and nntation models are the J2000.0 andIAU 1980 models, respectively. Dally nutation offsetsare estimated to overcome the deficiencies in these
models. The a priori Earth orientation parametersfrom the USNO concrete series are interpolated toeach observation epoch and then modified by thestandard IERS model for short-period tidal variationsin UT1. Daily polar motion and UT1 values areestimated. The tidal potential used to compute theeffect of solid Earth tides is calculated using the JI'LDE 200 ephemeris; the values of the Love numbersare 0.60967 for Love h, 0.085 for Love 1, and zero for
the phase lag. A pole tide model is also used.General relativistic solar deflection and retardation is
modeled using 1.0 (Einstein's value) for _r. An axisoffset model is applied for each antenna where thepointing axes do not intersect. The internationallydefined value of the speed of fight (299,792,458.m/see) is used. The geophysical and astronomicalmodels are embodied in the program CALC 7.6developed by the Goddard VLBI group. Mark IIIobservations are calibrated for the delay caused bycharged particles in the line of sight (ionosphere andextraterrestrial plasma) by generating new observablesthat are linear combinations of the X-band and
S-band observations. To the extent that the delayeffects of charged particles have a purely inversefrequency-squared dependence, these new observablesare free of charged-particle effects.
The tropospheric delay is divided into twocomponents, the 'hydrostatic' delay (often loosely
called 'dry' delay) computed from total pressure anda 'wet' delay due to additional delay caused by watervapor. The hydrostatic delay for each observation iscalibrated using the Saastamoinen model(Saastamoinen, 1972) for the hydrostatic zenith delaymapped to the elevation of the observation with theMTr model (Herring, 1992), which requiresmeasurements of local pressure, temperature andhumidity. Sometimes, valid meteorologicalmeasurements were not available and site-dependentstatic values were substituted. The wet delay is notcalibrated. The entire effect is estimated using themethod described below in Section D.
electrical length of the cable carrying timing signalsfrom the maser frequency standard to the receiver, isapplied where available and useful.
C. The GLOBL Analysis System
The GLOBL analysis system supports the adjustmentof parameters using an arbitrarily large set of datawithin the memory limits of the Goddard VLBIworkstation facility. GLOBL is a batch extension ofthe interactive SOLVE system developed by theGoddard VLBI group and is used for all routine largesolutions. After a database for one observing sessionhas been fully updated using SOLVE, a 'superfile'retaining the necessary information is created. Thecomplete set of superfiles is the potential input toGLOBL. GLOBL processes the selected superfilessequentially, in each step applying arc parameterelimination and carrying the global parametersforward. See the appendix of Ma et aL (1990) for arigorous discussion of this process. 'Arc' parametersare those relevant only to a single database, e.g., clockand atmosphere parametrization for a single session,UT1 and polar motion, and daily nutationadjustments. 'Global' parameters are those whoseestimated values may be affected by more than oneobserving session, e.g., source positions and sitevelocities. Coefficients of the nutation series, theprecession constant, and Love numbers of the solidEarth tide are other possible global parameters.Depending on the purpose of the GLOBL solution,station coordinates can be treated as either global orarc parameters.
Since at each step GLOBL handles only the globalparameters and arc parameters required for a singledatabase, large solutions including many days of dataare possible using computers of modest size. Currentprogram and machine size constraints limit themaximum number of global parameters in onesolution to 1536 and the maximum number of arc and
global parameters to 1536 per arc. Sequentialprocessing does entail two passes through the data.After the first pass the values of the global parametersare known. The second pass is necessary to recoverthe arc parameter values and the solution statistics.The two passes give a solution that is identical to aconventional one-step, least-squares estimation of theentire ensemble of estimated parameters without theneed for inversion of enormous matrices.
Cable calibration, i.e., corrections for variations in the
D. Parametrization of the Site Troposphere andClock
SOLVE can model short-term variations in the
troposphere and clock at each site. For a given sitethe effects of tmcalibrated (primarily 'wet')tropospheric delay are modeled with a continuous,piecewise-linear function. This function models theevolution of the site's residual tropospheric zenithpath delay. The durations of the linear segments arespecified for a given solution and are uniform.Durations from 20 minutes to the length of theobserving session are possible, but a duration of 60minutes has been found to provide the degrees offreedom needed to accommodate most real,
uncalibrated troposphere variations. The troposphereparameters estimated using the MTT mappingfunction are the initial zenith path delay offset and theoffset at the endpoint of each linear segment. Theinitial offset is unconstrained, and the rates of eachsegment are constrained by assigning them an a priorivalue of 0 ps/hr and an uncertainty of 50 ps/hr. Thenominal slope constraint is based on a study of actualweather observations (Herring, personalcommunication; Treuhaft and Lanyi, 1987). For somesessions with unusual weather the rate constraint is
relaxed. However, over a wide range of
constraints-10 ps/hour to nearly unconstrainedrates--the geodetic parameters are virtually insensitiveto the size of the troposphere constraint, and theerrors of the geodetic parameters are sensitive only atthe level of a few percent. The critical element of thetroposphere estimation method is that it permitsshort-term variation in the residual troposphcrc whileenforcing continuity in the estimation.
Similarly, the dock estimation algorithm is designedto model short-term, random clock variations whileenforcing realistic physical constraints on continuityand rates of change. When all docks are'well-behaved' the algorithm is as follows: the clock atone site is designated the reference clock and thedifferences between that clock and the other siteclocks are modeled. These differences are modeledas the sum of two functions--a second-order
polynomial and a continuous, piecewise-linear functionwith an initial value of zero. The three coefficients of
the polynomial correspond to clock epoch offset, clockfrequency offset, and clock frequency drift. They areunconstrained in the solution because these
parameters can be arbitrarily large for real hydrogenmasers. In the piecewise-linear function, the offset at
the end of each linear segment is estimated.Typically, the linear segments are each one hour longand the rate of change is constrained to be consistentwith the Allan variance of a hydrogen maser at 1hour. For this report the normal constraint is 5 partsin 1014. In a few sessions docks performed poorly,
e.g., experiencing epoch jumps or substandardfrequency stability. These sessions require morecomplicated modeling beyond the scope of the presentdiscussion.
E. Earth Orientation Parameters
Different Earth orientation parameter series can beapplied during analysis by using the EOP partialderivatives to map the observables from the a priorivalues to new values. In addition, uncertainties andcorrelations associated with the EOP series can be
applied as an a priori covariance matrix. If an a prioriEOP covariance is applied and both EOP and site
positions are simultaneously adjusted as arcparameters, then the uncertainties associated with theinput EOP series will be correctly propagated into thesite and baseline components.
F. VLBI Observables
Two VLBI observables were used in some pastanalyses, group delay and phase delay rate. Tests withGLOBL solutions on large data sets show that thedelay rates may add noise to the baselinemeasurements as indicated by the consistency of linearbaseline evolution. Consequently, delay rate datawere not used for the results given in this report.
IV. DATA ANALYSIS RF_ULTS
A. Solution GLB867
The purpose of the GLB867 solution was to establishterrestrial and celestial reference frames and to
estimate EOP values, uncertainties, and correlationsfrom the ensemble of data available to the CDP,including POLARIS/IRIS, NAVNET and NAVEXsessions. Observations at less than five degreeselevation were excluded from this solution because of
the inability to adequately model the troposphere atelevations this low. Weak a priori uncertainties of 45milliarcseconds for X and Y pole offsets and 3 ms forUT1 were applied so that all three values could beestimated from single-baseline sessions.
The orientation of the celestial reference frame was
defined by the instantaneous values of precession andnutation for the reference day, November 22, 1985,
computed from the standard models and by holding
the fight ascension of the quasar 0420-014 fixed at its
a priori value. All other source coordinates were
adjusted as global parameters. The origin andorientation of the terrestrial reference frame were
defined by the following conditions. The coordinate
system was that in which the a priori motion of the
various plates is defined by the no-net-rotation
NUVEL-1 model of global tectonic plate motion. The
origin of the VLBI reference frame was defined by
the a priori position of WESTFORD at the station
reference epoch January 1, 1988. The orientation of
the frame was defined by the Earth orientation
interpolated from USNO Concrete series to the
epochs of the observations of the EOP reference dayNovember 22, 1985. Since the positions of stations
except WESTFORD and the velocities of stations with
sufficient data except WESTFORD and HRAS 085
were adjusted, further constraints were required for aweD-defined frame. The direction of the vector from
WESTFORD in Massachusetts to RICHMOND in
Florida was constrained to change according to the
NUVEL-1 model although the position of
RICHMOND and the magnitude of the vector were
adjusted.
The vertical rate at KAUAI was constrained to zero
to provide a good vertical definition. Several pairs of
sites, FORT ORD and FORTORDS, KASHIMA and
KASHIM34, DSS65 and ROBLED32, SESHAN25and SHANGHAI, KAUAI and HALEAKAL,
MOJAVE12 and MOJ 7288, and OVRO 130 and
OVR 7833 are geographically close enough to be
considered identical for geodetic purposes. The
velocities at these pairs of sites were linked, i.e.,
constrained to be equal after adjustment, to
strengthen the solution and to propagate the positions.
Stations whose velocities were not estimated, including
WESTFORD, moved according to the a priori
NUVEL-1 model. An episodic motion model, whichallows for discontinuous motion at individual sites, was
used for five sites: YAKATAGA, SOURDOGH,
WHTHORSE, PRESIDIO, and FORTORDS.
Because of its anomalous behavior, the position ofHRAS 085 was modeled with a continuous
piecewise-linear function (similar to that used to
model the tropospheric delay) with 2-month linear
segments and a rate constraint of 30 ram/yr.
These constraints served to define a robust reference
flame. The VLBI site coordinates and corresponding
EOP/nutation values provide a self-consistenttransformation between VLBI celestial and terrestrial
reference frames. The GLB867 solution included
864359 group delays in 1648 observing sessions, most
approximately 1 day long. There were 1080 global
parameters (station positions, selected stationvelocities, and source positions) and 326021 arc
parameters. There were 657379.2 degrees of freedom,
including fractional degrees of freedom associated
with the troposphere, dock, and EOP constraints.
The weighted rms fit was 43.5 ps and the reduced X z
was 1.06. The source positions in Table 3.1, the site
positions and velocities in Section 4 and 5, and theEarth orientation parameters plotted in Section 9 of
this Annual Report were generated by this solution.
B. Solution GLB868
The purpose of the GLB868 solution was to producetables of baseline evolution from the ensemble of
VLBI data without apriori assumptions about tectonic
plate motion. The station coordinates were therefore
treated as arc parameters, i.e., they were allowed to
vary from session to session, subject only to the
constraint of being estimated with a global set of
source coordinate values and an a priori EOP series.
The EOP information generated in GLB867 was firstculled to remove results from sessions for which EOP
were poorly determined. Typically, these were mobilesessions or sessions with single baselines, although the
single baseline POLARIS sessions were included to
avoid large gaps in the early data. These results were
then processed using a Kalman filter (Morabito, 1988)to produce a smoothed daily series that was then used
as the a priori EOP series in GLB868 to estimate
orthogonal baseline components and geocentric site
positions for each observing session.
The GLB868 solution included 864359 group delays in
1648 observing sessions. There were 318 global
parameters (source positions) and 340736 arc
parameters. There were 649293.3 degrees of freedom.The weighted rms fit was 42.8 ps and the reduced X 2
was 1.04. The baseline component results presented
in Section 6 and 7 were generated in GLB868.
7
C. Results
1. Station Coordinates and Velocities
Table 4.1 contains the position of each fixed stationand mobile site in geocentric Cartesian coordinates inthe VLBI reference frame at the station reference
epoch, January 1, 1988. The adjusted site velocitiesare also included with the position/velocity correlationmatrix in lower triangular form. Because of itsanomalous behavior, HRAS 085 has been tabulatedseparately in Table 4.2. Table 4.3 includes velocitiesand their respective 1-a error ellipses in topocentriccoordinates for the same sites. For each site in Table
423 the corresponding deviation from NUVEL-1velocities is included for comparison. These sameresults are available in machine-readable form with
the full station position and velocity correlation matrixcorresponding to Table 4.1. Sites whose velocitieswere assumed from NUVEL-1 can be identified in
these tables by zero uncertainties in velocity. Sitepositions and uncertainties at January 1 of each yearfrom 1979-95, also generated from solution GLB867,are found in Tables 5.1 through 5.17 of this report.Site positions and their associated uncertainties werepropagated using the reference epoch positions, thevelocities (either adjusted or NUVEL-1), and therelevant covariances. The position uncertainties donot change with time for sites whose velocities werenot adjusted, i.e., no provision has been made topropagate the errors of the underlying NUVEL-1model.
All mobile results are referred to ground monumentsusing the eccentricity data obtained during eachobserving session. The results for MV-1 atVandenberg and Yellowknife are aLso referred to aground monument. The fixed antenna results arereferred to a position in the antenna structure. Foran antenna with intersecting axes, the VLBI referencepoint is at the intersection of axes. For an offset axisantenna, the VLBI reference point is at the point ofintersection of the fixed axis with the planeperpendicular to the fixed a_ds containing the movingaxis. The CDP monument number of each mobile
ground monument and fixed-station antenna referencepoint is shown in Table 1.2.
Discontinuous motions have been suspected atWHTHORSE and observed at YAKATAGA and
SOURDOGH (/Via et al., 1990) and at some sites innorthern California, notably FORTORDS and
PRESIDIO (Clark et al., 1990). In the solutionGLB867 motions at these sites have been permitted toexhibit an instantaneous displacement on datescorresponding to the large earthquakes believedresponsible for the discontinuous behavior. The sitevelocities were assumed to be the same before and
after these displacements. Two entries for each ofthese stations appear in the tables of station positions.The first does not take into account the instantaneous
displacement, while the second does. HRAS 085 inTexas has also exhibited peculiar behavior.Consequently, no velocities were determined forHRAS 085. Instead positions have beenindependently determined using the continuouspiecewise-linear method with 2-month intervals and aconstraint of 30 mm/yr. These positions may befound in Table 4.2 tabulated by the beginning epochof each position.
The histograms of 1-a standard statistical errors intopocentric positions and velocities are given inFigures I and 2, respectively, separated for fixedstations and mobile sites. These histograms show thatthe east components are the best determined. Theeast component has smaller errors than the northcomponent due to the geometry of the observingnetworks. The up components are the most poorlydetermined because of the strong correlation betweenthe up and atmosphere parameters. The mobile sitecomponents are generally not as well determined asthe fixed station components, particularly in the updirection because of the inability of the mobilesystems to observe at low elevations. It should benoted that the position errors in the histograms are atthe station reference epoch, January 1, 1988. For astation with adjusted velocity, the errors are influencedby the strength of the velocity determination and thetime between the reference epoch and the meanobservation epoch for the station. For a station withvelocity fixed at the apriori NUVEL-1 value, the erroris applicable at the mean epoch of observations. Suchstations generally have single occupations that spanseveral days.
Included in this report are maps of the observedmotions of VLBI fixed stations and mobile sites. The
horizontal velocity vectors as determined by VLBI insolution GLB867 are shown with their respective 3-aerror ellipses. The NUVEL-1 plate motion modelwas used to determine a priori velocity vectors foreach site. These vectors, shown without error ellipses,are included on the map at each site and station for
Figure 1. One-a standard statistical errors (mm) in position at January 1, 1988.
F|xed Stations Mobile Sites
20
10
<1 1 2
20
10
3 4 $-10 10-20 >20 .t 4 b-lo 10-20 >20
Eost Eost
<1 1 2
20
10
,<1 1 2
20
10
3 4 5-10 10-20 >20 3 4
North North
<1 1 2 b--10 10--20 >20
20
10
<1 1 2
20
10
3 4 5-10 10-20 >ZO <1 1 2 3
Up Up
Figure 2. One-or standard statistical errors in velocity (mm/yr).
4 5-10 10-20 >20
0
Z
0
°_
0
I
°_
o_
I0
E ov
o
.1
0
0
!
v
.£00
o,,,_
11
v
0v
o
\
,,oOO
¢)t,q
¢D
¢)
¢D
bI
¢.)¢)
c_°m
L
b_
¢)
'G
C_
C_
i
12
HATCREEK
PTREYES
ORD
<
OVRO
VNDNBERG
Site velocity (mm/yr) pVI:'RDES
0 I0 20 30 40 50
E LY
130
PBLOSSOM
DEADMANL
,PINFLATS
BLKBUTTE
MONPEAK
YUMA
Figure 6. Southwestern U.S. site velocities (3-a error ellipses) from GLB867.
13
comparison. The plate that was assumed for each siteand station is shown in Table 1.2.
Figure 3 is a map of the fixed stations used forIRIS-A, IRIS-S, and Atlantic sessions and somestations in western North America. The close
agreement between the a priori and adjusted vectorsfor stations in eastern North America is a
consequence of the choice of stations (WESTFORDand RICHMOND) used to establish the VLBIterrestrial reference frame and the absence of
significant deformation.
Figures 4 through 6 are similar maps of fixed stationand selected mobile site velocities in and around the
Pacific, in Alaska and northwestern Canada, and inthe southwestern U.S. respectively.
The machine-readable report also contains thegeocentric, Cartesian coordinates of each fixed stationand mobile site for each session from solution
GLB868 arranged alphabetically and tabulatedchronologically. It should be noted that the positionfor a given epoch is in the coordinate system definedby the (arbitrary) reference station for that observingsession and that different sessions having unrelatedobserving networks will have different referencestations. The positions of the reference stations donot change with time. Estimated station coordinatesand correlations between station coordinates for each
observing session are also available, tabulated
chronologically in the machine-readable report.
2. Baseline Evolution
The evolution of each baseline is presented in threeorthogonal components: length, transverse, andvertical, illustrated below in figure 7. The baselinelength is the chord distance between the referencepoints at the two ends. The reference point for afixed station is within the antenna structure. The
reference point at a mobile site, at VNDNBERG, andat YLOW7296 is a ground survey monument near themobile antenna.
The transverse direction for a given baseline is definedby the cross product of the a priori baseline vector
from station I to station 2 with the a priori geocentricvector to station 2. The transverse component is theadjustment from the a priori baseline vector in thedirection perpendicular to the baseline vector anddirected toward the horizon at either site, and isdefined such that a clockwise rotation seen from
above is positive in sign.
The vertical direction is perpendicular to the lengthand transverse directions and is radially inward at thecenter of the baseline. For short baselines the
baseline vertical direction is close to the topocentricvertical direction at either site. The vertical
component is the adjustment from the a prioribaseline vector in the baseline vertical direction.
station 1 station 2
BASELINE
to center of Ear[h
A
[A
A
V
Figure 7. Baseline component axes. The figure is in the plane containing both the stations and the center ofthe Earth. Unit vectors i', '_, and _., for the length, transverse, and vertical components, respectively are shownat station 2. The unit vector in the transverse direction is directed outward from the page.
14
A positive change in the vertical component indicates
an upward displacement of station 1 with respect to
station 2. Note that a change in baseline length will
also cause a change in the baseline vertical
component, especially for longer baselines. Thevertical component is the most poorly determinedfrom VLBI data.
The transverse component is strongly dependent on aprecise, consistent orientation of the terrestrialreference frame as defined in an EOP series. For the
GLB868 solution the EOP series derived from
solution GLB867 was applied. The baseline evolutionplots for WESTFORD to GILCREEK, HRAS 085,
and RICHMOND clearly show transverse rates that
are larger than 25 times their respective errors. Thisis because the sites shared the motion of the North
American Plate in the a priori model of the solution
that produced the EOP series. Had the EOP series
been generated in solution with no a priori North
American plate motion these baselines would haveshown little or no transverse motion. The
uncertainties and correlations of the EOP values from
GLB867 were propagated by GLOBL into the errors
of the baseline components. The largest effect is on
the transverse error. The vertical error, being
dominated by other effects, is weakly affected and the
length error is independent of orientation.
Summaries of the relevant statistics of the baseline
components and their rates of change as determined
from the results of solution GLB868 appear in Tables
6.1 through 6.4 in this report. These tables include
the weighted mean baseline length values, the
weighted rms scatter about the mean length values,
and, where a useful value could be computed, themean rate of change of baseline length over the span
of the entire available data. The rate of change is not
presented if there were fewer than five observing
sessions or if the sessions did not span at least two
years. The baseline length at January 1, 1988 is alsotabulated for those baselines for which rates were
determined. The least-squares mean and rateestimates were based on the 1-a standard statistical
errors of the individual baseline length values. Thestated error for each mean and rate value was
computed by scaling the 1-a standard statistical error
from the least-squares estimate by the square root of
the reduced X 2 of the fit. The weighted rms fit of the
data about the best-fit line is also given where
relevant. Similar information is given for the
transverse and vertical components, except that the
mean and reference epoch values, being from anarbitrary origin, are omitted.
Section 7 (Figures 7-2 through 7-201 and Tables
7.202-7.557) present the time evolution of these same
baselines. The baseline results are presented in printin several forms: summaries of baseline rates and
consistency, plots of the three baseline components asfunctions of time with the line of best fit and a dashed
line showing the motion predicted by NUVEL-1, andtables of values for baselines with an insufficient
number of measurements for useful plotting. The
machine-readable report contains all the baseline data
arranged first alphabetically, then chronologically.
3. Earth Orientation Parameters
Earth orientation results from solution GLB867 are
presented graphically in print and are tabulated withtheir correlations in the machine-readable version.Because VLBI cannot measure absolute Earth
orientation, a reference day, November 22, 1985, was
selected to fro the geographic pole and UT1 angle.
The reference day X, Y, and UT1 values were linearlyinterpolated from the USNO concrete series, which is
a daily series.
The results from single-baseline sessions (POLARIS
and scattered others) are insensitive to Earth rotationsaround the baseline direction and therefore measure
only two components of Earth rotation. These two
components are linear combinations of UT1 and polar
motion. To handle these sessions in a mathematically
rigorous fashion, UT1 and both components of polar
motion are estimated using weak constraints. The
resulting EOP values, uncertainties, and correlationscorrectly represent the Earth rotation informationcontent of the sessions. It is critical that users of the
Earth rotation data from the single-baseline sessions
account for not only the values and their uncertaintiesbut also for the correlations.
The tabular values are the unmodified results from
the GLB867 solution. In particular, no smoothing has
been applied, and no corrections have been made toremove known tidal variations from the UT1 values.
For comparison with IERS Bulletin B values or othersmoothed series, the tidal terms should be removedfrom the UT1 values.
The nutation offsets from the IAU 1980 nutation
series, estimated in solution GLB867 for each session,
15
aretabulated in the machine-readable version and are
plotted in the printed report. These offsets are withrespect to the celestial pole of the reference day
November 22, 1985, which is defined by the
conventional precession and nutation models.
D. Uncertainty of Estimated Parameters
The uncertainty for all estimated parameters are 1-a
standard statistical errors computed from the
covariance matrix of the relevant solution. The weight
applied to each observation includes three terms:
SNR measurement error, ionosphere calibration errorfrom the SNR of X- and S-band observations, and
normalizing white noise root-sum-square added foreach session. The last term is computed for eachsession such that the reduced X 2 of the fit from a
standard single-session solution is reduced to near
unity. In the standard solution, site positions are
estimated using a good a priori source catalog without
adjustment and the continuous, piecewise-linear clock
and atmosphere parametrization discussed above. Itis evident from the X2s of baseline components thatthe 1-a standard statistical errors of the EOP are
underestimates of the real errors.
_DIFFERENCESWITHPASTRES_
Subtle changes in the manner in which the terrestrialreference frame was defined and the addition of
another year of data have resulted in some noteworthy
differences in the analysis results.
In solution GLB867 the more compact quasar radio
source 0420-014 was used to define the origin of rightascension for the celestial reference frame, rather than
the older standard, 3C273B used in previous solutionswhich has considerable structure resolvable on long
baselines. The right ascensions are shifted although
relative right ascensions are unchanged. Also, in pastsolutions, the orientation of the VLBI reference frame
has been defined by the Earth orientation interpolatedfrom BIH Circular D to the epochs of the
observations of the EOP reference day November 6,
1986. In GLB867 a different reference day, November
22, 1985, was chosen as the VLBI EOP on that day
have smaller errors, and the USNO Concrete series
has replaced the BIH Circular D values.
These three changes result in a terrestrial reference
frame that is rotated about the position of Westford
with respect to previously defined VLBI reference
frames. As it may be desirable to transform the
station positions in the terrestrial reference framedefined in GLB867 to a standard reference frame a
least-squares adjustment was used to determine the
seven-parameter transformation that minimizes thedifferences between the positions of those stationscommon to both GLB867 and the ITRF91. The seven
parameters determined are a translation, three
rotations about the origin, and a scale change whose
values are presented below:.
Transformation from GLB_7 to ITRF91
TransLation J R_tation(111m_ (10-" radians)
127.1 + 2.8 J -6.39 ± 0.56
12.8 ± 2.8 J 2.17 ± 0.55-34.0 ± 2.7 17.0 ± 0.30
ScaLe change = -1.16 ± .34 Rob
Applying this transformation to the GLB867 1988.0
positions moves them to the ITRF91. Additionally, a
comparison of the total velocities estimated inGLB867 with those estimated in GLB753 from the
last annual report reveals several small but marginally
significant (2-3 a) differences for many stations withseveral years of data. These differences remain in a
test solution that uses the ensemble of data gathered
through 1991 with the same contraints as in GLB753,
but are greatly reduced when the same constraints are
applied but the 1991 data omitted. The velocity of
SEATTLE1 whose first occupation was within a weak
network is poorly defined because of the single
solution defining the reference frame.
16
VI. QUALITY OF RESULTS
A. Trends in Quality Improvement
In the last two issues of the CDP VLBI annual report
(Caprette et a/., 1990, and Ma et al., 1992) we
discussed the quality of the raw Mark III observationsand the results obtained with them. This section
updates those discussions. We assume that the reader
is a/ready familiar with the terms used here.
1. Post-fit Delay Residuals
Figure 8 is a plot of the post-fit weighted rms residual
delay (wrmsrd) for the 1648 one-day observing
sessions of global solution GLB868. The + symbolsare the wrmsrds for each session and the connected
points are 120-day boxcar averages of the wrmsrds.
Figures 9, 10, 11, and 12 show the results for the
IRIS-A, CDP-fixed, NAVNET, and CDP mobile
sessions, respectively. The sections of Figure 8
spanning 1980-89 and 1980-90 show the same data as
the comparable figures in the 1990 and 1991 annual
reports, respectively. The current results for these
observing sessions are nearly identical to those in the
earlier reports; changes in the analysis in the
O
t.f3 l l t I l '
>_
-6
"U
_9
k-
C3
I
4-
+ +
+
intervening year have no effect on the results in any
way visible in these figures. As early as 1985 there is
a pattern in the wrmsrd with a minimum in the
(northern hemisphere) winter and a maximum in the
summer. The conventional explanation is that
increased water vapor and relatively mettled weather
conditions during the summer cause large,
difficult-to-model fluctuations in the tropospheric
delay. Northern hemisphere considerations are
dominant because on/y four sites are in the southern
hemisphere and on a per station basis these sites
contribute much less data than many sites in the
northern hemisphere. The wrmsrd has minima in
January, 1989 and January, 1990. As was seen in last
year's annual report the results for 1990 are poorer
than those for the comparable period of the previous
year. We stated that the cause of the poorer wrmsrd
was not degraded performance by the stations but
changes in observing strategy and more complicated
networks. 0Via et al., 1992) We also stated that these
changes had been fully realized and that the trend of
increasing wrmsrd should cease. We now have the
actual results for 1991. Our prediction was incorrect.
The NAVNET and CDP-mobile plots results were
slightly better, the CDP-f'txed-site results were slightlypoorer, and the IRIS-A were noticeable poorer. We
I _ I l I 1 I ' I
4-
+
982 7985 _984 7985 7986 _,987 _988 7989
Figure 8. Residual delay fits, all sessions from GLB868.
_980 _98_I _ I "_ 1
990 _997 7992 _gg3
17
0uO
0...0
"0
.5
0c0
E
0
0d")
o
0
'6
5
"O
03
0
I I I I I I I 1 I I t I I
4-
4-4- 4-4-
4- 4-
t , I , I , I , I , 1 , I , I , t , I ¢ I , I , I ,
Figure 12. Residual delay fits from GLB868, CDP mobile sessions only.
19
have examined the 1991 IRIS-A data to determine
why wrmsrd should have increased so much during the
summer. While we have no explanation we note that
in this period AUTOSKED came into use to generate
the IRIS-A observing schedules resulting in asignificant increase in the number of observations per
session. If Figure 9 is replotted using the wrmsrdnormalized by the square root of the number of
observations per session the increases seen in both
1990 and 1991 are eliminated. Finally, despite theincreased wrmsrd there is no evidence that the
geodetic parameters estimated in 1991 from the
IRIS-A data are in any way degraded.
The purpose of this discussion of wrmsrd when it first
appeared in an annual report two years ago was to
document the improving precision of the raw Mark IIIobservations. The continuously declining wrrnsrd of
the early 1980's seen in the IRIS-A and mobile plots
document that improvement. But, since 1986 or 1987
the precision of the observations has ceased to be the
dominant contributor to wrrnsrd; rather it is the
inability to model rapid variations in the atmosphere.
Unless there is some unexpected breakthrough in
modeling atmospheric effects the wrmsrd is unlikely to
become substantially better regardless of improvedprecision of the raw observations. Moreover, the newantennas that are both more sensitive and slew faster
(e.g. the VLBA and the new Hawaii antenna) willresult in faster schedules with less time between
observations, which are inherently harder to fit than
the relatively slow schedules of a few years ago. Thus,this discussion has ceased to serve its intended
purpose and we do not plan to continue it in future
reports.
2. Baseline Length Repeatability and Errors in
Baseline Length
Figure 13 is a plot of the 1-a standard statistical
length error and length repeatability for the Westford-
Wettzell baseline. It is designed to address two
questions. First, as the Mark III hardware and
observing strategies have changed, have the errors of
the lengths become smaller? Second, if errors have
decreased, is there a corresponding improvement in
the length repeatability? In Figure 13 the diamonds
plot the baseline length errors for the individual
sessions. Each asterisk is an unweighted average of
the errors of each session in a 120-day-long window
centered on the epoch of the session, excluding
sessions with length errors in excess of 50 mm. These
averages show the long term evolution of the errors.
The solid line connects points (not plotted) that are
the repeatability of the length values.
The repeatability was computed as follows: For each
session a weighted average length was computed from
the lengths for all sessions within 60 days of the
session. Using the same sessions a weighted rms
length residual from the average length was computed.
This rms is an estimate of the short term length
repeatability at the epoch of the session.
Figure 13 is comparable to Figure 13 from last year's
report. Except the 1987 data and the additional year
of data, the plots are similar. Since the data used in
the 1991 report are a subset of this year's report one
would expect the two plots to be identical where theyoverlap. They are not because there have been a few
small changes in the analysis procedures since last
year. We have looked for an explanation for the
poorer short term repeatability in 1987, an increase
from a peak of 16 ps to a peak of 19 ps. A careful
review of the session-by-session length values showsthat in GLB868 there are a few sessions with
discordant lengths that were not discordant last year.
Because of the 120-day-wide window of the boxcar
repeatability algorithm these few dominate the
repeatability of the entire period. From 1984 throughearly 1987 the average of the length errors and the
repeatability are consistent and show a general
improvement from 20 to 25 mm in 1984 to near
15 mm in early 1987. The repeatability then rapidlyincreases to near 20 mm. In the middle of 1987 the
repeatability starts an improvement lasting until early1989. Then the errors are near 8 mm and the
repeatability is near 10 mm. During the entire period
after 1987 the averages of the length errors are
consistently smaller than the repeatability. After 1989
the errors and repeatability trend up and down over
periods of months, but there is no long term trend.
There is no evidence that the results have improvedsince 1989.
Figures 14 and 15 are similar plots for the Richmond-
Westford and Onsala-Wettzell baselines. They showtrends in 1991 that are not substantively different fromthose of 1989 and 1990.
In summary, these plots show that the short term
baseline length repeatability in 1991 was nearlyidentical to that in 1989 and 1990. As we stated in
last year's report, to obtain further improvements will
20
30
E20E
v
r--
t--
11)_..J
¢-
m
0
0
0
0
0
0
0
0
%0
0O0 0
%00 0 O0
0
0
0
0
0
o
0
0
0
1984 1985 1986 1987 1988 1989 1990 1991 1992
Figure 13. WESTFORD to WETTZELL baseline length 1-a standard statistical errors and repeatability.
EoE
v
e-
C
cD
r-
rn
or¢3
O
...... I ........ t_"_ ........... I ........... u ....... AI ..... I ........... I ........... I ...........v v
0
0
0 8 0 0
1984- 1985 1986 1987 1988 1989 1990 1991 1992
Figure 14. RICHMOND to WESTFORD baseline length 1-a standard statistical errors and repeatability.
21
E2E
v
c-
C
E
o
o
00 o
00"** *_
J_,_O _ ^0 O0 0 _ A 1° ® ° o1 I ,i,
1984 1985 1986 1987 1988 1989 1990 1991 1992
Figure 1.5. ONSALA60 to WETTZELL baseline length 1-a standard statistical errors and repeatability.
likely require a much better understanding of theeffects of tropospheric refraction and/or betterinstrumentation (such as the Mark IV).
B. Scaling of Baseline Repeatability with BaselineLength
Length Zero Set (rnm} Scatin9 Term ppb
R,oge I I_Oll_111_zll_ollwlll_2(km) IReport I Report IReport JReport I Repot t IReport
o-tooo I 6-81 6.61 6.3 I 1.1 I 1.0 I 1.oo-loooo I S.Ol S.Zl S._l 2.ol Z.Ol 2.o
Furl RangeJ 4.9 I S.1 I 4.9 I 2.2 I Z.ZJ 2.0
In the previous two annual reports we presented setsof baseline length repeatability scaling laws in a formthat is the sum of two terms. The furst term is a zero
set term that is the repeatability of a zero lengthbaseline and the second, the scaling term, tracks howrepeatability grows linearly with baseline length. Wealso gave three different laws for three ranges oflengths because we found that the repeatability of thevery longest baselines was disproportionately poorercompared to the shorter baselines and woulddominate the scaling term despite their relatively fewnumbers. The table below shows the scaling lawsfrom the 1990 and 1991 reports and the currentresults.
With only a single insignificant exception, the zero setand scaling terms in the current results are at least asgood as in the previous two years. The scaling termfor the full range is 0.2 ppb better than the previous
two years and reflects the outstanding new data thathas been produced on some long baselines such asKashima-Richmond.
Figure 16 is a plot of the length repeatability values asa function of baseline length for the 212 baselinesused to produce the scaling laws. These were selectedbecause each had at least five observing sessions andtwo years of data.
Since it is difficult compare Figure 16 with thecomparable figure from the 1991 report we haveprepared Figure 17. It is a plot of the repeatabilitydifferences for the 186 baselines common to both
plots. It shows that there are 85 baselines with betterrepeatability in the current solution, 93 baselines withbetter repeatability in the 1991 solution, and 8 with nodifference (at the level of 0.1 mm). The averagerepeatability for all baselines of the current solution is
"Very-Long-Baseline Radiolnterferometry:. TheMarkIII System for Geodesy, Astrometry, and Aperture
Synthesis', Science 219, 51, 1983.
Saastamoinen, J., "Atmospheric correction for the
troposphere and stratosphere in radio ranging ofsatellites', The Use of Artificial SateBRes for Geodesy,
Geopys. Monogr. Ser., vol 15, ed. by S.W. Henriksen,
247, AGU, Washington, D.C., 1972.
Treuhaft, R.N. and G.E. Lanyi, Whe Effect of the
Dynamic Wet Troposphere on Radio Interferometric
Measurements', Radio Science 22, 251, 1987.
32
1.0 Stations and Site_
Table 1.1 describes the radio telescopes located at fixed stations. Each antenna has a unique name used
throughout this report consisting of at most eight upper case characters. The entries give the antenna diameter,location and operating institution. Table 1.2 has the latitude and longitude for each VLBI mobile site and fixed
station, as well as the associated monument number. Each mobile site has a unique name of the same form as
the station names. The monument number is followed by a single character. A 'G' indicates a ground
monument while an 'A' indicates that the monument number refers to a point in the antenna (usually the
intersection of axes). This code is followed by a three-letter code showing on which tectonic plate the site was
assumed to be for the solutions. The selection of tectonic plate was somewhat arbitrary in some cases but does
not affect the total velocity. The codes are:
AFR - African
AUS -- Australian
EUR - Eurasian
IND -- Indian
NOA - North American
PCF -- Pacific
SOA -- South American
A nearby geographical location is given for each site for quick reference.
L1
Table 1.1
VLBI OBSERVING STATIONS
AI_OPARK_ 46-m-diameter antenna at the
Algonquin Radio Observatory near Lake Traverse,
Ontario, Canada.
CHLBOLTN, 26-m-diameter antenna located in
Chilbolton, England and operated by the Appleton
Laboratories. (No longer in use for VLBI.)
DSS15, M-m-diameter antenna operated by theDeep Space Network in the Goldstone Tracking
Complex near Barstow, California.
DSS45, 34-m-diameter antenna operated by the
Deep Space Network in Tidbinbilla, Australia.
DS,.'.'.'.'.'.'.'.'._5,M-m-diameter antenna operated by the
Deep Space Network in Madrid, Spain.
Observatory and located near Fort Davis, Texas.
(No longer in use.)
KASHIMA, 26-m-diameter antenna at the Kashima
Space Research Center, Kashima, Japan.
KASHIM34, 34-m-diameter antenna at the Kashima
Space Research Center, Kashima, Japan.
KAUAI, 9-m-diameter antenna operated by the
CDP at the Kokee Park Geophysical Observatory
on the island of Kauai in Hawaii. (Formerly part of
NASA's Spaceflight Tracking and Data Network.)
KWAJAL26, 26-m-diameter TRADEX antenna
operated for the U.S. Air Force by Lincoln
Laboratory in the Marshall Islands.
EP1,SBERG, 100-m-diameter antenna of the Max
Planck Institute for Radio Astronomy located near
Effelsberg, Germany.
F1)-VI.,BA, 25-m-diameter antenna of the Very
Long Baseline Array (VLBA) near Ft. Davis, Texas.
LA-VI.,BA, 25-m-diameter antenna of the VLBA
near Los Alamos, New Mexico.
MARCUS, 10-m-diameter antenna operated by theCRL on the island of Minami-tori Shima in the
Western Pacific Ocean.
GIIAZREEK, 26-m-diameter antenna operated by
the CDP and located at the NOAA/NESDIS facilityat Gilmore Creek, Alaska, near Fairbanks.
GOLDVENU, 26-m-diameter antenna operated by
the Deep Space Network in the Goldstone Tracking
Complex near Barstow, California. Also calledDSS13.
HARTRAO, 26-m-diameter antenna at the
Hartebeesthoek Radio Astronomy Observatory near
Johannesburg, South Africa.
HATCREEK, 26-m-diameter antenna at the Hat
Creek Radio Observatory, HatCreek, California.
HAYSTACK, 37-m-diameter antenna at the
Haystack Observatory, Westford, Massachusetts.
HOBART26, 26-m-diameter antenna operated bythe University of Tasmania at Hobart, Tasmania,Australia.
HRAS 085, 26-m-diameter antenna at the George
R. Agassiz Station operated by the Harvard College
MARPOINT, 26-m-diameter antenna of the U.S.
Naval Research Laboratory located near Maryland
Point, Maryland. (No longer in use for routine
operations.)
MATERA, 20-m-diameter antenna operated by the
Italian Space Agency (ASI) in Matera, Italy.
MEDICINA, 32-m-diameter antenna operated by
the University of Bologna, near Bologna, Italy.
MOJAVE12, 12om-diameter antenna located at the
NASA Goldstone complex near Barstow, California
and operated by the NGS.
NOBEY 6M, 6-m-diameter antenna of the National
Astronomy Observatory at Nobeyama, Japan.
NOTO, 32-m-diameter antenna operated by the
University of Bologna at Noto, Sicily, Italy.
NRAO85 3, 26-m-diameter antenna at the National
Radio Astronomy Observatory, Green Bank, West
Virginia, operated for the U.S. Naval Observatory.
1.2
Table L1 (continued)
NRAO 140, 43-m-diameter antenna at the National
Radio Astronomy Observatory, Green Bank, West
Virginia.
ONSALA60, 20-m-diameter antenna at the Ousala
Space Observatory, Onsala, Sweden.
OVRO 130, 40-m-diameter antenna at the Owens
Valley Radio Observatory, Big Pine, California.
PIETOWN, 25-m-diameter antenna of the VLBA
near Pietown, New Mexico.
RICHMOND, 18-m-diameter antenna of the U.S.
Naval Observatory near Miami, Florida.
ROBLED32, 32-m-diameter antenna located at the
NASA Madrid complex in Spain and operated bythe Deep Space Network.
SANTIA12, I2-m-diameter antenna located in
Peldehue, Chile and operated by the Center for
Space Studies of the University of Chile.
SESHAN25, 25-m-diameter antenna of the Shanghai
Astronomical Observatory near Shanghai, China.
SEST, 15-m-diameter antenna operated by the
European Southern Observatory (ESO) near CerroToloUo, Chile.
SHANGHAL 6-m-diameter antenna at the Shanghai
Astronomical Observatory in Shanghai, China.
USUDA64, 64-m-diameter antenna operated by the
NASDA near Usuda, Japan.
VNDNBERG, 9-m-diameter antenna operated by
the CDP and located at the Vandenberg Air Force
Base in California. (Ceased operations Summer
1990.)
WESTFORD, 18-m-diameter antenna at the
Haystack Observatory, Westford, Massachusetts.
WE'I'rZEL_ 20-m-diameter antenna located in
Bavaria, Germany and operated by the German
Institute for Applied Geodesy (IfAG).
1.3
Table 1.2
VLBI SITE LOCATIONS
Site Name Morn
ALGOPARK
AUSTINTX
BERMUDA
BLKBUTTE
BLOOMIND
BREST
CARNUSTY
CARROLGACHLBOLTN
DEADMANL
DSS15
DSS45
DSS65
EFLSBERG
ELY
FD -VLBA
FLAGSTAF
FORT ORD
FORTORDS
FTD 7900
GILCREEK
GOLDVENU
GORF7102
GRASSE
HALEAKAL
HARTRAO
HATCREEK
HAYSTACKHOBART26
HOHENFRG
HRAS 085JPL MV1
KASHIM34
KASHIMA
KAUAI
KODIAK
KWAJAL26
LA-VLBA
LEONRDOK
MAMMOTHL
7282 A
7271 G
7294 G
7269 G
7291 G
7604 G
7603 G
7228 G
7215 A7267 G
7231 A
1642 A
1665 A
7203 A
7286 G
7613 A
7261 G
7266G
7241 G
7900G
7225A
1513 A
7102 G
7605 G
7120 G
7232 A
7218 A
7205 A7242 A
7600G
7216 A
7263 G1857 A
1856 A
1311 A
7278 G
4968 A
7611 A
7292 G
7259 G
Pit
NOAN0A
NOA
NOA
NOA
EUR
EUR
NOA
EURNOA
NOA
AUS
EUR
EUR
NOA
NOA
NOA
PCF
PCF
NOA
NOA
NOA
NOA
EUR
PCF
AFR
NOA
NOAAUS
EUR
NOA
PCFNOA
NOA
PCF
NOA
PCF
NOA
NOA
NOA
Location
Lake Traverse, Ont., Canada
Austin, Texas
Bermuda Islands, U.K.
Black Butte, California
Bloomington, Indiana
Brest, France
Carnoustie, Scotland
Carrolton, Georgia
Chilbolton, EnglandDeadman Lake, California
Barstow, California
Tidbinbilla, Australia
Madrid, SpainEffelsberg, Germany
Ely, Nevada
Ft. Davis, Texas
Flagstaff, ArizonaSand City, California
Sand City, California
Fort Davis, Texas
Fairbanks, Alaska
Barstow, California
Beltsville, MarylandGrasse, France
LURE Obs., Maui, Hawaii
Johannesburg, South Africa
Hat Creek, California
Westford, MassachusettsHobart, Tasmania, Australia
Table 2.1 is a summary of the observing sessions. Each line corresponds to one session and contains the
database name of the session and an asterisk (*) to indicate which fixed stations and/or mobile sites participated.
The final character in each database name was meant to indicate the type of observing session but this
convention has not been consistently used; the session types are, however, identified in the column to the fightof the database name. These session types correspond to the observing programs described in detail in SectionIL B. of the text.
2.1
_Z_ lllllOIIOlllgillblIlllO,llllllllllll
If)
E-I
0
l_rll
o
i "all
'0G)
-,4rll
_o'-_o,_ ................................ ,,, , ,_ _ I I i i i i i i i i i i i i i i I I i i i i i i I i i i i i i i I i i
....................................i , i o i i I I ¢ o 0 i o i o I I l i u o i a I I o i a I I i 0 i I o i
l,I.l o l i o i i , n I i o i o n I I o i o o i o , l i , o l i I o _, I o i i
llllOl_ i i o i , o o o o o i o o o a . a o i o i o , o a , | o i o , i i , i a_ 1( I I I i i i i i i i u o i a l i I I i I i o i i o i i i i i i i i l i i
,---_o"'_>'_-"=° ......................... ,, ..... ,, ...._ O_ I i I i i l o i , i i o i i o i o i i i i i i a o i , i i i ! i i ,
....................................I I o I i i i o i I i u i i i i l i i I i l i i l i I I i l i i I i i I
l i I I o I i i i o i u i i o o i i a i i i i i i i i i o I i l i i iI a o n i i i i o , a i a o o i I o I i a , i o i _1 ! i i o o a I i o o
{_)lJh/_ .,,..gnlJ_ i I o a i o i o i I a i a i o o i a , i a o i o i a a i i o o I I i a i
_ I | I I ! O O O O I I I I O O O O | I O I a O I I I i I I O a , I l O I
....................................o I I i i I I I I I I l l I l i i I i i i i i i I l l l i I I l i o i lo I o i o u i a o i i I i o i a o i o , u a o a i i i i i i o I o o o ,
....................................i I I O O I I O I I I I I I I I I I I I I I I l I I I I I I I I U I I I
O I a O I O I O I I a I I I I O I O O I I , I I I _ a I a I I o o I I
O O * I o o I o o I I I o I I I I o , I ¢ , I o I a I I a o o I o o o O_ (/) _ I I O I I o I I o I a I O I I o I O o I a o I i I I I I I o I a I a , o
....................................i o I o i i o i a o _ o I i i i i I o I o o o i o I o o o o o i l i o iI_ , o , , , , , , , _ , , , o , , o , , a , , , , o , , , o , , _ , , , o
IO_ u i i o i i a i I , o i ,i i , o , o a ,, o ¢ , o o o , o i l o o , o
............................ ::,,:.,.OIIIIIIIOaIOOOIlalIOIIIOIOIO OI O0!
O I , I , I O O I I I I O I O I I O I I O l , I O I ' I O O O 1 a I O oI I o I I o I , i I I I I I . i I I I I I l i I I I I I I I i i I I i o
....................................,i i i a o i I 4, i i i i o i o I o o o o a i , o o o i i , i o i a o , io i i a o I I i i i a i o i o i | i i i a o i I I o i i * o i o o i ,
o._.-J_¢,._(/)O--,_CI.I. , , o a o o , , , , a o , , , , , , , , , , , , , , , , , , , o , , , ,l.s./ ._I =I.- I I o o I I I I ! I s o ! I I O I | o I | O I O I o o ! o o n o o a o u
....................................(_ _ I i i i i i I i o i i i i i t I , I i i o i u i I i i i t I i o i i o i_ _1...-_ o o i o o I a I o i o , I I o i a o I , i i , i i I i , o i i o n i , o
_ --_{ , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , ,..................................14J e.- _1: , , i , , , a I I _ o I I o o , i I o o a , . I , , t I i I , o
-, . : :::::::::,:::::::a o o | i i o o o o i i o a o i a | i o
i I ,111 o|lllo,,aallolo¢ oo_ll i¢ i,II:1111|1 iolo|l¢lo_aoll_lll o, io oo _oli1,1 olollo,o_l|lo ,_ oa_ll ,o I,,I1|ii|lOllO ,ololaollla|looa't ollll inllo|I1! ilia iiIiio,ona|_ol,o ilool In Ion
......... : ...................... :::IIIIIIIlI IIOIIIIIll IIIIIIIIIIII II I
IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII I
iiiiiiiiiIiIIlllllllllllllllllllllll I I
IIIIIIIIIIIIIIIIIIII IIIIIIIIIllllll I
| | | i o o ! i o a I I
IIIII III IIIIIIII II IIIII II
i}}}11111111111111111111111111111111 II
illlllllllllllllllll Illllllllllllll I
_a_o oooouu_na_a_ooooul, _oo_oo_oo_a aoaii|l||||l|llll|llll I|ll III1|11111 I
IIIIlllIIIIIIIlilIIIItllilIIIIOIIIII ql!
iil|lllllllllllilgll IIIIIIII1¢11111 I
iiiiIliiIIIIllltOIII IIIOllOlllallll i
iiiiiiiliillllllllllllllllllllllllll III
iIIiiiiiiiiilillllll ililllllilllill I
iiiiiiiiiiiilililllliilllllllllillll III
iiiiiiiiiillllllllll llllillllllllll i
uJ
LU
2.4
OZ _
__O
0 __z_x
! a i | o o o o o B | o _ , i o . _ o i _ , o , a | | | o o | o | o o
¢ a o n o n o ¢ , o o , I _ _ o o ! o I o o _ o J D o , ! _ I o | | oo u o o o I o _ o o I | n ! o I I _ o o o ¢ _ | I | o o o , , , , u oo o , o o | I ! o o o | | _ o | | | o o a o o o , | I o I o o a o o oI I o I o ! a u a a | a D a , _ a | a i o o o a u B D I o o | a o a .| o o o a o a u I a D a o _ , _ | , a , o _ o o o o _ o | a o I ._ o
o o _ i o o o o ! | o I ¢ u o _ , , o | o , a t o , i o o u I _ o i no | u | o o o o | | | _ o o i i o o _ , _ _ i _ o I o I o o _ o I o i a_ _ n a o o _ o o _ o n o ¢ ! s o i _ a | _ a o o i | o o o s | o o a, o o , o o | o o I D | , | i , o a _ o _ _ t o o a D a o _ a D o , a
. o _ a _ i | o o o i | o | u I D _ _ o i I s , o a o o o _ _ _ , n _
o o I a n a o , | I o I a o | I o a o o J I I n o a o o , n o o o n oo o i a I I o a u n | o i o o _ | o o ¢ | o i o u a a o _ , I , o , ! ,o o i o I o , a o | a _ _ o o _ | o | i o I _ _ o o a o a , , o o o i
a a i I i o o _ o | o o a o n _ , o o _ _ i o o a o o , a n | . a o |_ i o u o i o I D o u o o i , _ o | o i _ o o ! , .1_ I o i _ t i o a o o
i a o o u o | i o ¢ I o ! , o L o i o o : o o n o o | a o o _ o o I _ o| _ o o | o o | , o v , I u _ _ o | o o o | o o s i i o , I o o _ o _
_ | o o a i a | a o I i o o _ | o o a _ _ t_ '1_ o ! , g o D J o o n o ,_ _ o o | o _ o a o I o | o o i a , a o a o g ! _ | o o | , o o o ! | _I D a o a o i | _ | _ _ | o = _ ! o a o a o a u o | u I o o _ _ o | o
| i I o o o i | i o _ | i | o o o o o o a a a a o , o o o a o _ , a o
¢ o _ _ o o | I o ! _ I o _ a Q I a u , , o I | J o | , o a o o o o a
o o o I I , o u D ! _ | o o a o _ a D u u I o | .1_ o D a o a a , o o |I I | a o _ o u I | _ | a o a a | o i a i i o | o D o a o o , o a o u o i _o o , o | o o o , _ , , , o , o | i | , ¢ i n _ a , o | i , a , o , _
, a i o _ o , o ! o _ o a o _ o o o D i o o n | u , , o o _ o o o , _o _ o I o o o ! J | Q _ ! o , o o a o o , o o _ o , | _ o , _ | o o ! a I a
o o o _ o o g ! . , _ o o , | o o _ _ I o I , o _ o I . o o _ o I o o , | I_ u o | o | , | o o _ _ o a o I , D | o _ o | . a tl a I o o , o o o |
I _ o o o I o n | o | a | a o | o o o o o o o a _ I o I I o o o I o oI o | o o ! , i ! I I , , o _ _ o I n J : o a o a o i i o o , o | a o , o o! o o | _ | o o a u _ 8 i | o o o , a o , , o o u .I_ ! o o o o o ._ o _
o o o o a o o o a u , J o _ o o o o _ o a o ! , o o i o o a o o | , o
| i o o a , i , t _ i i ¢ o o o o o _ , o o a i o o | o o , : i o o oo ! , i o , n o o o o o o o u o n , i i | ! o _ I o , o | o o ! a o , i i o_ o a | ! I n _ | , o o o o , , I | o a , I n , o _ . o o I a , o I ,o o u o I , _ u I I I | o o a o I a o I u , , i I , o , . a a , I , , I o .
, o u o , I o o | , n o a o I a B I s I o o a o o , , _ , , , _ a ¢ n| o n I o I , _ ¢ o o o a o | , ¢ u _ , o o o a o o a o , , o ¢ , o . a o na , o , o _ o I o o a _ o , n i o | o I _ o a , , a _ , _ , a , r , ,
, a | , o I o u o _ I o n , | I o o o o 6 I _ _ o , , I ! . _ i o _ o
, o _ | o | o o | o I a _ o o | , o a , o o o o I o t o , _ o o | o oI o o o o _ n , o o | a i o : o , o a o a o i o a n u | _ o u o o J o u _ ou o i | o _ , o a o n t | o o I o o ! o i , , , o o i _ i o o , i n o
! _ o o o _ i _ a | o i _ _ o s o o I i a a u u | o i o o o o a o a o
.......... •: " !' ' '
.... t ; '; .... ; ' '; '; ' ': t ' 'j ', t ..... : '" :
i i i o | i o i i n i o I i I i | o o i I o t n u ! I o ! I I o o s I | I
s o , u o a ¢ o o o u o , _ n o o n o I ¢ o s o o ¢ a _ ¢ s ! a o s , s |
u o I o n o I o o o o I a I ! o I o I I , I , u o I I a , , o a , | , oo I I a I o I . $ I , I i I I I I o o o o a , , , I I o I I _ o a I I o ,n _ ,, I , o a I o o I a I o I I o I o o _ o s o , o I I o o I . o _ I ., o o o a o s o , o _ , o o ¢ I , o , o a o _ = _ o i | = I , , o o o | o o
o o a I o o , o a I _ o o o o
, a o o | I s o o o I o n a o o , o o ,, o _ u
i i i u i _ i i i i I o I , a _ i a I a .I_ _ _ i u o , i , _ o i i
I ¢ i ¢ o a _ s i o , o a ,, i a i i l I i i o _ , o i o a i a i i a a o II o | o o o o i = o i o o , i o i | = i i , o | _ o o i a | o , i o o o o !I i I | i i o I o a s s I o i I o n o i ¢ i I , I o i i o I i i a | i o io , o i i i , o i i I i I a i i s i o _ o : u ,, a o i l o o I o I I I I iI a a I o I I I o o I a u a o '1_ o | o o o _ , o I o o o _ o o o I _ n o
u ! o o a o a ! u I o I ! I o o I o s o u a u a I n o o o o o o o o o | I| u o o ¢ s o o o , o u I o o o o _ a o , ! n a u a o o o o o a | , o , so I , o o . I _ o ! o I o _ o . o I o o , I , a , o _ o o o , , I . o , _ ,
0
• ¢.'_I.U(/_:[:_ZN_."I
_0__
m_SNN_=
w
Xu/
2.5
X_ZXO_
i i i i i i i i i i , i i | | i i i i i , _ _ i i , , i i i i i i i i o , i
| a o I i i o a i i i i | i | o o o i I i i i | o o o i ! o o i a o I , o ,o o o | | i o o o i o | o I t | o i o o | i i i i o o i | o i i i i | o o oa s o | ! o o i o _ I I o o I i I o o o o o i o | i o o o o o | o I i o i oa s o o i o i * o o | i o o , o i o o o | o | | i | o | o o I i o o i I i I
o o ._ o o o I o i o o i a o ¢ , o i .11 I _ i o 41 _ o .11 i i i i , i , o n ,
i i a o o a ! i i o | i I , ¢ ! u o i i I i i o i | i I o a o i o | o I i io i a I o i i i i o i i I o o | I i I a I I I o i i o o o a i | o | i o t Io o I i , a I t | o i I I i o i I i i i a | ! i i i i o a a | i i o a I I |o i I i , | i a n o i a I I o | o I I o g | I a o i a o a i i o i | I | o no I o | o I o o I , o ! n o a I I o o o , , I , o I o o I o ! o I | , | o o
o I I o o o | a I o a a i o a | i | i I I I o i i o o I o o t ! o i a i o io i I | a o o | | t a o o o | o i i o | , o , i i I o I I o o , o i o o t ,| o I I I o o ! o o ! I o o o i o i o I | | o o i ! I i i o a ! o i i o a oI o i I o o I , o o I o o o i i | I o o , o | I ! i | i o o o i o i i o | a || o | o o o o , a o o o i o o o o | i I a | I | I I | ! o i t , i t o i i I
i t | .it o o i i i i o i | i o i i o i i i | o o o a I o o ! I , i o o t , in ! o o o | I i i I o i , i i I I o I t o o o o o i i o i ! i o i , o t I i
o o t o o o t , o o , , o o i i o , o , 8 n o , , , _ , I o o , I o o , ,a I o I | , i I I I I I I o I I a | a o a I | I o , o o * o * i o , , o oa I I o I o o I I o ! a I I a I I I a ! ! ! I a o o a | I o , I I | , o a
I , I , I , o I o | o I o | I o o i , . n . ! I , , o I I o o o , o , I , ,I I o a | I I | o I o | o I I o o o I _ I _ n I , I o I | I , o + o o o o ,o I o a | i i I t i , n I ! I I a I o o I , I | u , , | | i o I I o I o I Ia o I I I o | | o o I I o I I o I o a I ! o I o , o a o o I o | I o o o o oa o o o I o | n I a I | a a o I o o a o o o o o o | I I o a I n o _ , I o ,
o I o o o a | i I a I I I a | I o I o o t I a o I | o o a | I i o o g i i Io I I o o a I I | a | a I o o o o o a i a , a o i ! i I o I i t + i , i | ia I e o o i t o I o o a I o I I o i i o a o _ a +11 I o o o I I o i ! , i | io o I | I o o _ i o o a I o I ! o i o i a o a o | u o | o I I o i i , o o iI I o I o I o I I , I a , o o i o i o i a i o a | t o I o I o o i | i a o i
i i o ! o , i ! i o o i i o | i i ! | * o ! I I I i , ! i o o a i i o i o iI i o | I i i I i i a i o o o i I | o i I n o i | i i i o o o , i t i i a Io ! I I o I I I t , I | o ¢ | o | I I I I I o o I I | I I o a o I I I o | II o I I | o I o o o a | I . a o I I o I o | o o I o I | o o a o I o o o t o oI o o o o o a o o o o | | o o o | I o I I I I o | | I | o o a o I a , o i o
i | i o o * o o , I o i i , i t i o o o o o , | , o , I o i , t i o i , o ,u a | o | I i o a i o i n i i i | o i i o i o I o , | I o , , ¢ i , o o , o, , , , , , . o , , . , , , , o , , e • . , , , , . , , , , , . o , , , . ,i i o o | o , , , , o ! i | | l o ! | i | a i | l , | l , | , , , , o , o ,i a o a | | i | i i i , I i i i ! i ! i ! I ! I i , o o i | l ! i , , ! , i
i l o i ! 1 o o * i o i i , i i i i i i i , i i l , a , i o o | 1 . 1 , , ,
o , o l i o i | , i o i o l i ¢ o o i o u , i i l , a , i o , i , _ , , , io o i l , , i i . i , i i i i , i l l i , , | , i , i l , , , , l , , l , I, , , l , , | , , , , ! , o , , a l , o I o , , , , l o i a , | , . , , , ii o i o | o i | o i I , i l , I , i i , o o , o . i , t , i , i , , l , i *
a , a , , I , I I l , e | i , i i , , l , o l I , , l , I l l , . , i , , |
o l s i l , I i l ¢ i l i , l i , , o l l o l , l l l . l l u s _ l , | , , oi i . i i o | i i o , i i , i i i o o , l i i , , I , | i i i a i , i i ii i l i I i o o i , a | i I I i ¢ o i o i , o i i i i i o i i o , i , l i i , ,, i . I i , o i i o , i , i i i , i o i i , , i | l . i , , i l . , o i , ,
, i i i i i i i I , i i i , , i . i o i , , o , o , . i , , , i i i , i i ii I I i i . i i i , i l i . i i i i i i o | , o , i , i , , i i , i i i i io I ¢ I a o o I l , a l s I l i , l I i , l l i 41 _ l l i l l i , , o o l , l ll o i a a I l , , o , o o o a o o i I l ¢ l o I l , l l o , , l , l _ l , ii | i i i i i l l $ i l i l i l l i I i i i i i i , i i l i i i l l $ | i i
, I o i | I i i , i i i | i i i i i i | i , | i , i , i , i i , ¢ , i , . , ,t i i i i i $ l e i i e i i , i i i i l i i l i ¢ i i i l l i i , l i i l , ia , i i i i i i , i i o i i o o i i a i , i * a o a o i o , , a i i o , i o ,
a i o o i o | i , i n o g l I t o o i i I i i o i i i i o o i I o i , o I i ,a o o , o o i i I o i o o i o a o o i u I l i o i o i o o , i o o i I , i o o! o i a | o i i o i o I ! l o i o i o i o o o o , a o o | , i o o o a o i o Ig ¢ i i i o I I i i o o i o I i I g i i o o | ¢ i ! ¢ o i I i o i o a | n ¢ II I I I I a I I o I I l o I o a I o o I I I I I I I I I a I I o o I I l l o i
;._; .... ._ ...... _._ '_ , ,+, .... _ ',_ ...... ._g , ,o o i i _ o i i i o , : a i a i _ i _ i i , i o o i io i o o ! i n i i o a i o i , o o o o a i a a I o , I o i i i . i o i o i i o, i a | o o i i I i I I o i i i o o i i i I I I i o * o , i a i i o i i a * I, l o o i , o ! l i o l o l l o i o l a i o I i , l i l o i l l i o ¢ i a l l
,: ,,.: ........ ,: ,,,: ,,: ...... '.: ,.,: ,.,, .............. _ ..... _ ';; .; ...........i i i I o i o I i o t o I I o I o o e i i I o i i n o o i i i io . , , o * o , , , o , , , , , , o , , , , o , , , , , , , , . , . , o , , oi ,II i i o i I o o , o o . o , l i , l i i o i o i o l , o , i i a , o , , l o
i o ! i o o i , i o i a i I o i i o , I o o i i I , t o i i i i i i i i . i ii i i o o n a o I o o a o I I i I i i o s a i o o I i o i n , s I , i i o I oI o I o i i I o ! I o I i i n i o i o I o | II a o i o o i o o I o i i o i I ii i ! i i l o o i i l o l o a | a i a , , , l , l i l , l o l , l l i , l , li i i o i i i i o o i i i i i l i i , i a i i i 1 i a o I o o o o i I o o , o
, , , .,' _ ........... +: ................. :._I i i l o i i o _ i o o , , . , , o i i o o I o o o o _ o l o o _ . , .! I o i i ! i i i i i i i i I i i i i i i i i i i i i i i i i i o i o i o
i i i i , o i | o i o o i o i o , i . , o ! i i i o , i i , i , | i , o , o _,i a o o o i i i i a o , , i i o , o a o a I . I o o | o u o o o o , o i , o
I I a o o o I i o I a I i a o o i , * o o i i o i o o i , i o o l , , , o o oo i o o o o i i i o i I i o i o o , * i o , a i i o i , , i i , i i , o i i o, o o i o o i i , o a , i I i o i , , a * i i i t , | i i i 1 i , | i i I . i
i i I i i ! | o i i i i i i i o I i | i I i i i i I i I i i i i i i i | i i io i o i a i i i i I I I o i I o o o i i i i I I ! o i a i i u I o i I i , o il i i l o i o a i i i I i o i i i l o o i l i ! i i o i i i i i i i i i i a l iI I o I a I o , i a a I o o I I I o I a I | a I a o I o I I a I I , o I , i ll I I I I I I o I , I I I I I l I I l a I I , I I i I l l I a , i I o a , I I
g , ,_ , , _ '_ ...........................II I}1 I }llllll III}1 iil}ill}l}ll}ll
IIIII I IIIIIIIIII Illil IIIIIllllllllll
IIIII I IIII }I IIIII}IIIII II III
IIiiiii IIIIIIIIII IIIII IIIIIIIIIIIIIII
IIIII I Illlllllll IIIII iiiiiiiiiiiiiit
IIIII t Illlllllll IIIII lllllllllllllll
II IIII II }I II IIIII_ I}II I}
IIIII I II#lilllll IIIII lllllllllllllll
llOlO I llllllllOl lllll IOlllllllllllll
IIIII I IIIIIIIIII IIIII lllllllllllllll
lllll I IIIIIIIIII IIIII lllllllllllllll
IIIIIII IIIII l IIII IIIII lllllllllllllll
IIIII I IIIIIIIIII lllllllllllllllllllll
IIIIIII llllllllll lllll lllllllllllllll
11111 } IIIIIIIII} IIIII lllllllllllllll
iiiiiii IIIIIIIIII IIIII IIIllllllllllll
............ g'_ ..... : ...... g,,o_o+g=IIIII I IIIIII I }}1111 IIIIII I}1 II
I}II II IIIIIIIII III II I lllllllllllll
IIIII I IIIIIIIIIIIIIIII lllllllllllllll
III I III IIIIIIIIIIIIIIII IIIIIIIIIIIIIII
IIIIi I IIIIIIIit1111111 IIIIIIIIIllllll
........ : ................ :E ...... i'''iiIiilll II IIIIIlllllllllll IIIIII III
IIIII I IIIlllllll IIII I I III II II
IIiiiii Illlllllllllllllllllllllllllllll
IIIII I llllllllllllllll IIII15111111111
0
® .',= ,.,.,,--+ + + "
++++++++++_+N
=O_N_
+_emmme
i'r _
w
• > .- m_m +.-= ®= == = -_ ==L L
. "; _++ o_ ++-- EE E +E E _< << < _<<<<< O _ O<_ m O< O 0<<<_<_<< O O< 0<_ O< O •
2.'/
_Z4
O_
l=Z4Z_O_
* * | i m m i * i o o * * * o o m o i _ I I m o * o * i * o i m o i a i m * | *
o a i o | I o * I i o * i i * i * | o I i * * o * | m m m I m m o i i m i / i o* i m o i o i * I | o o i m o i o I I i o i o o * i * | / o ! I I i i o o _ | ao o * o | o * m I o * o I i o | i m I * o | o i | I o m ,1_ o u I * i i o o o I I
............... _ , ,_ , . ../ '_ , , ,; .... : ......! * o i i i i i I i i m * | i i o * i 41 i i i m o i i * i * o o o i
i i o o * * i | o , i i i * i i i , i o i i i i i ! i i i i i ! o i o , o o o ii i * i * i i i o i i | , i i | i , , o 41[ o i i i o , , | i i i o , o , i i o i* i i * o i m i o i | * o o m I m * I i i m i * i i m i * o _ o i i i * a o i i* e i J * * * * o a i o I i i * i a * i o i i * i i i o * * i * i i * i * * i *
i i , , , o i i i , * i i i * i , I ; i , i , , i i i o / i | , , i o i * * , i* * * i * * i , | o o a I I o o i o m I i i o o ! e i i _ | i a i .il i _ I o e ii * * i | | I i , o i o ! i i , i * 41 o * o * i o o o i i | o , i o , i * i o i
* I * i o i , , o * i o o , i i , i i i i o i o i i i i o u o i i , i * i i , ,
, , i i i o i * i i o i i i i i i i , i * i i o i i i , o i o o o , , , i o i oi i , i i i i , , i o o i i , i , i i i i i , i i i i o o i o i o , o o i a , o
o * * * * * * i i i , i i i i i i i i i o o i , , i , , , , i i , m i i i i i io o * i * i i , i i i i i o ! , i * * o * i , 1 i , i I i i i , , i * i i i a
..................................... ",,i'o i i o o i i i * i * ; , o i o i * i i i * * o i i * i o o i ! o i i , , ii i i | o i , i * i i i , o l , m I o , o I I l o i i | * o i ¢ o i * , i *
* I I o * * * * m a I | i | * ! I ! * I * I | * | o m ! I o i I o i * i o o * o* i * * o i i i i i i o i a , o * i 4[ i , i , * 41 i i _ o i i , m * * | I * o *o i * * i o o | i | | , m a I I i o l I * I * * I i i i * o i ! , I * , o _ * *o i , , i o * o i i , , i i o , , , i * * i o i * i i a , , i i i , , | , , i ,i , , i | i i i i i o i i i i , i i m i * i i i * i i i i i i i i i i i * o i *
i o , , * * a * i I I * i i i * i i I o * * * i i i _ n I I I o I I o I o , I iI I I I I I I I I I I I l I I I I I I I I I I I I I l I I I I I I I I I I I I I
* * i i i * i i i , i , i , , o i * * * i * i i ! , l i i i , , i i i i i l , ii * i * * * * o u , o , o * i o o o i l i l i i i i i o i i i i i i i I , l , i* o i l * | * , i o i , , , i i i , o i i l l o , o i o i , o , , l i i i i , i
I I I I i i I I I I I I I I I I I I I I l I l I l I I I I I * * I I I I I I I I
* i i * l * l i o l * o , i , l l l l l o * o i 41 l o , i i , l a * i i o i * |
i * ! * I * * l * i l l o i * l * o I I * o o l l i i o o i l l o * i * i i l oi i o _ o * i i * i * l o l I I o * o * * * I I i i * o o i I I * i i i * i I *
i * * I o o l l o i l l * | l i * I o * * * i l l i * i a o l I I i i * * * i *o l o * * o I I i i l I * * l o l o * * i l I l i i * l u * i i o i o * I o o ii l i i o * l o l * l | * o i o l o * l I l | l I * * l i * i i o i * * o o * i* l * * I * * o i o i o * I l I l o * o I * * * I * * i * * I i , i o * i l * l
* i i , i i , i i a I I I I I I I _ * I I I o * I a i , * * i a i a I , I I i *I * o * I I * a I I I I I I o , I I I I * I * I I , I o * i I a I I I I I I I *i o o o l o , _ i l | , i | l , ! i i l , i , l , i l , , i , i l i , l , , , ,l * * i * i , o , o o l i i o , , l l o , l , l o o l i , l i i i ! o i , , i ,l o , l , i i i o , | , , , , , i l , o l o , l , , , a | l _ l I _ I I * I * l
I * l I * l * o a * o * I * I * I * o I l o o l a * * I l I * o * o I I * l * l* o l i * i * * I * I * a * o * I * o a I a l l l * o o l I * * * o l * * l * I
I * I o * * * * l o o I I l o I o l * I l I l l o I a l I * * * I * i i l i * *i o i * l o , i i o o o i * l l , * i a i i l * * o o * i * * o l o i i o i * i
:,:,:,:,:,,,'.": : :, :. :, : :,.',, ,,'..,..,,,':,",,,, , ,,,,,,,':,,,:,,,,, ,,':,:,:, ,I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
o l , l * l l i , l o i , i l , l I , , ! * , l i l , l i o i i * l , , o o i a
8_ °''°
_ o4
...... ......................................... ........._=_= ........................- ....... _ ........ ; , ,_ ,_ , ._) O. uJ I.-. _ * m i * * * o i m a i o m o m i * l m o l o * i | m I * o l _ I * I *
i i i i | i , | i i i | i i i i , i | i _ i D i i i D i i i i | , , | i I
i i i i i i _ i i i i I i i i i i i i i ! I i i i i i i i i i i i i | i ii i i i i ! i i i i i i i i i i i i i i i i | i i i i I i i i i , i . i ii i | i | i ! i i i | i i i i i i i i i i i | i i i i i i i i i | i D I |
i i i i i i i i i i i i i i i +1 i i I i : i i i i I i I i i l
i i i i i i i i i i i i i i i i i i i i I i i i i i i I i i i i i i i i ii ! I i i i i i $ i i i i i i i i i i I i i i i i i i i i i i i I i i i ii i i i i i i i i i i i i i i i i i i i i i i i i i i , i i i i i i I i ii i o i u i a n i o I l n I i o I i o t i i ! a I o I I o a i i o o i i Ii i i I u o I i o o i I u I o o I i i o i o a a i i I o o i i I o o I i I
o I I i I I i I o I i o I o I i o a I I I I a I o n I o I a I I o I I II I I o o a : I i i i i o i i o i i I i i i o : i i i i i i i i i i i i II l i i i i i ! i i i I i i i i i i i i i i i i i I i i i i i i i i i i i
i i i i I I i i i i i i i i l I I t I I I I : I + I ' I I I I , I I I'll II I I I I I I I I I I I I I I I I I I , I I I I t I I I I I I I I I I / II I ! I I I I I I I I I I I I I I I I I I I I I , I , l I I I I _ I ' I II I I t I I I I I I I I I I I I I I I I I I I I I I : I I I I I I I I I II I I I I I , I _ I I I I I I I I I ' I I I , , I , I I I I I I I I I , I
I I I S I I S I I ¢ I I I I ' I I I _1 I _ I I I I I I I I I I I ' I ' I |I I I i i i i i i i i i i i I i i i i i i i I i i i i i i i i , , , i i ii I i p i i i i t + i i i i i i _1 i i i I , i l i i i i i i i , i i t i i ii * l I I I I * I I I _ I I * I I * I I I I * * * I * I * * l I I I I * *
I I I I I I I I I I . I I I I I ' I ' ' I I I , ' I I I I I t I I I , I II _ I I I I I I I I I I I I _ I _ _ I + + I I I I l _ D i i | i i i | i , io i i o i i i i i i i I a i a | i o o o i o , a i i i I o i o I i I I a 41I i I I a i I o i t o I I a i o i i o o i o i I a I i o o o i i o I i o i iI i I I I i I i I i I I i I i i i i i I l i i i i i , i I i i i i i i i i
i i i I , i I i I i I I I I i i i i i i i i I i i i i i I i i i I i I i iI i I I I i i i i i I I I i I i I i i I I i i I i I I i i I , i i ! i i i iI I I I I i I I i i I | I I I I l i i I i i I I I i I i I i i i i i i I iI I i i | i i i i i i i i i i i i i i i i i i i i i i ! , i t , i 4 i i i ,i i i i i i i i i i i i i +1 i i i i i i i i i i i I i i i i i i i i , , i
i i i i i i i I i I i | i i i i ! I I i i 1 i i i i i i ! i ! i i i i I ii i i i i i i i i i I i i i i i i i i i i i i i i i i l i i i , , , i , I ii i i i i i i i i i i i i .It i _1 i i i i i i i i i i i i i i i i I i i i ii i i i i i i i i i i i i i ! i i i i 1 i i i i i I i i i i i i i i i i i i} | i i i D i ! . i i i i ! | i I | i i i i i i i i i i i I i i i i ! i i
i i i i i i i i i i i i i i i i i I i i i i i i i i i i i i i i i i i i li I i i i i i l i I i I i i i i i i i i i i i I i i i i i i i i , i i i i i
i i i i i i i , i i i i i I i i ! i i i i i i i , i : i i , , l i , i , i ii i i i i i i i i i i i i i , i i i i i i , I i i i i I i i i i . , . i i
i i i i i i i i i i i i i i i i i i i + i i i I i i i i i i i i i ¢ l ¢ t i i ii i i i i i i i i i i i | i i i i i i i i i i i I i i i i i i i i , i +c i
i I i i i i i i i t i i I i i i i , i i i i i t , i i + l , i i i i , , i i ii ii i i i i , i i i i i i i I i i i I i i i i i i i I i i i i i i i i i i
, , , , , , , , , . , , , , . , , , , , , , , , , . , , . , . , , , , , ,i i i i i i , i i i i i i e + i i i i i i i i i i i I i i I i i I , i , i , io l i i o l l l l i l i l l i l i i l l i l l i i l l l l l l i l l l l lI i i i i . , l i i i i l i l i i l l i l i i , l i l I + l l i l i + . l l ii i i i i l , i i i l i i i l i l i l i l , I , i I i l i l , l , l , l i
".,:. ",,: :, :, : : : :, : : :', . , , , , ,, ,,':":,.,, , ,,': : : , , : :, :. : : : : : : ::,,,, , , , , , :i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i il i i i i l i i i I i l i i i i i i i i I l I i i i i i i i i I i i l i i i
. l i I i + i ,t + i + i i i i + i i i + i i i i l i i i i l i i # i l i i i+i i i i i I i i i i i i i I i i i i i i i i i i i i i i i i i l i i i i i i
,, ,+ ,+, .... ..... .... ,,:, ; , ; ;: .... ; ..... : ,i i i i i I i i i i i i i i i i i i i i i i i i i i
............. •,,.,,: +.,,., .... ....... .....i i i i i i i i i i i i i i i i i i i i i i i i i i i i ii i l i l i i i I i i i i i i i i i ++ i i i i i i i i i i i i i i II i i i i i I i i i i i s I i i i i i i i i i i i i i i i i i i i i i i i i ii i i i I i i I i i i i i I i i i I i i i i I i i i i i i i i i i i i i i i
l i i i l l i l i i i i i l i i l l l l l i l i l i i , . , l. i l i i i l l l l i i i l i + l i i + I + + i i + £, + l I + i l + l l + l ii I i s , i i i i i i i i i i i i i I i + l i i i i i i i l i i i i i i i i
....... : ......... : ..... : ....... : , ,, ....i i ! i l i i i i i I i i i l i i i i i l i i i i i i i i i , i + ii i s i i i I i l i i i i i i i i i l i i i i i i i i i i i i i i , i i i i ii i l i I i l i i i I i i i I i i i i i I i i i i i i l i i i i i l i i l i i
•I_ i + i i i i i l i i i i i i i i i i i i i i I I i i i i i i i i l i l l i
.... ,i l l l l l i l l l i l l l l , l l i i l l l i l l
_i ,111 .............. _ ...... .I_i ._i ............l i i i l i l i i i i i i i i i i i i i i l i i l i i i l i i i I
i i i i i I i i i i i i i i i i i i i i i i i i I i i i i i i + i l i i i ii i i i i i i i i i l i i I i i i i i i i i I i i l i i I i i i i i i i i i i
11 i _ l i i i i i i i ii i i i I i i i i i i i I i , i i i i i , i i i i i ii i i , i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i ii +i i i + + i i i +i i i + i J i ii i i i ! _ I _ _ i . + , i i i , i i , i ,
i , , , i i i i i i i i i i i i i i i I i i i i i i i i I i i i i i i i i ii i i i i i i i i i i i i i i i i i I i i i i i i i i i i i + i i i i i i i i ii i i i i i i i i i i i ,i i i i i i i i i I i i i i i i , i i i i i i . i ii i i i i i i i i i i i i I i i i i i i i i i i i i i i i i i i i i i i i i I ii i i i i i i i | i i , i i . i i i i . i . i i i i i i i , , i i , , i | i
v
,rl
11E.,I
.I.I
t,+-I.,I.I
LLI
._._ E .... E_ "--'_
_ _ E_E _E E -m EEO_ 0_ __ 0 _ 0_ O_ 0_ ___ 0 0
XXXXXXXXXXXX_XXXXXXXXXXXXXXXXX_XXXXXXXXX
mmmm _mmm _m_ m_
2.9
.HOOX _0
IOOloIl| IonllolOiIlu ooa|lgOlOOnOOOla
IIIIIitl Illlllllllll IIIOaIIIIIII¢IIO
IOllllll IIIOllllllll IIIIllllllllllnl
IglllUll IIIIIIIIIIII Inllllllllllllig
,_g ........ _, ,_ ,,_ ................I Illll Ill II II IlllgllllOIIIIII
i i l o i i i i * i o i , l l i i o i I i o a a , I II i .II i l i i l i I I o
a | o a i o o I I ! o I I o o I I o o n I , , i n I i o i , o i o i o _ o io I i 'I I i i I I I o i I o I I I o o n o i I i | ! I o o I o i I I o ! o Io o o o o i i I o o o I i * I i I i o i o i o i i * | | , * , | i o o a | u
i i a i * i ! i i I i o i i i i i I i i 41 i i i i I i i i i i
o | i o l I * I i i | I l i i a i i i I i i i i i a i | i * i I i i , i i *i * I I I I I , o i i i i I i i o i I i i I o I I i i i i I i a i i i i i ii i o i i , i i i i i o ! i , a i i i o i ! , i u , a i , i i i i u i i iI I I I I I I I I I I I I u I I I I I I I I I I I I I l I I I I I I I I I I
| I i ! , i o i i i i i I a i i i , i o * I o i o , i * I i a i i i i i ! i
i o l i o i i i i i u i ! o i i o i I i i i , i I l _ i i i i l i i i , i il l * o i i i i I i i i i i i * i o ! o o i i I i , l i o i o o o I , o i io , i o i o i , e i i i i i i o i , a i o i i o I o a _ l i o ! i e l l i lI l i i * a o o u i o , i I i i * o l i o i i i i l l , i ! l I a i i i I *, o o , i i o i i i o * l i i l i i a , a i i o I i i I _ a * i , i i * i
i I i o l i | u i i i i i i i i i o i i i i i i I , o i a I I * i I i i I II i , I I o I o , a o o I ! I I I i , I I I I o I I | i a i I , I * | a I ,I I l i I I I I o , i o I * * * I , o I i I I I ! * i , , i , I I I I I I li | i o i i o o o a i o i i o i o 41 i i o i i i i o i i _ I i i i , | i i u• i o i o o o o i i i i , , , o i .II i 41 i i , i i i I i i i , i i , , i i ,
i i i _ e , o i i I i I i i i i i i i i i o 41 i i i i i i i a a i i , i i Io i , i i l l o i i l l i l l o l , , i o o , , i o i i i i l l , , , i o l
u i | i i i o i i i a i I , o I i i i I i i i i * i i I i I a o | i i i i il I I I i i i i o i I i i i i i i i i i o i I i I I i i * , , , i i | i | II I i l l I I o o i o i I i I * I o i , i | ! I I o i i II | o I I , i i I i
i I * l * i i i i i I i i i | i i i i i o o i o i , a I iI | , * i i i i i io o i , i i i o i i o i i i i i * . i o i o i a | i i i i i a , I u i i i
i i l i s i i a I * i I i I i I I I o i o i i i I i i I i i i , i i u i I oI i l o a o i , * a i o i i o u o o , i o i o l i l l i l a l l i * l l l oo ¢ i i i i i i i i i o i i o i I i o i o i i i l i i i i i i * i i i o u io i i i i o o i o i i o o i ¢ i I i I n i n o , I , I , I o I I I I I I I ,i i i I i ¢ I i . i i i i i o i i i i I i i i o i a a i i i i i o i i i i i
i i i i o i i i i i i i , i i , , o i i i i , i ! , , u i i i i | ! I i i ii o o l I i o i l i l o l i ! i , l I , l , , i i i i i I i , i , l , l i
...................... ":.............o , , , o i , o i i a I o i i s | a i i n o i i , , a . i o , | , ¢ . o oo o i i i i o i I i a o I o i o i a i i i , i o i a i i o , u o o , o ,
I I I I I I o I O I I o I I I I I I I I o O I I I I I I I I o I 1 I o I n o
I I I I I I o I I I I I I o I o I I I I I o i i i i n i i i , o i i i i a i
I I i i i i o I I i i i i i o I I o i i i I i i i i i i i i i i a i i i , ,
I I I I I I I I I I I I I I u I I e I / I O n i i * I o I l o i i o i , o i
o o i a i i i , | i i , I o i , , o a _ a o a , , n o ¢ , , i , o | , | * ,
o o o I I o , a I I * o , ! o I o o I i o o o o , , , , a a o , o , o o o ,o I o o | o I , I o o I u , o I o I I ¢ o | I o I I o | , a o I , o , a o I ,o o I o o I * I * o I o o I I I , I o I , I o I I I o o a , I I o I o I o , o, I a I t o I I I I I I I I O i . I I I o , I o 1 I o I I o I I i l I o I i I
i | a i a o o i | o o o i , o i o i ¢ , i , * i o * i o o i i o o o I i i
I I I , I I I I O o I I I I o I I I . I , I I I I I I I I o I I I I I I I I
I I I I I o I I I I I I I I I I I I I o I I l I I I I n I o I I I I o e l I I I
i i i o o o a I I | i I i a I o o o i a i n i i n I o i i o i i i i i i I o * ii o o i o i , o i i o I o a i i o o i i i i o , o o I i o o i o , i a o i o o iI I I I O I I I , I I , O , I I I I I I I O I O I I I . I a , I I O I i i
!':.,',, ., ,,"!'!!;,,,...";"!,,,.',,' ,,"!,,,"!,,";., ,, ,,,,i , i i i i i i i i i i i o i , i I , , i i , , , , i i o o i i o i , u , i i
0 __X
0
* i i , o i i a i o i i i n o i i i o i o i , o , i , o a , o i o i i a . o ,_#9__,,'N I . u * ! , * I a i * * o * i i i i , i o | i o * o o , o , i i I u o a o , ,
.....q) -- .-. .............. ', ', : , ,,,, ,,,, , o , i o o , i , i o i i i o o i i o o a o i I , i i a I , , i
' , .:.: ...... .:, ,.,,, , .: .:.......i _ , , , , _ , | i n o I * * I I i I | * , , * I * o * i * ¢ , ; I , I I o * *'_C_ 1.1..I._.1..1"-" 'i( i o I , * o _ I o I o * ¢ i o i o i i o i , , o , , i o i i , o , , o i o i
......... ;;" .......... i ......| i o , o t i o , u i o , , i * o , i i o o o u i i * o , u a a oo o o I ! o i u * n o I o I o I l o I * * a _ o o * * o l I o _ I I I o I
I a i , I I I o _ I o ¢ a * o I I * i o I I I I o I a w I n * , a * _ a I I I o
e s n I o o o * ! * | * o n ¢ * * I o a o I o o a * I a * I a s n o I I * o i *| I n o o ; a o ! o ! ! I I n I * : ! a * i o | a * , i * I o J i J o * ! o , *m i o a * o a o * ! ¢ a | a a * I a | * i , i o t a | o n o o * i a o , , o a *• i i i * ¢ i J ! | i I i i s ! u i u i _ o o o i i i i I * o I o i o i i i n o
*lo*lnl_ll_*oolo*aloloi*l*ll*oollill iioDo*al| in olooaoa**l_n*lo****o_ol o_
I_*oaooa|lmaolll_i*l_l*aol*loo*oo|loo ou *olo_llllooloo*loooloo|lol*|_laOJ oI*ooooaolol_olooi_llullaulln*on_||l** _ioI||*a*_*|*|llo*l|D|olal_lloloaooa**ooIOOII*IOOOIOD*IOO_*IO_I|IIIIO|OIIlU_I a
*¢*anllosoolo_uollgoaoolooaolollollan *lliililieiOliilOllllglllllOilOIlii liOll*lOOlOOlOllnollooolaaool*allaOloo*lii oIllillllllllllllllllllllgllllllllllllliUililliliOlilllllgilillllliilgllllllII i
_.1 _N_ :,:::: :: :::::,: ,:,::::::,_ ........ _ :,:: :._,'--4 ........................_=,_z_ ............................ ,, .... _, .......o * i | n i i * _ u o _ i i a o i i i o a _ o | * o * a a o o ! u i _ u o o
, , , , . a . _ o . o , , , _ o , , o , , , , , m o , m , , , , , , , _ , oIllll _ I } al _ OIOOIOlllOllOllllOllalOllllOlIIIIIiiiiiiiiiiiiiiiiiiii IlllllilllllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiiiiiiiiiiiiiiiiiiiiii IIIIIIIIIIIIII
* * * i ! i i i , | i i i 41 * i * i i , i , , * | , , , , i , , , ,
, i i , ! 1 i i i i ! i i | l i ! i , i i i i i | i * , , , i , |i i | i ! i i * i ! i | i ! I i * ! , , | i * i , , , i , , i i , ii * * ! i i i i i i I i i i i | i i i i i i i i i i * ! , | , | i ii * i | i i ! i | i I i i i i ! * , i i i i i i , i i i i | , i i i! i * ! i * i i i i | i i _ i _ .k .k i * i t i i i i i i * i i i i i
i i l | i * i i i i ! i i i i i i | * ! i | i i * | i , , i i i ,| | , i i * | i i i .1¢ i i ! i * i i i | i | i , i * , , , i I ! i| i , i i i i i i * * i i i i * i i * i | i i | i i i , , i i | !| i * i i * * I i i , | i ! * * , i i i i i i , | , , , , i i | *i i I i i * * i i i i i i i * i , i i i _ * i i * I , , , i i i ,
i i , i | * _ i | , i i i i * i , _ i _ i , i , , , , * i | ¢ | *i i i i i * i * * * | i i i i i ! i P i i i _ i , , , i * i | i i *, ! , i i * I i I * i , i i i i ! | ! , * * i ! ¢ , i | ! , i i i| i , i i B i i i * i i * i I i i , i i | i * i , * * * * i * * i ,i i * i i i i i , i i i | | i i i i i i | i i i | i i i i i i * i
, i * i , | i i , * i * i , i ! t i i | , i * i * i i | i i * * *i i * i i | i * * * i i i , , i all I * ! i | i i * _ * | i i i i * i ii I * | I I I I * * * * * * * I * i I i i i , , * i i i | , i * i
................ _ _ .......... Ii I i Ii * I
* * * | * i , i , , , i , i , * i i i * I , * * , , , i ¢ i i i , ,
, i , i * i , * , , i e , i ! , , , i i i , , , i , , , , ¢ i i i *i * , i * i i , i * * i * i * i * i i * , , , * i * | i i i * * * i
* l , i i ¢ , * , * i i * i * l * i | l , , ¢ , s * , * * i l , * *l ¢ i * * , , , * * * * * * l , , l , , , | , i l | , , , , , , i
* * * * i * i i i * i i , i , i .il i * * * * , , i i ¢ ¢ * I i I * * ,* i * i i | * i i * i * * * * i i * * i * * | , , * * * | , * ¢ * ,* i * I i , * * i * | * * * * * i i | i * * , i , * i , , i * * * *
* i | i | | * i | * i i , i * * * i | * * * ! i i * i i * , * * * i* i i * * i * * i i i * * i , * i i * * * * ! i * i i | _ * i i * * i i* * * * * i * i i i * * * i , * i * * * * i i * , i ¢ , | i i ¢ * il i ! * * l i * , i i * * * * * * i l * , * i I * * ¢ i , * i l * * i i* I I 1 * l l * I I I l I l * l l l I l I * I I l l I * I I I * I I
I i i i * i i * i * , * * * * * i i I * i i i i i i i * i * i * i iI i i * i i i * i i i * * * i * i i i * , i i i * * i i * i * * i * _ i* i i i * i * i i i i * * * _ * i i i * i i i _ * i i i i i i i i *i i i I * i i | i i i * i i i * i i * i , i i * * , i i i l i t * * . ii i i * * i i * i * i * i i i * i i I * i i i * i i i * | * * i l i
* * i i i i * * ! . i * i * * * i i i * i i i * * i i * * . i i * *i * i i * i i * i i i * i * * * i i i * i i i i i i i i * i i , i i i *i * | * * i * * i , i * i * i * * * i * i i i * * i i i i i i i . *
* i i * i * i i i i * i * i * * i * * I i i i i i i i * i i _ * i l *i * i * i | * * i * i * i * i * * _1 i * * ! i i . * _ i _ i i . * . *
* * i i i i _ i * i * / i , _ l i i _ * i i i * . i * i i i i _ , *, | i i i * * , i i i i * i * * , , , I i i , , * i i i i . . * i
* I * I I I l I * I l * I * I * I * * I I I I I * I l I I I * * I *
i * * i i i i i . i i * * i i * * * i * i i i , . * i i _ i i i
i * i i i i , , , i , i * , i * * i i , i i . , . . , i , i , *, , i * i i , , , i , i i , i * i , i i , i i i i * i * i i , _ , , *i , i * i * * * . . i * i , _ , _1 i i , , i i , . i i | i , , i
, i , i , * i , i i i i i , , i . i i ! , i i i _ i i i _ i , , i i ii , , , i * * * i i , i i , i , , i i i i i i i i i i i * i . _ i
.:!,, ,,, ,.,"',,,,,,! !, ,,,......,,,,,,,,,,,,,,,,,,,,,,,::.,!!.: !!,,., ,,,,,,.,,,!! .:.:!,,,,,,.,I I I I I l I l I I I l I I I * I l I I I l ¢ I l I I I I , I I i , I * *
I I I I I I l I l I l I l I I l I * I l I I I I * I I I I I l I I I * I I
, , , , ._ , , , , , , _ , , _ _ * , , , ._ ,i * i * i * * i * * i * i i * i * * , i * i i i * * i , *
....... ? ..... ] ................ ........ _;.; ................ _ .......* * i i i , , , | , i , i i i , i , i i i * , I i , . i , i i , I ,i , i i i i i , i , i i i i i , i * * i i i , i i * i i I , i i * i iI l I I I I I l I l I * I I I l I * I I I I I I I l , I I l I i I , l
I I I I * I I } l I I I I I , . I l I * I * * I * I I * l
i * i * i i i i * / i i * i i i i * * * i * * * i i i * i , i i . i * . . *I I I t I I * I * I I I I I I I l I I l * l I * * I l I I I I I l I I I I
i * i * i i * i i i * i i i i i i * i * * i i * * i i * i , i | * _ i , ,i * i * i * i i i i * i i i * i i i i * i i * i i i i * i i i i * i * i _ .i * i ! | * * i i i * i l * i i i * i * . i i i _ i i * . i . i , _ . . .
i , i = i i _ ..... = .......... g = .......... : :i i i i * i i , * i i i i i * * * i , i _ i * * * _ i _ i * i
i i i i i i i i *"i
* i i * i i i _1 41 i * .11 i i _1 i i _1 * _1 i l i i . i i * i i * * I * * i i *
i , i l i i i i * i , i i i i i * i i * i i i i i i * * * * * i * * * i * *
,: ,.,, ,, ,.,, ........ .: ,.,, ,. ,,: ....... ; .., , i , i i * | i i i i i i * i i i i i i i , i i i i , , ,i * i i * i i * i i * i , , i , i i . i i , l i i i i i . . I i
i * i i i , * , * _ * i * i i i i * i * i i i i , i i , , , , i i i * i . *i , i i i * * i i i I i * i i i * i i * i i i i i , i i , i i , i , . i i , ,i , i i i i , i , * * i i i i i i , , * i , i i i l i , i _ , , . i , i i ,i , i i i , , i , i * i , i i i i , i , i i i , _ i i i , i , , i i i , . i ,, , i i i ! i i , i * i , i i i i , i , i i i , i i , , , i , i . i * . i .
XI.LI
4-*
2.18
0 __Z_X
o
0 ..._LU
_0__
Illlllllllllllllllllllll Illll*lllllll I
Iltlllllllilllllllllllll IIIIIIIIIIlil I
IIIIIIIIIIIIIIII I I II IIIIlllllllll I
IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIItllll I
III}lllill}lllllll}lllll IIIIIIIIIIIII I
IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIII I
Illltlllllllllllll:lllll IIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIII IIIIIIIIIIIII I
..... g ,gg_ ,_,_g ,_ ......................lllll I I I I }I_IIII}IIII III }I}II
llllllllllllllllllllllllllllll III III} +llllllllllllllllllllllllllllll III IIIII
llllllllllllllllllllllllllllll III IIIII
llllilllllllllllllll$111111111 _il lllll_lllllllllllllllllllllllllllll II IIIII
IIIIIIIIlllllllllllllillllllll III Illll
l _ l * i l l l o + i o _ i l u o l l l o o l _ i l l _ l _ l i l o o
llllllllllllllllllllllllllllll II IIIII
........ _ , ,_ , ,_ ,_ ....................IIIIIIII }I II I IIIIIIIIIIIII II IIIII
• ,*noooala,lmo,*,o*,_*_,_,o,,o o* uo*,,,_ .......... _ ..... g ,,_ _,,,_ .......l llllOi*}ll lOlll 111 I Ill l} l}llO
IIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIII
............................... : :'::'llllllllllllllllllllllllllllll I I I
llllllllllllllllllll}lllllllll IIIIIIII
lllllllllllllllllllllllllllllll ll IIIII
llllllllllllllllllllllllllllll II lllll
m +++;+=+<++= mmmm+m; _
o
_Ol&lf/ll,--
+ )+)+++++
Xul
.)|w
2.20
g$ eem
0_0_0
_ m
0 __Z_X
I I I I | I I I l I I I I | t i I I I I l l i l I I i I I I I I l _ u ,
I I p I I | I _ ! I I I _ I I I I ! I _ _ I I l | | l I l I l I I _ i II I I I I I l I l I I I I I I I I I I I l i I I | I I I _ _ I l I Q _ lJ _ D J I I I _ I J _ I J I J J ! _ _ _ , l ! l l l I l D I I I I Q _ I
l I I D I | l l l I I 'I: I I ! I 1 41 | , "I_ I 'II I l l _ "II "II 'II I _ -I{ I
I I I I I l l I _ _ I ! l I l I I l l I I I I I l _ I l _ I I l I _ lI I I I l I I l I , l I l I _ I I l I _ , I _ I I *II I I I l I I I l I
l l | I l I l I q l I I I I _ I | I _ _ I I I I I I I I l I I _ i IO l I l I I I I I _ l I l i l I l I I l D I , _ I I I I I i I I I I I
I l I D _ , I I I _ l I l I I l I I I I I ! I _ i I I I _ _ i I , I I
I I I I I I I l I I I | I l l I I I I | _ I , I I I I ! l I ! I I I |I I I l I ! I l ! _ I I I I I I I I I _ l l I _ I I l I I l I _ l O II I I l I I I I I _ | I u I I 4 I I I I l D I _ I I I l I I I l , l i
_ll l I l _ I I I , I _ , _ _ I I , i I O i , , , "k I O I , _ I I i _ OI I i I I I I I _ D l i I l l I I I I , i i _ I i l l l I I I I l l
I I I _ I | I I I _ I I I I | I I I l I I I I , I I I _I l I I Il I l _ l D i I I I I l I i I I | | I I I I l I , I o I | _ I 'I_ ,
l I I I I | I I l J I I i I i I ! I l l I , | _ l _ I I I I I I I l Il | I _ l I I | I l l I I I _ I I D I _ l | 1 41 _ l l I I l I I l I _ II , l | I I I I | l I I I l I I I I I _ I I I I I I I l I | I I I I _ I
l l I l I I I I I Q I I I I I I I l I I I I l I I I I I | l I l I I I
I , I l I I I l I ! I I l I I I l l I I I I I _ I I | I l I l I | I II l I l I I I l I I I I I l I l , I I l I I I I _ I I g I I I I _ I | | I! l I _ I I l l I I I I I l l I I l _ I ! l I i I l I I I l I I l l lI l I l I I I I I l I I I I I _ I , I I I , l I I I _ I l I I l I I i | lI I _ | | _ J I l I I _ I I ! I 4 l _ I l | I _ I I I I I l l I l I l
J I I I I I l I I | I l I i _ I I i t I l I I l i I l I I l I | l i lI i I I I I l l | I | I I _ I l I I I I _ _ I l I Q I I l I I I I I l l l
I I I I l I l I I I l l I I l I l _ I I i I I l I , | | l l I l I I I l II I l I l I , I I l l l I I i I I I I i I i i I l i I I _ l , l I l I
i I i I l I _ D l I I I I I I I l I i i I I I I I i I I I I l l I I Il I I I l l l I I l I l I l l _ I I l I I I I I I t I l I I I | l l D l Il "II I | I I I I I l I I l I I l l I _ -II I I l I i l I I I m , l I l i
| I l I _ i l I I i _ l I I I l l I i I 4 Q I l I I I i | I l | I i
i l I l I I l i _ I I I I l I I l l I I _ i i I , i I i i l I I I _ iI l _ l I I I l l I I I l I l I I I _ I l l I l , l I l I l l _ i O i lI l I l I I D i I I I l I I _ I i I , _ I i l l i , D I I l I i I l i lI I I I i i I I I i _ I I I l I _ I I L I I _ I I I D l I I I | D I _ I
i I i i i _ i I i i i i i i i i _ ! i i i i i i i _ i i i i a i i i _ i _ , i
i l i
i i i i _ i i i i i i i i i i i i i i i i i i i _ i i i i i i i i i i _
i i i i _ i i i i i i i i i i i L | i i i i i i _ i i i i i i i i _ i _ Ii i i i | i i i i i i i i i ! i _ i i i i i i i i i i i _ i i i I i i | i
,_ ,_ _ _, ..... _ , ,_ ,_ , .. , ,
I i i i _ i i _ i i i i _ i i i _ i i i i i 4{ _1 i i 1 l i / _ i i i i i i
, ,_ .................... _ , ,g , ,; ......._ ............ _ ..... _ ,_ , _ .... _ ,_ ,i i 41 _ _ _ i i i i i i i / i i i i i i i i i _ i i _ i i i i i i i i i
t i i i | i | i _ i i i i _ i i _ i i i i i i i i i i i i i i i I _ i i ii i i _ i i i I i i i i _ i i _ _ i i i i i _ i i i _ i 4{ i i i i i i i i
.............. = ............ _ ...... : 1 I
i i i i i i i i t i
I I I I I I I I I I I ¢ I i l I I , I l I I I I I I I I I I I I I I I I I
, i i _ i o a o a i I i i i o i i i i I a i | i o o o o , _ _
i i _1 , I 4_ i , o 41 , _1 i i 41 i , _ n _ i i I , ! i , _ o I , i i l a , ,
_ i i , i i i i _ i i i i i i i . i i i i i i i l i i i i i i i i i i i i ,
i i i i i i i i _ i i i i i i _ i i _ i i i i i i _ _ i i I i i i i i i i i
w
221
ZO
i | i , i , i i | i i i i | | 1 , , * ! i i * i i * * * i .k _ t , i i i ! |
i i , i , , , i i i i | * i * i i * * , i i * * * * * * i i , i i i , , , ,i | , i , , , i i i i I i * i i i i * * * * * i i i i , , i , | , i , , , ,| i i i i i * i * i i i i , i i i , i i i , i | i i | , i i i i , t , i , i
............................. ,;; , ,_; , .;i i * * * * * * i i i i * i i * i i * * * i i i * i i * ! * * i *
i , , ! * i i , , , , , i i i , , , i i i , , i , | i . , i e , | i i , ,i , , l , l ! * i i i * l * * * * i , , i i i * * * , +i , , * , , , i , .i * i i i i i * i l , , , , , l i , i i * * i , , i , , , l , l , , , , ,, , l , i i i i l , , i , , i l , , i , , i i i l i , , i l , i , , , , i, , l i i i * * * * * i i , i , i , i , , i , i i i , , i i i i , , i , i
I I I i I i I I i I I I i I I i i i I i l I * * I I * I I I I I I l I l I
i , i , i , , i i * , * * * i , , , , i * * * * * i , i , , i , i , , i iI I I l I * * I i 4 l I I I l l i e l I I i i I l l I I i l I * I t I I I
i , , , i l , i , , l i , i i i , , i i , * , l i . , i , , i , | . , , ,I I * I I I l I I l l I l I I I I I I I I I I I I * ¢ I I l I l I _I _ * I I
l * * * * * l * * * , i i l * i * l i * * * i * i * i l * l * * * i * i l• * * * * i i , , | * i i i * i * i , * * i * * * * * i , i , , i i * i ,, , , , , , , , , , * , i , * i , , , , , , , , , i i , , , , i * , , , ,
........................ +; .......... ;• I I l I * I I I I I I I I l I I I I I * I l I I * * I I I I I I I
• i * * i i i i i i * i * * * i i i * i * i * i * * i i i i i i i i , i ,i i * * * * i i i i i ! i i i i i i i i * i * * * * i i i i * * i i * i *
i i i i i * s * i * i * i i * i i * * i i i * i * * * * i ! * ! i * i i *
i * i i i i ! * t i i i * i i * i * * * i * i i * i i * i i * * * _1 _1 i * ,
i I * i * i i * i * * * * * i i * i * i i ¢ i * * i i i i * * i , i i * *
t * * i i i i * i * * * i * * i * i i i i i i * * i i i * i * i * * i i *
• * * * i * * * i * * * i i * * * i i i * i * l * i * * * i * i * * * * i• i i t i i * i i i i * i * * i * i * i i i i i i i , , , , , , , , * i i *
• * * * * * * * * * i * * * * * i * i * * * i * | i * * i * * i * * i * ii i i * i * i i * i i * * i i * i i i i , i , i i i , * * * i i i , i , i , ii i i * i * * i , , i i * i i , i i i i , , , i , i * , i * i i * , i , ii i * * i i , i i , i , i i i * i * i , , , , , i , , l i , i , i i , , i i ,a I I I I I * i i i i i i i i i i * i * i i i i i i i i i i i * i * i i i
i i i , i i i i , , i i , i i , , , i , i , i , i i i i , , , , , , , i ii , * I i i i i i , i i i i i i , , , , , , i , * I i i , * i , , , , i i , i
i , i * i i i i i i i i ! , i i i , , , i , I i i i * i i i , ! i i , i i , ii l , , i , i , i , i * i l i l i , i , i , i , , i , l i , , | i , , l , , i• l l , i l l , i l , l i i i l l l i , l , i , l i , l i l l l i , , i i l i
l i , , l , * I i l , l l l l , i i l l i , i l , , l l l , , , l , i i l l l• , , , , , , , i , , , i i , i , , i , , , , , , , , I l , , , , , , , , , ,l i l l i l , , i l l * l l i l * , i l , l l , , * l i , * , l , , * , l i li l , , l , l , i i , , , l i l I * * l , i , , , , , l , , , , , , , l l i ii i i i * * * * i i i , , i i i , , i i , i , , i i , i i i , i , , , , i i i
l * * i * l l * l * * * l * l l l * l * i l i l * l * l * * l * * i * l i *• * l * i i l * i * * * * * * * * * i i i * i * * l * * i * i i i i * l * l• * i * i l i l i l l I i * * * l i * l l i i * * i i * * l * I * i * l i *
• l l * l * l l i * * i l l * * * 1 11 * * l * * i i i l * l i i l * l l i *i * l * i l l l i * i i * * * * * i i i * * * * i i l i * i i * * l l * i *
l i , * l l i l * * i i * l i * i * i * i * * i i * l * * l i * i i * i * l
l * l * 4¢ l i l l l l l * * l * * _ l l i l * i * l i l l l *i i i i i i i i * * i i i I * i * * 1 , i * * * * i i * i i * i I i i i * i• i l i I , * l i , , i * i l l i l l , , , , , i l , * i , i * l i l i , , ,i i * l i i l l , l * i l i i i l i i , i l i * i l , i , , i * l , i , , ,
........ : ........... ; .... ; ' ',_,; ' :_: ............. •,,, ...... _ , , , +,, ,..." * , +, :+_+, ,'..• * * * * * | i * i , l , , l i , , , , , , , , , , , i i , i , ,411
, l i , i i , i , , ¢ ,41 i l , , l * , , I , , * i l , l l , i i , i
....... : : ', ', : ........................ : :
i i i i * * i l i l l i i i i i l i , , , l l , l , , l l , , i i
l l , l * i i , i i i , , , i , , l , , l , , , * l * i l , , , , i , , l l
;; ..... ;_; .... _ ........ _ ...............,i i , i i , i * i i i , i , i , i i i i i , i i i i i , , I i i , i i i i , i +
• i i i i i i i i i i i i i i * i , i i I i i , i i i i i i i , i i i i , , i i, I i i i i i i i * i , , , , , i i i * * i i , i , i , , i i i , , i , i , , ,
i , l i i , i i i i i i , , i , i I i i i i i , i i , i , i i i i i i , , i i ,
O)
-H4.1I=0
_o_ -=_
=++ +m
mmme .
Nags_m_
rj
@,MJ_
2.22
-H
0
IteDl|l Itlltl|lDII I|lllllel|ltll| It
i i_lliii iIiiiiPiiii IIIIIIIIIDIIIII iii iiii i ii iiiiiiiiiii iiiiiiiiii1_/1/ iii ii1|111 ii|lllml|,l iiiiiiiiitlt _1 _11i Iiiii1| iiiiiiiiiii ellllllllllll,_ ii
I Iiiiiii iiiiii1|111 i1|11,111_,iiii iii I|11 | ii iiiiiiiiiii i|lll|llDiiiil_ iii illltll ,lllllltlll i1_11|111111111 i|i iiiItll II|I|IIDI,I iil,llllllll,ll i!| iiiiiii ii|llllllel IIDI¢III|IIIIII II
, IIIIIII IIII1|.11_1 IIIIl|llll,_ll, III IIIIIII I_,111.11_ _ll_l,._.i,_l,I I.
I IIDIIII Illell||l_, II1_,_,_1111,1 I.I III1|11 IIIIIIII1,1 III1| /_1 IIIIII III IIIIIII |111|1111_1 I_1|111 I_1_111 ,I
¢ IIII1|1 I,IIIII1_1t IIIIIIIIII1_111 III IIIIIII IIIIIIIII1| II,DIII|IIII,I, III I1|1¢11 IIIIIItllle IJl|lllllll_,ll III IIl|tll _ll_lllllll |DII,,IIII|,I,I III IIDIIII I|llllol,II IIIIIIIIIIIIIII II
I IlID|ll IIIIIIIIIII IIIIIIIII1|1111 II| IIIDII_ IIIl_.lllle IIIIIIIII1|1111 III Illelll II_llllllll_l|lll,.l,_ll, I ,,I IIIIIII IIIIIIIIIII IIIII1_1_1|_111 III I_|1111 I_|11111|_1 I|IIIII_SlIIIII II
I III1_11 IIII|IIIIIIII_IIII,DIII|III .tI III1_11 ,11t11|1111 _lltDIlllll|lll _lI IIIIIII II|lelllllll|llllllll_IBIIIIIII IIIII1_ I,IIIIit111 IIII1|111111111 I,
I _1111| I,|IDIIIIII II_llDIIlellllJ I_S I1|11_1 IIIil,llllllllllllllle,l_lllll! I|llSel IIIIII1,111 II1_1,11111,,11 II
i ii imll |DIIIDIIIII II,_ltlllel,l,I II
I Ilbllll |1111111111 ,/lel_,l|_l,,,I IIIIIIbllll IIIIIIIIII1_ _ IlllllllllllllllI I,IIIII I_111111111 ,lel,tlllll_lll I|4 I,DIIII iiIiiiiiIl_,|lellIl|lellll,_l,I i_|111, IIIII1|_|_ |,ll_|el,,l_l_l iI
_1111_1 _11110:1111111_011 I I II_IIIIIIII III15.111 IIIiIiIIIIIIIll_llllllll
IIIIIII IIIIIIIIIIIIIIIIIII I I IIIIIII
IIIIIIIII I IiIIIIIIIIIIllllllllllllllllll
IIIIlll IIIIIIIIIIIIIIIIIII I I Iiiiiii
4.1
2.23
NNN -_N
0
-H
0 __Z_X
u
NN_N
iiiiiii IIIIIIIIIIIIII I llllllllllll ,
iiiiiii lllllllllOllll I ll$11lllllll I
ilOllll llllllllllllll I llllllllllll l
IIII191 IIII|IIIIII$li I llllllllllll I
lllOll_ _ lllllllllllll I llllllllllll l
IIIIIII llllIIIlllIlll I llllllllllll I
lllIlll llllllllllllll I II$IIIIIIIII I
IIIIIII |IIIIIIIIIIIII I IIIIIIIIIIII I
tO11111 IIIIII_IIIIIII J II$I10110111 I
IIIIIII IIIIII l lllllll I llllllllllll I
i_,ll i,ltl_li_l,l,, i .,i_l.li¢,,, :}} Illl Illlllllllllll I IIIlllllllll
iiiiiii IIIIIIIIIIIIII I IIIIIIIIIIII I
I lillllllllll IIiiiiii IIIIIIIIIIIlll
iiiiiii IIIIIIIIIIIIII I IIIIIIIIIIII I
Iiiiiii IIIIIIIIIIIIII I IIIIIIIIIIII I
iiiiiiiiiiiiiiiii I IIII I IIIIIIIIIIII I
iiiiiii iiiiiiiiiiiiii I 11111141111$11
iiiiiiiiiiiiiiiii}1111 # IIIIIIIIII15 I
iiiii11 IIIIIIIIIIIIII 1 IIIIIIil115$ I
iiiiiii IIII1#11111111 I IIIIIIIIlll} I
iiiiiiiiiiiiiiiiiiitll I IIIIIIIIIIII I
iiiiiii IIIIIIIIllllll I IIIIIIIIIIII I
illlllllllllllllllllll I IIIIIIIIIlll I
iit1111 IIIIIIIIIIIIII I IIIIIIIII151 I
iiiiiii IIIIIIIIIIIIII I IIIIIIIIIIII I
iiiil#lllllllllllllllll I Iil151111111 I
IIIIIII IIIIIIIIIIIIII I IIIIIIIlllll I
iiiiiiiIIIIIIIIIIIIIIII IIIIIIIIIIIIII I
lllllll IIIIIIIIIIIIII I IIIIIIIIIIII I
iiiiiii IIIIIIIlllllll I IIIIIII}1111}1
iiiiiiiiiiiiiiiiiiiiiii I IIIIIIIIIIIlll
IIIIIII IIIIIIIIIIIIII I IIIIIIIIIIIIII
iiiiiIiIIIIIIIIIIIIIIII I IIIIIlll}lllII
iiiiiii IIIIIIIIIIIIII I IIIIIIIIIIIIII
iiiiiii IIIIIIIIIIIIII I I$111$IIIIIIII
iiiiiii1511111111111111 I IIIIIIIIIIII I I
iiiiiii IIIIIIIIIIIIII I II1$1111111111
iiiiiiiiiiiiiiiiiiiiiii I IIIIIIIII11111
iiiiiii IIIIIIIIIIIIII I I$111t%1111111
iiiiiii IIIIIIIIIIIIII I IIIIIIIIIIIIII
iiiiiiiiiiiiii111111111 I IIIIIIIIIIIIII
IIIIIit IIIIllllllllll I Illlllllll}lll
iiiilllllllllllllllllll I Illlllllllllll
IIIIIII IIIit111111111 I IIIIIIIIIIIIII
iiiiiii IIIIIIIIIIIIII 1 IIIIIIIIIIIIII
Iiiiiiii1#111111111#111 I IIIIIIIIIIIIII
IIIIIII IIIIIIIIIIIIII I IIIIIIIIIIIIII
iiiiiiiiiiiiiiiiiiiiiii I II1$1$11111111
Iiiiiii IIIIIIIIIIIIII I Illlllllllllll
IIIIIII IIIIIIIIIIIIII I IIIIIIIlllllll
iiiiIiiiiiiIIIlllllllllll IIIIIIIIIIIIII
iiiiiii IIIIIIIIIIIIII I IIIIllltllllll
iiiiiiiiiiilillllllllllll IIIIIIIIIIIIII
iiiiiii IIIIIIIIIIIIII I IIIIIIIIIIIIll
_11 _* , , , . .... _ ._lllll lllllll|llllll llll,,lll IIilllllll IIIIIlllllllll I I Illll II
iiiiiii IIIIIIIIIIIIII I I I$111 II
III}}11 IIIIIIIIIIIIII I I IIIII II
iiiiiii IIIIIIIIIIIIII I I Iit1111111
......... _ ..... _,_, , , g ............... _ _ _ _ , .. , ,. , ,IIIIIII IIIII I II I I III1_ }1
IIIIIII IIIIII1_111111 I I IIIl: IIiiiiiii IIIIIII Iit111 } I $111 II
iiiiiii IIIIIIIIIIIIII I I IIIII II
IIIIIII I IIIIIIIIIIIIII I I IIIII II
iiiiiii IIIIIIIIIIIIII I I I I III II
II/1111 IIIIIIIIIIIIli I I IIIII II
IIIIIII } / II}111 I } I/ IIIIIII IIIII II
iiiiiiiii IIIIIIIIIIIIII I II/1111 II
IIIIIII IIIIIIIIIIII}1 I } } IIII}11
IIIIIII IIIIIIIIIIIIII I I IIIIIIII
iiiiiiiiii IIIIIIIIIIIIIIIIIIIIIIIIIII
....... ..... ....lit II Ill t}lllll I I}1 III Illl }
_11111 II1_1 I_ I I I I I l I
iiiiiii IIIII IIII IIIIIIIIIIIIII I I
iiiiiiiiiiiiiiiiiiiiiiiiiiii IIIIIIII I
IIIIIII IIIIIIIIIIIIIIIIII IIIIIIII I
iiiiiii IIIIIII1$111111111 It111111 I
iiiiiii IIIIIIIIllllllllllllllllllll I
"'''''''" t ..... t ..... t't'tt _ .... t'' 'iiiiiii I IIIII I1tll I I I IllI tl I
iiiiiii llllllllllllllllll IIIIIlll I
III1_11 IIIIIII1_111111111 IIIIII15 iII1_ lllllllilllll Ililllllllllllilll I
llillll lilllllllllllllill IIIlllll i
ilillllllllllllllllllililllllllllilll i
illllll IIIIIIIIlllillllll IllillllIl
iJu
.J
2_?.4
-M
0 __X
o
g_gS_gg_m_SNN_
i i I i i .11 41 i i i I i i i , i i i i , | i i i i i I i i i i i i i i i i i i
i o | i _ i | ! i i _ i i i i i | i i ! i i D i i ! , i ! i i i i _ _ i i i ii i i i | | i i i ! _ | i J i | i i i i i , | i | i i i o ! i i i | i i i i i
i i l s i s i i s ¢ ! .it i i i ¢ i s ¢ . ! i i , , i , ¢ i
, ! . i ¢ i l i s . i i i i s i i | , ¢ i . i i i , ¢ i i I i . , s , i ¢ . .i _ i ¢ i 41 i i i , _ i i ¢ i _ i i , s l . , ¢ | i i i i , i i , ¢ i , i ¢i i I l i i i i i i _ i _ _ i i i i i i i i i , i i i i i i i i i i , i i i ,i , i i i i i i i i _ i i i i I i i , i | i i i i , _ ! , i i i i i i I i i i
i _ i i i i i i _ i _ _ i i , i . i I , i i _ i i , i i , i i i i i . , i i ,i i i i i i i ! i i I i i i i i i i i i i i , i i , i i i i _ i , , i , , t , ii , i i i i _ , i i I i s i i i , i , i i . , i i i i i i i i i . i i i i , ,
s i i i i | i i i i i i i l i i i i i ¢ i i i l i i i | i _ i i ¢ l i i , , ,
| ! , _ i i i i i i i i i i / | I i | , i i ! i , i i i i , i | i i i i i . ,i i i i , i i I i i i i 411 i _1 i i i i i i i i i i i , , i , _ i i i i i i i _ ,i i _ i i i i i i , f , i , i i i , , i i _ _ t i i I i , _ . . , t , , , , .I i i i i i i i | i i i i i i i i , , i i .It i _ I i i i i , s i i i i i i i ii i , i l i i l , _ i i i i l i i _ i 41 i ! i i i i i i | i ¢ i , i , i i i i
i / / i i _ i i I i i i i i i i I i _ i i I I i t . , t i i I _ , t t , i ,i i i i i i i i i i I i i i i i I , , i i , _ , i i i i i _ t i _ . i i i , ii i i _ _ _ i i i i i i i i i i _ i i _ i , i i i i I i i i I i i , i i i i i, i . i i i i i i , i | I i i i i i i i i _ i , i i , , , i | i i , i i i i i
i i i i i l i i _ i , i i _ i i i i i i i i i i i i i i i i i i i , i i ! i iI i i i i , i i i i i i i l i _ I i i i i i i i i i i I i I i _ i i _ i i i i
i i i i ! i i i i _ i _ i i i i | i i | i i I i i i i i i i ! i , i i i I i ii i i i i i i i i i i i i i i i _ i i , i i i i i i i , , _ | i i i I i i i
i i i I | i i i , i i i , i i i i i i i i i I i i i i i i _ I , I i i i i i i, i _ , . _ i i i i i i , i _ i i i i . i . i t , i _ , i _ } _ , _ ! i l , .i i i I i i i I i I i i i i i i I i i i i i _ , i i i i _ i | | i i i i _ , ii i _ | , | i i i i i i i i i i I i i i i i i i i i i i i _ _ i i i i i I , ,i | I i i i i i i i i i i i i i I i i i i i i i i i i , i I I i , , i i i , i
i i _ i i , i i l i i l i i ! I _ i i i ! i i i i i i i i i i i i i i i i iI I I I I I I I I I I I I I I I I } I } I I I I I I I I I i I I I I I I | I I
i i i i i i i i i _ i i i i i i i | _ i i i i i i i i i i i i i i i i i i i ii m n o o I o o i i i i a i m i i m , m i I o i i o i o i _ I I o i , i i i ,
o i o I I m o i o I I m o o o i l i i o I o o i i i i i i _ i i i , i , o I iI I i I I I I l I I I I I I I I I l I I I I I l I I l I I I l I , I I I I I I
I i I I I I I I I I I i I I I i l I $ i I i l I I i I I I I I I I I I I l i i
i , , i l s i i i I i I l o I , i I ¢ l , _ 1 4( I s s i o I i o i , i , I l I
': ...... g_ ...... : ..... I ............. I ' 'i i i | . i i i | i i , | ! i i I i i i i i i i | i i i | i I i |i I i i _ i i i i i i i i i i i I ! i i _ i i | i I _ i ¢ | i , i i i i i | |
i i i I i | i i i _ i i i i i i i i i i i l I i _ i _ i i i i i i i i i _ I i
! i l I i i i i i i _ I i i | i i i ! i l , ! i , i i , i i i i i i i i _ Ii i i i i i i i i _ , i i i | _ I i i i i , i i i i l i i , i i i i i _ i i ,
l i i i i i i i / / i i i i i , i i i l i i i i t i i , i , i i i i , , , i ,i i i i i i i i , i i i i i i i i i i i i i i i , i i I i i _ i i I _ i i i i
I i I I I I I t I I I l I I I l I I I
i i i i i i i I i i i , i i | l i i i I i l i , _ i ii i i i i i i i I i i , i i i i i i i i i i , i _ i i i i I I I i , , _ i ,i i i i i i i | i i i i i , i , i i i i i i , i , , . , I i I | i i i , i i
i i , i i i i i , i i , i i i , t , i _ i i i , , , i i , i i i i i
........... ; .... ..... ; ',: ',: .;..,:; .,.. ,* ...... *. .... *, , , ,* .......... **i _ i i i i , i i i i i i i i i i , i i , , _ i , i i i i ,
' ' ',t ........ ; ';; '* ' _, _, _,,_ ; ........... g ' ' 'I | ! } I I I I I I l I I I I '41{ } I I I l I I I 1 l I I I I
i i i _ , i 1 , l i i i i , i i i i i i i i i i _ i , , 1 i , i 1 , i i i _ ii , i _ i i | _ i i i | I i i 41 i I i i i i _ i i i i i i i i i i _ i i I t i. i u i i i o i o ! i m o _ i i o i . | i t i i o _ , i i i i , i n o i n I n
I I .11 I I I I i I I _ _1 I I I I I i I i i _ I I II I _ I I I I I I I I _¢ I I I I I I I I ! I ! I _ I I I I _ I I I I , _ , II ! I I I I I _ I I I I I I I I I I I I I ! ! I I , I I I I I I I I I I / I , II _ I I , ¢ ; i i l ; ! _ i , _ _ I ! , J i s i I , | i _ i _ i i i i ! _¢ i 4¢
I I I I I I I I I I I I l I i I I I I I I I I I I I I I I I I I I $ I I I I I
i i i | , i i i _ i i _ I _ i i i i i , i i i i i i i i i | i _ i | i i i i _ ;i , , i i i | i i i i i i i i ¢ i i i I ! i i i _ i i i i i i i i i i i i
.......... ; ..: .... g .............. : ..: . .i , i i i i i i , i i i i i _ i i , , i i _ _1 i i i , i i i i I i _1 I
i i i i i i i i _ i I , ._1 i i i I , i
. ._ ..... _ ..._ ..... ,_ ................ : .. _1 i i _ _ ! i _1 i i i _ i i i i _ , i i i i i i i i i i , , ! i
i i i i i i I i i i i l i i i i I i i i i i ¢ i i i i i _ i , _ , i i i i i i I
............ _, ...... _, ....... ; , ,i i _ i i i i i i i i i | s i i i i i i I _ , _ i i i i _ i i | t ii * i , , i i i , | i i , i i 1 i i i i i i , , , , i i i , i i i i i i i _ i
'"!, ..... i ..... : .... i"'! ........ ":': ....i i i i i _ | i i i i i I i _ _ i i i _ i i i i i i i i i i _ i i| i i , i i i i i , _ i i i , _ i i _ i ¢ , i i i i i i , , | , i ,i i i i i i s i i i i _ i i i i _ i , i , i i , i i _ i _ i , i i _ i i _
........ 77,,,7o77,717 .......... _,_illlllll I1_ i i u _1_1# _ linloil iiiiiiiiillll / iiiii1_1 ii illll_lllllliiillglllllllllllllllOlll i iIilllllllillUlllOlilllllOlilal $1 I tO_OlllllI
llllllllUlllOlllUOll* II I laltlillllllllllllllllllllililOllll IlllllilllllIIIIIIIIIIIIIIIIIIIII II II l//iliilll
illllllillllllUllllllllOO III II IOl_l 11IIIlllllllieillllllll li I lellOI Ion
_ ,_, ,_ ,_ ,,_ , ,_ ,_ , _, , _ .........IIIIIIlil / IIIIIIIIIIII II IJ IIIIIIIIII
| * o i , i i ! i o _ o _ o | i | a i o i a o i * I * o * i u o o * o , * n _ ,, * o n , | , u o * o | o , o * u a , o o * | o o D * o u * , o o a | a o n o *m o | , o o | n * | , o o ! o * o a I * _ a _ , * , * o o * _ * o I _ "1_ "It '_ o ,, a n , , _ , * * | , o o I * I o ! I * _ a | _ * , * o _ * , o , , n , o , * *n * | | * | II i | , * | o , o | o , 1 * ! , i tl * i * o o * o , o _ o * * i * *
o i o | o o i * i o o | _ * * i * * _ o i | , , * * o n o o s * , , o *_ * o o , t o o | o o I | * o i I * * o a o i a o o o , o i o _ o o i a , n * oI * * | I ! * o _ * o o o * o I u * o , , * I o o o I I o o o m o o , , | _ , oI , q , I a t , D o , o o , I _ a * a o o o * o o o | , * o i | o o _ , o , * ,
a | , o _ a * * * o o o | u o , o o _ I , . o * , a | o * | * I o * , , , a o oa I o o D o o * o ! ! o u | o o o ¢ , o o o o _ u a I * * I o I * * * , I a o no | * * I o o * o I _ * I o o o | | o ¢ , . ! o n , | o t_ tl 'It * | o * | i a o ,• _ o o | o * | * ! | I ! I I * | o o I I o a o u a u o I * o I * , * * i | I ,I I * _ * | I o * I * a I a * * * n n u * , _ * I * * * D * o * * * , o i a o ,
• * * ¢ o * I o o o o * o * a o * _ * * * , I t o o o o ! , u a o , , , o , u oI o I o * o I I n o | * o * I o * ! o o ¢ I | * o | o , I * , a | o o o I o I Io o o o * o , o o , ! o ! _ u o I o o o o I * o a * o o u a i | I i o o a * i oo o o o o i I o , , i * * o a i ! o o * | i * o a * a o t a | _ i i o | * * * ,_ _ * i , u I | o * _ i u o ! i ! * | i o | * I a ¢ o o * a i o | i * o , * o i
| , | i , ! o I * i i , , o , * _ a i i | * * _ , o , * o o * o i i o | o , o a| | ! | o ! o i I | o o o | i i * a R o n i * n a | , , I * a * o t o , o o * a| * o | o m o * i | i * o o o * * _ , o , a | n o I * _ o * * * o , | | * o a oo * ! ! * I o o I | * u o , o I o _ D * I | | I o o * | o * u o _ a | o _ a * o_ i i o * * | o i i * o o _ o * * a o * * a , o o n * | * * o * , o , * _ o o o
! _ I o * o I o o ! o o * i , o o , _ * , o , i o i * o o | o o n , u a , u o *o i i u o I _ a | ! o * ¢ i I | a o a o a o i a * * * I o o o o , o n a o , * o• I o a | * n I I I | I u _ | I n * I o o o * o I a o I I I o _ o | | , | I * II I o n | a I I ! o I o u o I I I ¢ t | o _ * _ I o | | | I * _ o * f | u J * Io * I a | o o o m o I * I I o I o * , o _ * o , o o I I | n * ! o * * I , ! o ,
o * o ! ¢ _ * * n * | o | I _ ! o o o , * * _ _ | I * 1 * | * , _ * u * _ a * ,
................... ; .... ;; '_ ...........:o | a o i i * o i * * _ | a _ o o o o * .11 a o _ D i , i * , o i , _
i , i | | o * * * i * i u , * o * | * _ * * a * * a I * _ o _ o o o * * a , |
o | o * i * _ * o * o * * | * i o * o * . , a * _ o * i i * i a o i * ! a o i
• * , * o _ o | o * _ , , i , | i , , a , , | i a , , l | , i * * * oo * . * * o * i o * * * * o i o i , | i i ! o | , , a _ l , * , , , _ _ * * o ,
i i a o . | * | o i a o o o l I I * | o * n o o l * , * a * * o ! ! o , , ,! * * * i | o | * . | o _ ¢ * * s o _ , I , ¢ I , * , * o . a * s * | , * * , ,i * I , ¢ o * I * ¢ u o ¢ I l * i * i o I i * i * i i * o * , * o * , l * , , o
J o i | , | i , o i i i | n o o * o , * , , ! , | I i , s i o , o _ , , * J , *, | | , , , , o , | , _ , | ¢ , , , o , o a | , , , o ¢ , , , o , o , a , , , ,i o o , ¢ , ! a u I i l * i i , a , a i I o , a * i * , , | , , o | i o , i * ,| , . a o | i a | o | * i s | o a * I , * . , , | , , o i . , , , , , , , o * *
i * i , s i a | * | | o | | | a o * o i , , , , u . i . , * | , * a , , u _ *
I I * , | a | * | * * * o , ¢ I a * * , , * * , , _ ! _ * I * I , * a , , I * *
o i * * o o o , | o * i | , o , o . o o i o s s | i n i * n * I * * , o i , * .I I * I I I I I I I I I I I I I I I I I I I I I , I I , I I I I I * I I I i I I
, o , * i l i | , , i i | , , i , , l i l , , , , i , , . n . , * * , , , a , a
....... : .......... • ,,,:,:,,• i o o i a * | * * a n I * , I _ _ _ * l | o * a o o , | o , , l , , o o _ _ ,I I I I I I I I I * I I I I I I i I I I I I i , I I I I I I I , I I I , I I I I
u ! l i i ! , i i * i . i , , i , . i , ¢ _ , ¢ , , o | , o a , _ _ * i , o ,| | * |
l o i i * l . | * l * ! . l , | , o | , I , * , * * o * , * a * , a ¢ n * , o
'2: .... 2 : ".' ........ :' ..... :' ",' ....i o | i | i a i _ i o i _ * i o i * o o i * * o i *• * o o ¢ , | l | a _ _ l , i , , i i * l * | , o l , *
...... ,_ , ,_ ........ _ , , ,_ , ,_:_: .... _ . , ,............ •, ,- , , ,; , , : '*. , • ,-*,o o i o | i o , l l i i i i | i , i a o * n a i i * i * * _ o I
O I I I O I I I I I I I O I I I I * O I n i i i i , i i _ , u a i
i i o i ! , o * o o i l l a i i , o o i , o o o _ o , a * o o a o , * * i , iI I I I u I , I I I I I I I I I I I o I O I * I I I I I o I I I I o I I , I I
.... _ '_ ................... _ ............o i , o i i i o i i o o i _ a I * o I u , .k o , a o a i a s u o o a o |I I I I I I _ I I I _ I I I I I * I I I l I I _ I I I I I I I I n I I l I I
..... _ '_ *_ ......... _ ..................o _ , , , . * * * , , * o o * , o o , _ o o ! o , , , u , | o , ,o | o i o | * i i i i , a , l o ¢ * i o o , * , o o o , ! , , o , , o u o , oo i o i a o , n o ¢ o i a * u ¢ o o o s .It | * _ o * n * i a i o o i o | o _ ,I I I I * I o I I o I I I I a I I I I I I o I I I I i I I I O * o i , i o o i
I I I I o I I I , I I I I o o o n i I I i i i i * i o i i * i * o , i i o i a
I a i i I , i i * o * i i I i * i , i i i i i i o n o o i l u . i i i i i o *
,...., , ,: ,': : ,, ',: ,, ,, ,, ,,: ',:: 1: ::: : ',_, ,,_,_,_, :_, ',_,.,:: ,:| a | * * n o o * , i _ n _ o * , , o o o _ | i o , ¢ , a , _ . , a , o o _ o
i o * .1¢ * i o o o i i i * | o , , a , * | , ! * o , * o n , o | a , , a * , ,I o u * I I I a o u I u ,, | o o * o | o o I o _ o n * , o * * | a o , I o ! ,| o , , , ! , , , | o | o , , . 1 , , , o | , n , , _ _ a * , o , , , , , .I, ,o • l , i _ | , i , u u i , * * * * o * o a i _ , i . , , o o o i a i , , , _ oI O I I l I I I I I n I ¢ l I I I I I I I I I I l I I o I I I I I I I I i n o
-H
0 __Z_X
0
.-4 u_wcn,--
,-4
P,
N_N
0
_-_
ee g eg
NNN_
.!|
_.>'. * U * . * -- ---- U
N-- 00Z _ *3
v... v=.e..._ ,e.,.,_
23.8
=_SE_NI8
,}
N_8_NN_
l l i a I l l o I o ! l l l | l l l i i i l i i i , I i o , i l i | o i i , , l
I i I i i I o , o I _ i o o i o i i , i o i I o I i I i i o i I I , I o | , i iI o | I n | o i i o i i i I I | i i , i o i I o I I I i , o o ! I I i I i i _ ui I I i i I I _ i I i i i i I I i + + i i i I i I ; o i _ I i I I I I + i i ; ii ! , ! i I i i | I i _ _ ,II i i o | , o i o I | i , I o i , i o i i I o i i i iI o o I I o o , | i o i o I I I i i i I i , I i o , o , i , | o i l 1 411 o i , ,
i i o i I o i ! i i i I i I i o I i , o i o I i i o o i i i i I o i o , o o | ,i i I i I I I , o | I i o I i , o o i o i I ! o | i I , i i l o i i i n i , | iI i I I I i i i i I o I | I i o i o i o , o i i o I I o | i o I | | , i i I , ,
...... +: ........ : .................. i .......l l i ,II i l _ l l i l o | o i i i i l i i l i i i i i i i + i i l i l i ii i i i i i i , i i i i i i i i o i i | i i i i | , , o l i i , i i , oo i i | i i i o i o i a i i i o i o o i i i i i , i i i i i i i i i | i i i o i| i o o i i o i o i i i i i | ! o o o o o o o | I i o i a o i | + o o i , i !
o i a i i o o ! i o o | i i a i o i u o a i i o o i i i i o o i o , i i i i o ii i a o I i o o I i o o o I a o I | a i a o i , a o q o i a o i | i o i o a o o
i o o o i o o i o i i , i i o i o I o o i u i o i i o a | i o i , o I , , o o u
o o i a I o i i i o a i I I i o o I i I o i I a I i | i I i i a o i o o | i a oa a I o I i o | o o o i o o i I ! o n | o o o a o ! i o i i a i o I o o i I q |
I I . I I I I I I I I , I I I I I I O I I I I I , a I I I O o I o , I I , o o I
i i o i o i q o i a i a I I o i o i + u o i I i a o i o i o I i a o o I o i o a
o i I I o o i n i i i i o I o i o i o o | o I i o I I | q | i o I o n I o a o iI i a i a o I i i o , i o I o i o I , o a o q o i I a o o o i i i o i I i i i iI i a o I o u o I I o | I I a i a | u | i o I o o I o o i a i o o | o o a I i ii i I o t I i o i i i i i , ! o i i I i i o I o i o a I I I i o i | , | o ! o oo i i o I i | i _n i i i o o I i I | ! | i i o o a i o , I o o o | o + I o o a o
u , I a I o i i i o I o i o I a | o n i i , I i , o , o i o i , , i o o u i i o
I I I I I I o I o I I I I I I o I I I I I I $ I I I I I I I I I I I I O I I I I
| i , i i i o o o o o i | a i o o I , I , , I i o a o o , o o , o i a I i o o o
o i o o o o o u i I , i o i I i o I o I , , o i o i o | a o I i a i i i o o o oI I o I I I I I | I $ I I I I | I | o I n I I o I o I I I I I I i i I ! I i ! Io I I I I a I I I I I I I o I o I I o I I o I I I I I I I a I I | O I I I I I I
o | _ a i a i o i i a I a o a o , I a a i i I o I o a i I a I o , a i I , o i oI I I O I a I I I I I I I I l O I I I I I I I I I I I a I I I I I , I I I I I I
| i i I ! i o o i o i , , ! i i i i i i o o | i a i o i o i a i i o oi a o I + i I o o i i I | i o o | o o i I i o a n a i i o o o o i i i o i , _ oo o o i i i a o i a i I i a o i i I o o o i o + , o i o o o I ! a i a I | i , oi o I i I | a I I i i o I i o i o I o o o i i i i i i u o , I i o , a i o o i ,
i I i o I e l I I i e I I i i | I I i | i i I i i u i i i o I i I ! i i i o n Io I a o ! I , I | i o u | I I I I | I o o I a , o , I , o a I o , a o o o o , I
I o I u I I I I I I l I I o e I I '1_ I I o i I o a n I I I o i e o I I !
........................ ",'",';',' ' ' : ' ' : ' i i : 'i o i i i i o o n o i g n I I , i I , , o i I n i i I o o I ou o i I I n i o l I I a I ! I i i o o o o ! o i l u o I I o i i o i oi i i I o i i o | a i i i I i i i I I i o I o i o i o i i i I | i i i I i o a ip i i i+ i l i i i p +i l _ _ i i i i l l i +i i i_ ! i | i l i Jl o l i l _ i l , ,
i i i , i ! i I , i i o i l i i
........ , .................. : ...... : .....a l i o o i l , o o l o l i + i u i i o l l i i l i l i l o l i l i i l ,
o o l i o l o l i u i l i l o i o l l i o i , i o i , , o l o i , , o i o l l ,i l I i i o i i i i i o i i i i I i o l l i o i o i o l i o n i , i o o l o I u
i 1 41r l l i i i ql i l i + i i o 41 , _ , l o o + l i l .,tl41 i i , i , i i i I l i o l l i i i i i l l l .It o l l , i a l o i l l l u a I I
'+t_ '_ ............ : .......... +t 'i .........l I o 41 o o l l l I l I I o I l I I n l i , I a I o i I I o I o i +
........ ..... ; .... :, . ::,.2, , ,+,, ,n o I I o l l t I i I a l I l I I o l l o I t o l l I l iI+ l i_ I I i I , l l £_ l l + , I ii I l I o I .II _ .]I l "K o I l o I I
,,++ .... ++ ,++ ,+ .... , ,.,,.,,.,. ,, ,.,, ,+ ,, ,++ , ,+++, , ,+, ,+, , , _, ..............o i i i i o i o i i i I i i i i i I i i i o , l l i i i i ! ii i I o i i i I i i o i , i i i i i i , o I o , i o i i i i i o i i i i i i Ii o o i i i i i i i 41 i i i o o .II i i i i ,II i i i i o u i o _ i i a i I i a i
i I i | o o o i I i i I o o i i I i o o i I I i i i i i o i o i , l i i i i i I
I , i o o I I i I I o i i i i I i a i i i # , i i i o i o i I i i _ i i i i io i i | i i i i o i I I i I i | i I i i i I i i i i o i i , I o i o i i i i i
o o i o o l l l i i l i I i i o i o i l i i i i o i l i o l , , l
i i i , i i i i i i i l i i i l i l I l i i l , I i ,i l i + i i < i i i ,i l i +i i i o i l i l e i l i i i ! l i n l o l l I o i i l o i i l l i , i l a l , Il , o i I a I I o l o l I l i I l i l l I o o l l , a o i i o o n i l i l l l I
_i l i i i o i i o i l l I l i I i i I l I l i l i i i a i i l , i l o i i I o Il i l I l l u l I I l I o i l i l l l l I l i i i i I o i I l i i , l l o . l
l I i i o n o i l l l o ! l i l i l I I i l l i u u l i i o I i + n I l I n i l
........................ ,.,, ,.,,, , ,.,, ,.,, ,.,,..; .; .;; .:;;,;...;.... ; .; ..........I i l l i i l i i o o i l o i o l i i o i o n, i l l n I i i l n o I I i i o I I i i a i i i , i o i l , l l o l , , o I i o
i i i i I o I I I l a o l i i i I it a o o o i o I l o i i o l o n a I l i l o ,! l I u i n l I o o I i ! I i o l i l l i ! i i i i o o o i i o n I l l o I o Il l I o I l l I l o I l I , I a I l I I l l n l , l I o l o l I l I I l I o l II l I I o , , l l o I o I o I l I l I I I l I I I ! l I l I I l l n I o I l i ol I I I I I I ,o I I I I I I l p e I ++ + ++ + I + I I I I _ I I I I + l I i , , o
.............. _,._ ,,_ ......llJililJilllll Ii II Ii Illlll I}
IlllllllllllllllJllllllll i I II Ill
I}}Jll}}i}l}lll}i}}l}}}} } i I} o}}
IlIIlllllllllllllllllilllllllllllllillli
IlllltlllllIlllllllllill IIliiiiilllllll
IIIIIllll 1111111111111111111111%11111 i I
.................................. ::,,:IIIIIIIIIIl_lllllllllllllllllllllll i
_J
ul
A
-,-.I
0
__8_8
0_0_0
_g_o_
| i l o o i i | o l a ! i i o o | u i i l i i o | o i a i i i i n i o
o ¢ ¢ o a o n i a i a o i u i o o a o a o a i o | o | o , o i o | , oo ¢ n o o o o o o a o i | a I i o ! o o a s , | | o o o 8 o , o B , oi ¢ a _ a o , o o a , I _ a u o I o I o , i a o ! o o o o o o o | a ia ¢ ! o a o a o | o o o o o i , | I ! o a i o o o i o i o o t o o o o
a ! o i _ I s I i o | a _ o | a I i I | t o o o o a | _ I o i . I _ aI ! _ o _ o I I I o I o o I I a o , I I , o o o o t I , , , , o o I o
t q | I | o _ o | | o | | , o o o o o , I o I , ¢ o i _ a _ ! o o _ to q o u | , I _ o D o I | , | I o | o , _ _ I o . o I o , o I o o o I
, o o , o a I o o D a _ o _11 o n _ o I o I I I a . g , . , , , . , _ ,u o o o o _ , o o o o ! o D o ! _ ¢ I o . o i , i D o J o _ o , a | oo o o | o , | o o | o , I o a ! _ o i o _ a _ | _ o D o o i D o q a . I| ! o i o u o I Q o o o , o i | o o I o | , . _ _ o o . , i o a o _, n o o o , o | * o i o i o q o o . i i I a . | a o , o , i . o a o |
o o , o , _ o i o o o . _ , , _ o a . o I , , , o . o o , , ¢ , _ o ,i o ¢ o o o o o a o u o ! o 4 o o g o a o , o , n o o i o , i o , i o o
, I o o o | a , a ! o o | o i a o a I o a o i o o , o ¢ _ u a oo I o o o _ '1_ o o a a a I l | a o a o i i i I o i * o a , , a _ | a
I | ! o o o I _ o i i o I I i I i o o i I , I , i o o _ o o o | | a oa a i o o o I o ! a o a I o o I a I a n ! a o o | I a o i o i a o o o aa q i o i g o o n i o a l, o I t a , a | I o o o a u o i o , o o o o o
i I n u o u i I i i o o I i ¢ i q n a ! I o n o ¢ I I n ! , I o o I I
g o o , | a u o o n o n o o o | o o _ D o _ o o , o I , a a | o . n tI o o o I I ! I o o _ I I I o o I o I o o v I | a | I I , I , I I ,o a o I| o o g o I I o o o o o I o o I I I I I o o I a o ! I I I o ! o o I Iu I o I o I o I o | o o I o a ¢ o o I o _ o I I | o t o _ o L o O I a O Iu n _ i , I ¢ u s o o O I o n ¢ | o I o O O I i n O o o o i o a q i I
o O o I O I I | O o O I a | o O | I i o O i O o O ! O o i , o a a i Ii | o O i _ I , ! O o o I o O , | , , O O a | , o I | , o i n a _ I I i Oo | i , a I o O i I a O O o o o i u o i O a o u o O u o i n o a I o Oo o ! , | O o | O I o a I O o i i a , o I I o i i O i o n n a o o o o !o o a o a o n o O i o I I n i I a a o a I o i | , o , U | _ o i o o O
O o o i o o o o ! o i u I o | I i i | o ! , a O o ¢ O o a o o s I I I i a! | o i i i i I u O i i I ! | i ! i i ! O i | o ! a _ o _ o n i n o Oa a I n i u ! a i ! | o ! ! O a i n a I I o o o o o o o I o o I a o a g I
I o u u _ a I o | ! o n I | o I a o a o n o o o ¢ _ o ! _ o _ I o o _ Io O I o a a o o , o o I o o n o o 4 o I i n o I I o , I n o I , _ ¢ _ I a
s L "1_ o o o o ¢ I o u I I o I o I a I I o a o I I I o I I o o _ nn o ! I o i o O s i o o a I a o I o o ¢ I o o a , o o o a o _ o i o o I
o , _ I I , . I I o a , I o a O | a o o o i o I a | I o _ _ o o a a o Io _ o n o o I I a o I O I O o o o o o o o a ¢ u I I o O I I n I o a a _ u
i a | o I o o !.... ,, ............. :,., .....o o a o i o a o o o i i I o i o o a _ o i a q o i o o , | | o i L * o
i o o o o o o o l , o a o n o o i i o , | , o ¢ o o o , , , a o ¢ , oo i | I i i i i | i o i o u o , o n i o | o o a n I o o , o o I o o a o I a I
I u I I u o I I I ! I _ ! _ I o o I I I o n ¢ | I ql I ! o n o I 4 !
:,' : .','' :,' :,',,, , , , ,. ,. ,. ,, .. .. ,, ,. , , ,,. . :, , :, . : . , ,.,,,, ,. ,, ,. , ,, ,, ,, ,,, ! _ ! _ i o _ o o i o i * o _ , | i o , a | _ o , a ! o , , _ , i , a a . Io i i I 1 i i i i l ! i I o i I i o i , i i i i I i i i i l l , i , o a i i i
o | ! o o 1 o n a I a o _ I | | o o n o u a _ a o n I o I I I _ n I o I o o ,o o O I O o o O I O o I I a | ! I O I l I I , a a I I o | q , , o a o I I , I
...... ...... ..... ,,, ,, , ,j , .,,, . ,. , :; ...... _, , ,_, '_ , '_,_,_, ,* , ....o o | o a o , a | n n o _ u i o u o , n i o n o o , ,
o o o O _ o l i I s n o o n o o a i l 1 i , _ _ o * l , o o 1 o o _ l . o l l
a i i a , a o | I o i ! n I , o , t o I _ o a , o o o i oi a a I a a I I o , ¢ | I o a , n o o i o i o a o a I | a o a I I , _ a I o n
o l o n i i u o i o i o a, ¢ o o _ , o n o , ¢ o I o I o o o I o o | o o o , I | o ! I I o o _ a , n o io , o ! o | o s ¢ o a o o n I t o ,_ a o o a o a I n I o o I , I _ , a o ¢ , o
o 1 I I I o o o g I I o n , I s I s ! _ a s I n a ¢ D o o I , o o n a o | a oo o u o a , l o o a o a I I I I o o o o o I o _ I I o I o o I I o o _ , o o , I
.....o _ a o | o _ ! _ o n | o o I , , _ o oa i i o o i _ o , .1_ I _ o a ./_ g I , i o o _ a I o o i i , , , ,
, a | g , a o a o i o i , | , o o s i u , , | o o ! o o a o o | o i , , o o i a, o _ I o a i i o o , i _ o , i i o i o o n . o o o i o o i ¢ o o i o , o o | a
.............. ",'......... ;';; .......... 2 ....o s .11 o | o s i a | I I o I q i o o o n o o o a n o ¢ o I o o _ a o
s , o ! o o o , a o a o o a _ i o ! o , o o i o o i , o I n a s o i a o , , o ,
, , s u o .
''" ...... "": .... i .... ",' ......... : ........, , _ o , _ , o o _ o _ , _ o o i i n o i , u a a n o ¢ o o o a u _ , _ a! I I I I g n g | D o I o I ! ¢ i o I a o n o g o _ u o ! i o i I i o , _ o , an i I u u o I a I u o I o o I ¢ I o , a ¢ I o I o I I _ I | a o I a I , , I u I
v
,-I
,.,1q_,-...I
2.31
A
q)
*r-I4-)
0
NNI_
g_NINm_
_ -
l**Ollloo l*l*l*OlO*l*Ol**n*laO|oo**glol
l*O|OlOlO alaolllOOllaOl*OOllaO**iooo*ll
llllOl*ll llll*olollllllOOllll***l_*O**l
iii i e el fill llelll#li#lllll i#
lilllllll llllllllllilllllllell_ll_l_lll
lllllilil lllllllllllillllllilll lllilll
lllilllll lllllllllellllllllllll ii_iiiiiiiiiii|i llllll|lll|ililllllill ii ii$illlilll|l l|l|llllllll|ll|llllll iiiii|i
illlllltl 1111111111111111111111 llllill
iiiiiiiii llllllllllllllllllilll ilillll
Iiiiiiiii llllllllllllll#ll#ll_l iiiiiiilllllllOOlllngllllllllllOIIIII t IlllllO
,,:,,,_, :,,,:,,:,:,,,:,,,;: .... :: : ::II IIi i Iii ii i iii iii iiii i i iii iii i ill ii i iii iiii iiii iiiiiiiilllllll iiiiiiiiIiiiiiiitlllllllllllllliiiiiiii iiiiiiiiiiiiiiitlllllllflllllll
i I I I I I I I I I I I I i I I I i I I I I i i i I i i i i i I i i ! i i i i i
| * I * i o o ! i i i i q i a i o u i ! i i * I o I * | I o m m _ a a m o o o I
i a i ! i i o | o i * i o o a * * a | * I i o i o i o | o m m m a a o i * _ i a
• o I _ m o m o o m _ ,_ _ i m * * a i a i o m o m i o i * m o m ! i m ! o * i a
i o _ o | * m o _ ! o o o i o m o o I o I _ _ i m | _ n o m * m i i o m i * | I
• o * o m o I o m o o | I ! o i I o o o i o * i I i * i | m o o _ o * i o _ i *
I * a o ! I I _ ! m o m o | o i a o ! o o a o o m o o o * I * ! a o o m o o i a
I * u o I * i o | n i I o ! _ i a o o o o * m a I ¢ o o | m o o m * i | * * i *
a t o o I I I I m i * o i I * i a o a o I a i a | a | o o m l m o m m | o o o *
o I o I I I * n | I _ * I I I I o I a I a I I I I a I o o I o I o m m i * o a u
o | * o n * ! a i i i o o | i u o o a * i I m g ! a m m m * * | | * m * i * o *
i | o o o i o _ ! * o * m i m I | m a o o o | a o * I a m ! m * _ * ! a I ! l o
| m * * * I _ i I * m * i I m * * m a | a o n * ¢ a i a i * u * _ * i a | u i o
o | o * * o a o o o | o | t i o o ! m o i o i m a g | l n m i o i i ! _ | _II g
o i o * o * a o o a | o I a I | * | o | m * o o I o o m | a i a * m o * o i o o
o m o * i * a i _ _ i I m a i i o i | | o * a o I g _ o * I i a | m * * I I o *
I * | * o o * o * I a I _ I a | | o m * o _ o a _ o * o o o o ! I * o i | m i
i ! i o o o o * | * i o i a o a | o i i o o a o _ * _ * | o o a | i i i i o * i
o * i o i o o o o o i * | * * a ! i i m i | ! m m m o o * o o i i i u o i * * m
| o o m i o o o a o ! i o o * o m o i * i o i o o o _ i a o a o i I o m | a Q o
o * o m o m m o o m o m * a I o o * m ! o | o | | i * i a * o m i i a * * * o |
o o m i o | I | o o o * ! o o i ! o | o i i i o * | I o o * a i i o o * o o m i
| * m i o i e | | o a a t o a m i o i o m i o | * i i | o * a o i o a * I u o m
i o m i o m i m * o a * _ m a o _ o | o m m o | * m a | o I i * * i o * o i | n
m a n | | I o m * I o * o * o o I o m I m m o m * m I o m m | i i o | i * * * i
i ! I _ o I o I o o i o o * g o o * i I | o | | * i o m a | i o o o i o a * i I
i I * m i o o w o _ i i o i * o o i I m i _ I o i * i o o o o i * * m o * m o
I o I I o ! | o i i i ! o i I * _ _ I _ I | * ! o I o I o | * | ¢ a * i o m i I
o I * | o * i * m ! o | o m * o o a i a i o I I ! i m i o m | m o i o i * o i a
| o ! o m * I o n ! i i | i o m i * o o i o * ! o i i i * m | m ! o m o * * ! i
o m o m o * i o m m o ! * | | o | o o _ i o i ¢ o o i i * m _ | I o i n o * i i
• * _ a i a i a o ! * m * i * o I * f g o _ o o m o m _ i * o I o _ m | i o * a
a i o n m I i I m I o | I m o m * o I m * * | * I o | i m I I i | i m i * o o i
I o a l i a i i m i * i o m * m g i * | * _ m * i * m a m o i i o * _ o i i a a
I m I I ! * ! a m | m I * I * I o * * I ; o I * I o m * m o o ! o * I t I | a a
• I a o I I o | I ! I * * I o I o o * * I o m I i I | o I o o o * o | a o I I I
I m o o * o a o o a i _ I o o i * | a I o i i a o * ! * i * m o * * i a m i o o
I m | * o i a o o o m o i o o o * i o I o | i o ; * * _ _ _ i a ,_ i o i | i i *
I ! o * * | ! _ o o ! o i I o * ¢ i m o o m m o i m * o * i i * * | * J | n J o
• | _ o o | I o o a I I I t I _ I ! o I I * I o a I o I o J | * o m a o m i * o
• ! * I a i _ * * o i ! | a u t _ m m i * o i o a _ ! J _ a I * | m _ o m i o o
• m o I o * _ o a o i a u a i a m m * m o * ! i a ; a _ n a * a | I a * I n i m
I o I u _ o _ a I n a I a I a o ! o o o o a _ I * o _ n o * * m i a o i _ * |
| * o o * * o I o | a | a I a o I o ! I o a * a o I o a a * a n n I I I a * |
I n I I a o * * _ _ | I o I I I | m * m | m a a J o I * a a I * I i _ * * a * i
I I m m * o o o o o * o o * I a * | * | i I o o o | a * ! I o a I I a o o a I I
I o o I I o o o I m * o o o o I o o * m * i I * I * o o * | o m i i a _ * * * n
o I m I o ! _ m | * a m ; o a o m * * I * * o * | o I * I _ a * I * o * a I * |
I o m i i i * i m * i * I m a o m I m a i m o o | | * | * o a o i o o o o * * |
i * m * * n * | * _ o * I o a o i a ! a o m i * * * i _ a * a * i a o i o a a i
i * i o o o o | * * u o I o i * i a m o i | | * i o o o * * q * i o o * ! o _ |
! o m ! m I m ! * * o * a * I i | t | o m i o m i m o o i o i * t i g | _ g m o
• a I o i i o o o o _ i i o i * i * m o i m m m o m * I I I o * o a o I * o m o
o I m o | | o | * * a m i * _ i I _ I * I o o m * m o m * i o i o a * o a o i o
• o I o o * | * o o o m o * g ¢ * a n o i | i i * n o i o i i m a I o | | o I *
o u I ! I * m * I m I I i i o i o i i * m i o | o i o i o I o | * * i m o _ i o
o .ll i _ i i i I i o m , i , m , u I o _ , ! m a i o I o , o o o , o I , o
I I ! I I I I I I I i_ I o I I I o o o o _ 4( ! I I I 'I_ I o i I _ _i I _ I I oI ¢ l a i l I o I i o I o I o I e q a o I I i I i i o i , i _ o i i o i l ,
..... _ , , , _,_,_ ......................l l _ o ._ o l o o o l .II o l ._ 41 o i a i o , _ _ i .i_ i .i= i "I_ o
a i l * l , _ o l i l l o I o i _ i i o l l a i o _ l i l , o o l l i i m o
I I I I I I I ! I O I I O I O I I O I 'Ill I O n a I q I .11 I O _ I oi i i i a i a o I l l ! I a i I l a o i I i o ¢ o i l o a u a o l a _ l I oo I I I a I a o l a l I l _I l o l l l , I I , _ , I o I o I o l I _ , n o ii
i i i .ll o I o i o u i i i ! u o i o i i i o o o o a o a o _ o i i _ i o o ii g o _ I I I i i u i i i i i i i o i i o o i a l i i i I I o i I i I i I I
u o i i o o o o o i I o i _ i a i a i I o i _ a _ o o a o a i i I a o o a I
o o I , I I o I o o o , e a * _ I o I I I _ | , o o m _ o _ o I 1 o . o o o
'_,_ '_ ,_ ,_ ..... _ ......... _ '_ ..... _ , ,,_ , ,............... ,_ ..... _ ......i o i I I I _ I o o o . o I I l o i | i i i o o o 41 o o o I i _ m o o !
, ,, ,_, ............... _,*, ....... _, ....... ,,, ,_. ., ............ * , ,* ..... * ...........i _ I i o I i o o _ ¢ , I o o a a i o i I o i _ i o i i o _ o a I o i a , i
, ,_, ,_, ............ _ .... ; ...............I o o _ i i i i _ o , _ , I i a i i i o i i a o o o o o u , , o o ,
a o o I I I o I o o o o o o o o o I _ I o _ i o I o i I o o I o u o I o o ia o o I I o I a o I o o o o I o o I I I I _ I I i o i I , o o I I o I o o n
, i i _ ............. : ........ g iI ..........o J o I I i a | i * I _ o o | o o i o | o m i o m _ o o o o I o o
a _ I I u I I I I i o i _ | o i i o _ o o a o o I m o i _ o _ | o o a i | o i
u i n | I ! i I I i u n | n o i i o a o i o o I I '1_ o I _ _ I _ _ .[1¢ .11 '1_ I "1_
A
-H
8__
gN_NN_N_
4,)
0
v
N
E_
234
@
.a-I.I-)
0
X_XXO_=_
_O__ 0
N_N_N
i i i i i , , o , | i o l o , i i i a o i o o a i a I | o i o i I n ! ,
f _ i | i ! _ I i I I i a I i i , I , I | i _ i i f i i a i i i _ i ii I i i i , i I o o i i n i i o o o o o o i i I o i i i i i | i o i i oi I i | i a a | i I o i I i a | i i | i i n I i | o o | i | I I I o i oo i I o o o u i o | a | u I a o I w I o I ! I I I ! I o , I I I I I I II I o I I a I o I I o I a B | o I o | I I | a I o I _ I a I o o a o o I
.................. •,:_ ...............i i i i i i i , i i i . i i o , i . i i i o i o i o i , o o , i i , , ,
n
..... _ .... _ '_ ,_ ....................., o i | i i i i , ¢ , o i , o , i o a I , I | 4¢ .K o I I i I n . o i , |
i | i o I I i o i i I w i i i o i e i o ¢ ¢ I o o i q i o I . o , o _ a
i i i i t i ! o i . _ i i i i , i i i a i i i i n o i I I i ! ! i I i _ i
I i l o i , i u i I i i I u o u I i I i i i i , a I | i i | ! o I o I ii o i i i i o i o i o o | i i i o a I o . l | , : i o n , i i i i i , _ iI _ | o i o o a a a ¢ , ¢ i o , o _ I , i a , i _ o I , _ I _ I I i i ,, i l | l i m ! o l I , i I i ! o i i i i a i i ¢ l _ I i o ! i I i i n o, o i l l o i o i u o i i i i i i o i l i i i , o l i , i i i i o i i o
a s | i ¢ , l i i i i o i , i l , o ¢ i a o I i I i | i i o I o o , s .i I I i ¢ o I i l l i l l o i l i ! I i i s o i a , _ o i l l o I i u _ ol i e . ¢ i , , u i l i i l i i a i i | o i a o , l i i i i i | , , i .o o i o o l o , i i i l i , o i o i I ¢ l i a , i i i i i i i o ¢ i | i ii i o o o s s i a u a I a s | I , I I , I I , , o , , o . I o o , o _ o
i l o i | i l i i i e i i i i i l l i | i i i i ¢ n I I I I I I I a l li i i i o i o i n o i o o i , I o o I , ! o n o I o o a o o o o o n , I o
I I I a a I o , o I I o I o o n o o i a o o : o , , a o , i i i a i o , ,o i a , | o i a o o o o i I o I o i o a o o i _ , ¢ i n i I , o , o o i
I i I , i I i i # I o i o o i i i i I o i I i i i i i a i I I I I a I ie I I o i o s I a I e I o I o I o I I I i o _ i i I I i n ¢ o I i o , , I i. I o I , o . a o I o o _ u o I I o a i , a _ u I o ¢ I I o n | o _ , . ,o I o n , o i l o o o o I a , n o i e , , a | , _ | a , , o o o , I o : I oo i , i o , I , a s , o I i o I , i a I n u o i i a . I I I o I _ o n o
a I o , o ; u o , I a I I I o o o I o o o , , I o _ o o I I * . , , , ,o I I o o a ! o a I a I I I I o | o I o o I a n I o , , o u ! o o , , o o a oo I I I o o I o I I I I I I _ o I o n s i o a i o u o i , I o o o | i n
I I i i , i i ¢ , ¢ i o I , , o , o I , | o , o . o , o a o ¢ a i o o ,
..................... ., ........ ,, , , , , ,o n u i , o I i i I i o I o o a o n I a o i o o , o I a ! I ! I , I I Io I a I i I i I I I o I I I I I I I u i I o o I I a I I a i I i i I I I i
o I s a I o o , ¢ | o t ¢ o o I o o a o i u o , o a o i o i | i I o u ,
• , , , . , , , , , , , , ,| u o _ i , a i i a _ i i I o i _ o , ! o o u o _ o | , o a o I i I , i u o ol I e i I l i l l i I i i l l i l i i I l l i l i I i l l l l o e I i l i i l
I o o o I o i o , o I o o I o n I , o I I , I , , o I I o o o o o _ , o o o ,I I o I I o I I o t I I I n I o I o o o o i o , o o o a i o o a i i o o , i ¢
;: .....,. ...... ...............i i i i i .11 i i o i i i o i i o o i o o i i i i i g i i i o i i i o o i
o o o i o I l i n o i i I I a o I i o q i i , s a i a i I u _ i .[I i I i a s 41i _ o l I i o I a _1 I i I i i i i I 41 _ i i i _1 a , a I n _¢ I I I I 4I I _ o ,
I o I I I I I I I I o o ! I I o I I I I I I I I : o : o o i n , I a I o , I i
;:,.: ......... .:. '.::, ........................... .. ,",_, ',_;o i i i i i i i o | n I I I o I I I o o I I o I o o w o o I I I , I I o o I Il I o l I I I I I I l l o I o I I I I l I I o I I I I l I l I I a I I I o I i
I o I I I I o I I I l I I I I I I l I o o I I o o I I I i i I i I I I I I I II I a I I I o o I | o I o o o I I o I I I I u i o i o I i o I o i I I o , o I
._ ....... ; .......... _ .... .:: , :, ,; .... _ ,; , ,o I I o n o o a o o o o I o m o I I , I o o I o n , I o o ,
i o 41 i _ o i i i a n a i a I o i i i I I i _ a , _ o I o o I I _ i I a i , i o
i
' I _ _ l ....................... } , , ' _ ......! ! u i u o I I o i i s o i I i a u o o u l l i i n | I n o n I o , nI 41 I o .ll u _ 'k 41¢ _ 'K _ o o .11 o _ o '11 .11 4¢ '11 o ._1 .11 _ , 4I u _ _ 'K 'K o .11 _ .ll , io I u I I ! I I o o o I I o o I a o a i o o I o , I o I o i i _ o i o _ o o ni i i i o o i | a i i o i _ o I i o i I o o i i i _ i , _ i o i i i o _ a o i
.......................... ,, ,, , : . . ,., .... ,.I s I i I i o I i o o I s I ¢ a i n , a i u i i i i i o o i o n n oI I i I I I o n I n I I I n I , n i I i o o I I I i * * * I o o o I I o * i
U
@_4
w
la
Xw
_NINm_
w
LI
i i i i i i i i D I D i i , i _ i i i i I D _ i | I i i e i i ! I i _ i _ |i i i ,, i i i i i I i i m i i i i i i i | D i i i _ _ i , i i i _ i i , i ii i i i i D i i | | i i i l i i . i I i | i i i | i | i i ! i i i i i i i i| i i i ! D i i i i i i | i i i i i i i i i i i i I | i i i i i , _ i I i ii i i i i i i i , ! i i i _ I , i i i i i i i , ! i i i i i i i , i , i i i
i ! i i i i i i i | i I i i i i i i i i i i i i i , i i i i i 1 / | i i | |i i i i i i i i i i I | i i i i i i o i i i i i i | ! i i , i tl 41 i i i | ii i I i i ! | ! i i i i i i i , i i i i i i i i , i i , i i i i i i i i i iI i i | i i i i i | i i i _ i i i i ! i i i i i i ! _ i , i i i i i i i I ii i | i i I i i i i i i i | | i i i i i i i i i t i i i i i i i , i i i i i
! i i i i i i , , i i _ i i i I _ i | i I i I _ i , ! i _ _ i i i _ i , ii i i i | i i i i i i i i i i I I i | i i i i i i i i i i i i i _ ! | _ i ii i ! i i i i i i i i i i i i i i i i i i i ¢ i , , , i , i i , , i i , i ,i i i i i i i i i i i i i i i i i i i i | i i i i , i , , | | | i i i I i ii _ _ i i i i , i i l i i i ! i i i i i | i i i i i i i i i | i i , i i i i
s i i i i , i , , , _ o , _ , _ i , , / . , , t , i ¢ , i , I . ¢ I . J I Ii i i i i i i i i i i i . i I I i i i .1¢ ./_ i i i i i | i i D I , i t i I i ,i i i i i i i i , i , i l i , i i i i | | i ! i i i J , I | i ,_ , _ ,, | I .i I _ i i i | | i i i i i l i i i , i i | | i | i i i I , i i i i o , _ | i i
I i i i i i i i i i i i i i i i | i i ! i | i , i i i l ! i _ i i i i i i
i i i | i i i i i I i i | i I | , i i i ! | i i i i i i i i l i i i | .i_ ,1_ ii | i . i ,_ i i | | i i i | i l i i i i i i i i | i i | i J | ! | i i | | i |i | i i I i i i I i I | s | i i i i | i i | ! i | i i , _ i i , | | , | i ,i | i | i | i i i i i i ! i I i s i i i i i i i _ ! , | i * i i i D | i ! , |, | i i i | I i | i i , i I , _ I i i i i i i , | i i i i i i i , i i | I i
i i i i i i i ! i | i i | i i i i ! i i i i i i i i i i i i i i i i | , i ii ) i ,, i _ i i i , i i i | i i i i i i | , i i | i , i , , i I , , i i s , iI i i i i i i i | i i i i i i i i i i i i i i i i i i i i i i I , ¢ , i i ii i i | i | i i i i | i i i | i ! i i i i i i i i i , i _ i i i t , i i ! i iI ! i i I i i i i i ! | i i i i i i i i i i i i i | _ I i ! i i i i i i | i
I t i i I , | i i i i i i i i , i i i i i _ i i I i , i , | i i i i _ _ , i| i i i i i D i i | i i | l i i i i i , i i i | | i i i i , l i i i , _ i , ,i i i i i i i i i i i D i _ i i i i | i i i i i i ! I , , i | _ i i , i i ii , | i i i i , _ i i i | i i i i i i i I i i i , _ , i i , i | i i | , , i i, i ! I i _ i i i i g D ! ! i I , i i i i i , i i , , i i , | i i | i i i
| i i i i i i i i i i i i | i i i i i , i i _ i i i i i 1 t i i i , i i i ,i i i I i , i i i i i i i i i i _ | l i i i i i i , i i i _ i , i i i i _ ! ,i i | i | i i i i i , ! i _ i i i ! i ! i i i i i _ i , i i i i i i i , i ,i i i i i i , i i i i i i i i , i i _ | i | i i i | , i i , i i i i i _. i , ii i i i i i i i i i I i i i i | _ i i | ! i _ , I i i i i | i i i t i i i i
i | i i i i i i i i | _ i i i i i i i i i i i i i i i i i i i , i i i i i ii i i i i i i i i i _ i i i i i i i i i i i i | i i i _ , i | i B _ i i i i ii i i | i i i i i i i i i i i i I | i i i i | i i i i i i _ i _ _ i i i i |
i i i i i I i _ i i i i _ i i i i i _ i I i i i i i J I I D i i , i I i i Ii i | i i i | _ | Q | i | i i i t I i i i | i i i i i i I I i I i i i i i I
i i , i i D I i i i i i i , i i i i i | i i i o i _ i ! , i , i i i i o , li i i i i | i i i | I D i i i * i i i i i i i i i _ .1_ i ,_ | s , , i i _ , Ii i i o q i I i i i i i _ i i i i i _ i , _ i _ i , i i o i i i i i i , ii i i i i | i i e i | i | i | i i i i i i i i i i | i i i _ i i , i , , i i ii i i i i i | i i , , i i i i I i i i i i i , , | ¢ , i I i , , i i , i i
i i t i i | | i i | i _ , . i , i _ i i i i i i , , | i i i I , , i , , ii , | i i | | , i , , i i | i i i i _ i i i I , i , i , i | i | i i _ ! _ i iI _ i i i i i | i i i | i i ! i i i i i i i i i i i i | , i i , i I i i ii i i i i i i i i _ i i i , o i i | i l i i t i _ i i ! ! | _ i i i l i i i i
i . | i i | i 1 | i i i i | i i i _ , i i i i i i i i _ _ i i I i i i |
, , .1_ i 4I 4¢ _ 41 , .ll 41 _ 41 41 .ll .1_ , .1_ , . , , , .ll i II , .1_ , 41i i i i i i i i i i i i i i ! i i i , i i i , i ! i i , t i , , i i i _ s| i i i i i i i i i ! I i , i i i i i | i i i , , i i | I i , i , | i i || i i o | i | i i i i i | i , i i i i | i i i i i i i i I , i i i i , i i
i i | i | i .1_ i i i i i i i I i i i i | l i i i i i | i i | , | i i i i i, i i q , i / , t i i i _ i 1 i _ i i i i | i . , i | i | _ i i B i i ¢ i
......... _ , ,a__ .... _ _ , , ,_ , ,_ . , ,
•, .... .,,,, .,, , ,.,, ,.,. ,, ,; .... ; .... . , ,,i l I I I l I I , 1 l l l 1 I I i 1 I 1 # l I 1 I 1 i
, . i ¢ i i ¢ l ¢ 1 ¢ l , , i , l s 1 1 l _ l l i l , , l , , , l , 1 l
s ¢ , s i i 1 _ ¢ ¢ , l , i , ¢ ! , l , s l , l ¢ , , , l i l l l , l ,¢ , i i | ¢ l , l | , ¢ ¢ l , . ¢ l , _ , ¢ , , l . , , , l l , , l l
, l , ¢ i l i i i l i l , , , i i , , ¢ s , , s , l , i i s | l _ , , ,
........ "," .... ';" '" ......._; , ,_ ,_ ',: ......................¢ , l l | l l ¢ , , . i l , 1 , , . l , , , , 1 l , l l , | , l , 1 ,
I 41 I I I I I l I l I I I I I I I l , I I l I , I l I I l I I , , I l I
i / i i i i _ i i i i i i i l t i i I i _ l i , i _ i i i i i i i i i i i i| i i l i i l i i i i i i I l i i i i i i i , , i i i _ l i i i i iI I I I I I l l I I I l I I I t , I I I I I I , I l I l I l I I l I I I l I I I
| i i , i i ! i l i ! i I i | i l i i i , , , i l i , _ i i , , , i i , , ,
uJ
UJ
oo_888_8 _oo _ ooo o= =o =o
236
'0q)
or,I4.)
0
0_ _
NNN_N_ _
_0_
,, i * I * I * i i i l i | i i l ! I I i I , l i I , l I I i i i i l i * . I I
I i l l l I i l i l i i I , i I _ i . , I _ i i i i i * i i I , i i i _ I I I! , i * I _ _ . l * i , | l l * i i l i i i ,_ i i * , i i * * i * * i i i iI l i l l t i . I i * | i I I I i i * i I l l i s I l i i i ,_ I * _ i i I i *
i I * l * ! l I I i l * I I i I l i i . I i i _ I i i i i i l i i i i l i i i
I . I ! i I i , l l , i , i ,i l i , i , I , i , l l l l l . l , , _ , l I , il l I l i l l i l l l i , l . I l l | i I , i , l l l , , i , l , l * , l , l
i * l i l | l i * i l i i l ¢ s i l i i i ! i l * , l i l * * , , i l l i s li i i i i I i I I I I ' I I I ' I I I I I ( I [ I , I I I I I I , , i I I I I
I , I t I , I , I I I ! * , ¢ I , I I I * I I I , , I I I I I , I | I * I ,
I , I , , ' ' I I , ! I I I I ; I I , I I I , I I ' I I , , ' I ; I I i ' * 'I l I l i * I , i l i I I i i I i i . I * , i l i I i i * , * I * i I I I ! ,
i , * , * l l ! i l I I I , l i l i i l , , i i , t l i l l , l l l l I _ i
i , l , I _ l I i * , I l i l I , l i l I , s l i i * _, l i l l l I , l i l ii i l ; I l i i i i , l , i , I ! l I I s , * I I l | l I I , * , * , l i , li , l i l i i i * * i l l I l l i . * l I , i , I l i , . l s , * _ i * i , l
l * l I * i i l , l l , i l i l l l ! , l _ l _ I , l , , i i , , i , l i , .
l i , l l l l l i l l i l i l I l i i i l i i i l l , * l i l i I l i * , * lI i i i I i i l i i I I i l i l i i l i i I i l I I I i i l i i l l i I I i i
i t I . I i i i I i i i i i I i , i i i , i i , ¢ , i I I , , i * , , I * i ,I , I , I * * , | , i * i , I i i I , i I i , I , * I , i , , i i , , I i , ,
i i i , i l l i l i l l l t ; , , l I . I l i , I I I , l I l I l , l I l I I
i i i i i i i i i i l i l I i l l i i i I I I I I I I , I I I I l I I I I l II I I I I I I I _1 "11 I I I I I l I I I I I I I , I I I I I I I I , I I I I l Il I I I I I I I I I I l I I I , I I * I I I I I I I I _ , t I , , I , I I I ,
I I I I I I I , ! I I I I , I I I I I I I I I I I I I I I I I I , I I I ' I II I I I ' I I , * I I I I I I I I I , I * I , , I I ' | I I I I I I I I , I I
I I I I I I I I I I i , i i i * i , i I i i i i i i , i i , i i i I * I i i i
i i i i , i i i i * i _ i i i i , i . , , , i , i i i i i i i i i i , i , i
I I I I I I I I I I I I $ I I I I I I l I I I I I I I I I I I l I I , I I l Ii i i i i , i ! i I i i i i t i i i I , I i i i I I i i , I i , , i . i i . i
i i i i I I I I i _ t i i i i I i I i i i i i i I i i i * ! i . i i . t i . iI i l i i i i i l I i i i l I t i l i i I , i , l t . , t , i i l l i , i i i lI i i i I I $ i i t I I I I I I I I I | I I I t I I I I I I I I , I I I , I !
I I , , * I I * I t I S I I * , I ! I I I I I I I , , I I t , _ I I I , , t I
I l I I I I I ¢ I I * I I I I I I I , , I I I I * ! * l * * I I , , I I * I ,I , I I I I I I I ! I i I I I i , i i i I , , . I i i i i , , i _ _ , i i i iI i i I * I i I i I I t I i I i , i i . I i I i I i i i i I , i i , i , i , i
i i _ I i * i i I I i I * I ¢ I I I _ # i i i i ¢ _ , i I I i i i * * i _ i
i , / / , i i i I I i i I i I I i I l I i . _ i i t , i i , t i , , i , , i i i
.............. I ....... : : .......... : ....
. i i i , i , , I I I i t I t i i I i i , , i i i i i i i i I i i i i , , i i
, I i , . , i l i i i i i i i i i i , , I i , i i i i i , i i i , i i i , i i
i , I i i , i i i i i i i i i i i i i i l l , , , i * i i i I , i i , i i i , ii , _ i i i , i _ i i | i * I i * i i i i . i i i i i i i t i i i i i . i i ii i i i t , i i i * i i i i i i i i , , i . i I _ i i i , i i i i i i , i i i i
i i _ , i i i i i I l i i i * , i i i , i i i . i i i i i , , i , , i i i i i
. , i i i i . i , i i i , I i i , , i i I i _ i i i t
i i i ¢ i , i i i i i i i i i i i i i i , i i i i i , i i i ¢ I i , , , t i i i
o i o u o i o a i o i i t i o i o o a I a , i o i _ i o o o i * . , . , o i * l
g ' I I g ..... _ I ' g _ ..... g ' ' I g _ ...... : , I . g l g :4= , , , .11 I , I .11 I _1 _1 41 * _ I _1 .11 . } I , 41 _ _; * , .lll I l I l I I I I I I l I I I l I l I ._ l I I I I I I l } I I I l l I I l I I I
i I , I I i I i I I I I I I I / I I I I i i i i I l i i I i i I i i i I I I i i, i I , I i i I I I i I i I I 41 I I i I i i i i i I i i i i .It I .1_ i , i I i , 41
: " '! ": " ': ": ....... ":"i ..... ! " '" ": 'i i , i i i i i i i i I i i i i i i i i t i i , . i i i l i , i
i _ .[i I , -_ , "It l ! .It 'I_ .[I , i i I I 'I= i , , i 41 } , ,
, , , I I I , , , , I I I , ! , I I I I , I I , t , , I I t , , _1 , t I , . I ,i s I , i , , _1 i i , i i i I i * i i i i s_ i t , i i , i , i i _t i , , i , i
I i i i i i i i i , I i i I i i i i i i i i , i i i i i I i i i i , l i i i i ,
i i i i i , i _ i i l i i i I i i i I i , i * i , I i i i i i i I i , , i i ,i i i i i _ i i I i i i i i i i i i i i i i , i , t i i i i , i i i i i i i i i
........ ": ": ;' ":-.-: ; 'i ; ; ...., , , _, , , , , , . , , , , , , , , . . , . . _ , , . ,i , i . i i , i i i t . , i t i I I i i i , i i i i , i , i *
............. :"i .............. :''': .... i'i | i i i / i i i i i i i i * l i i i i i 1 _ i t i i i i i i i _ i ,i i , i i , i , i , I i i | i i i , i , i , | 41 i i 4= i i , i i i i _ ,i i i , i i , , i , i i i i I i i ! i i i i , , i , i , i , i i i i i i , . i i
| . _t I i i i t 4_ _1 ! i , i i i i i , i i i t i I i i i i i , i i i i i I , , i
r.)v
.I
I{I
..... ; .......... : ....... ; :; ........... : ,i i i , i i i ¢ i i , i s I i , i , i i , i i i i i i , , i , i i
_.SNN_ ...........................(._ , i , i l ! , . i , i i I i I i , i , I i , i I _ i _ i * , i i , , i i , i , ,
i i i I i i i i i i i | i i i i i i I i i I i i i i i i i i i I i i
.......................... : : .... : : .... : ,i I _ I i , i i I i i i , i t , , i , I i i i , i i , i i i , i , i i
LU
!l14J
......... ==--=_-8--g--SN--g-_ r _
- -o .... - --
oo g== @@ @@@@@@@@@_@oo
Z_U
X_ZZO_
° g
0 __X
rj
r.I (nu_u)_-
• (nl.ur, n=_:._=;[r_,lU'_
q)
o>_
* i i * * i , i _ * | i * , , i , | , i i , i i i * , = i i i i , , i i, i , i , ! i i i i , i | i , i , i , ! , , i i a , _ | i i i | i , i ,, I , , , , , i i i , ! * ! * i , i , i , , i , i , _ g i i , i i i * ,i i | , , i i i i * i i , i i ! i i , i i i i _ i , t i , i i i , i , ,i i i | * i i i i , i i i | i i i i i i i | ! i _ i I i i i i i | i i i
i i i i 1 i i i * i * i ! * i _ i a i i | i i i i i i * | i i | | i i i| , , i , i * i , I i i ! , i _ i ! i i i i * ! i i i i * i i i | i i i| * i I I i * | * | * * i * i * i ! i i | i i ! * i * * I | | i | i , ii i i i , I * f i i i i i i * ! , _ i , i i , | , i , , i i | i _ i i
i i i * , i , i i , i i i | i i i i , _ | i i , i , , i | , i i | t i i| * | * * i i i * * i i i i , * _ * * _ i * i ! | I i i i | _ i i _ i i! i i i i i i i i | i i , i , i , , , i i * i , i , i i i , i , i i i ,i i * * i i i ! i * i ! * | i i * * | i * * i i | i i i | * , i i i i ii | i * i * i i i * i i i _ * i , , i _ * i | ! i i | | | , , , * ! | ,
i , , , i , i , i , i * i | * * * i i * * * i i i i i , i * * i , i i i* * * t i ! i ! i i | , i | i | i * _ i , i i i | i | , i * i * i ! | ii , i * ! * i i | i i i i , i i i , i , , i i _ ! i i * i i i i , , i ii i _ i ! i | i * * i i i , | i i i _ * i i ! ! ! i i i , i i i * i i ii i i | ! | i i * * i ! i | i | i I i i ! i 1 i i i i i , i i i i , , ,
i | i * i i ! i i i i i | i I | , i i | ! * ! i * , i i i i , i I , i ,, i i , | i * i i * ! i i ! i i * i i i i * ! * i * i i ! i , i g , , ,i i , , , i i i | * * i , i i i i i _ i * | i Q i i i i g i , i , , i ,* i , * * i | , i , i * * * | i , i , i i i i , i , , i , i , i i i , i
, i , | | , ! , i i ! i i * i ! * * | i i i i i , , , , i t * i t , i ,, i I i i , i i i , i i , , , | | i ! i , i i i i i i i i i , , i i , i ,i i , i ! i i * i i i , i * i | i i i i i s i i , _ , , , , i | , , , i ,i , i i i i i _ _ , i i i i i i , i i i i i i , i , * , i _ i i _ i i , ,, , i ! i | B i _ i , | i i ! , i i ! ! i i , i , * , , , i i i , i , ,
! i i i , | , i * i I i * i ! | | ! | ! i i i i , i , | i ! i ! i i , ii , i * * | i , , | ! , | * I * i i ! i i i , , _ i _ * i * , , i , | _ , Ii , i * * * _ * i i , i i i ! ! , * | i i * * ! i i | i i i i i | i , Ii i ! _ , , i ! i i i | i | i , i , i , i i i i i i , , i i i , , i i , | ii * , _ _ i i , | , i i i i , | , , _ , | , , , i i , i | i i i i , | i
i , i i i | ! | * | ! i I | | i i ! * i | | i i _ * i i * | i i i | ,* * * | i * i i i i i i I * i ! i * | ! * i i i , i i , | i i _ i , i i i ,i , , i i i i i ! i i ! i ! * * * i , , i , i i i , , _ D _ = _ i i | ii , i g | , | i i i i i i i ! ! i _ i i i * i | | | i , i , | , , a i , i | ,
i i i i , i ! i i i * ! * i * i * i | * * i i | , | i ! _ i i ! ! i ,
* | ! * ! _ | i J ! i i i i _ i i i * * ! _ i i i i i ! i i i i | , i ,, i , i ! i ! i _ i i | ! i i i i i i i i i , * i , i i ! , I t , i _ , i ii i i * i * * * , * i i i * i ! i i | i i i i i I i i i , i , i i , , ,* i | * ! * i , | i i i | | i , i i i i | i * I i | i | , i i i i i i i , i, i ! i , i i * i * , i * i i i i i i i i , * , _ i | i I i i i , , , |
* i * | i i i _ , , | i i i i i i i , i i i i , i , , , i i , i i , i i, , , i , , ! , | * * i , , i i , i i i i , | i _ _ * i ! i i , o , , i ! ,
| , ! i i * i | * i i _ i i = i i , * i i _ i _ i i i _ i * _ _ i * J i i ,i t , i i i , i i i , , , , i , , , i i , i i i , , i i , i i i _ i i ,
i , i i i i _ i * i * | * * | i | _ i * | i i _ i i i * * i i i * i i ii i | t i i , i , * i i * * * | | i i i i | i i i | i * I * * i | i * i i i! ! i i i i _ i , i , | i i , i | i i i I i i ! , ! i , , i i , _ i , |i ! D i I i i I i , i , i i i i i i i i i i i i i , i i * _ , i i , i i i i| ! i ! * i i i , | , i * | * ! i ! i i i i , i , i | , , , i i , i , i
l * * i i i i * i i i i ! i i i i * i * ! i , i _ i i _ i * * * i _ l i* * i i i * i i i i t , l i i ! i * i l l * i , , i l i l i _ * i _ i i
i l * i i l i i i i i ! * i i i * l i i i * i , i i * i , * * * i , i *i i i * i i i | i * * * l * i * i * * * l i i l l i : i : * l * * * , : *
..... ,..... _ , _ ........ . ;;*, ,I I I I I I ! I | I I I _ I I I I I I I /_[ I I I I I I * | I I
i i i * i ! , i i i * i i i , , i / i , , ! , , i | i , , i , i i * I i
: .... ; , , , ; ...... ; • ...................(i i * * I * i 41 * tl * * * * i .Jl , i i .Is * .It i * i i .[[ * 41 * I .[¢ , ,l i i i * l , * i l * ! , i * * l i i * i l i _ * ! i * i i * i _ _ i i* i l i i * ! * * ! * i i * * i i * i * i * * * i i i * i t i i _ l _ i
I I l I I I I I l I I I I I I I I I I I I I I I I I I I I I I I I I I I l
i i i i ! l i i * 41 l * i i ! * i * 1 Ic i l i * , l * | * l i _ , _ i , ii , , i ! , , i i * i i * i * i * * _ * i i * * ! * * , ! i i _ * i * i
i , i i i , , i , , i i * * * i , i i i , i * _ * * _ * * i i = , i ,I , i i * i i l , i , i l l * * i i I * i i _ , , , , l _ , i i l i l , i
i , i , , i , , , i i , i * i * | i , i i i , l , | , l , , i l l _ , i
I * '1 '([ I * I I I I * * I I I * ! * * 'K * t * * * * * I , * a , , n *
l * * * * i * i * i * , l i * l * * * | * , i l i l * l l , ,.it * 'i[ I 'lg * ! _ t¢ I _ "k * 'k I .It * tl _ 4¢ _ * "k : * _ * tl * 4¢ .It * _ t¢ '1(
* * * * i , : , , l | l i l l ! , , i , i * , * l l i l i i , , , i * i l ,
i l , , i l l * | i i | l i i , i * l l * l , , , l l l * l , , , ,
4_
XUJ
LU
2.38
_o_oo__ _Z
-
0 __Z_X
|a.no|ooa,*olololol*ol *oo;io,ao ,ao|l,o
pllpllllflllllJIpl|)ll I#lll||;! _l|l)ll
ill|lOlOOllaSllllll)el ellellOll eilO|ll
oIaOaIOoIUIOIInIIIOl*| lll|lllll ogaoloI
ilglgolOlllOlOOOllelll IOlOOlIl| *laoeaa
illeleeellelloOlelgllo oilalqlll elleegg
$llllilqelolaelllllele IIIlIIlII II_ellOIlllllllll$111$_llllll Illllllll II Illl
IIIIIIIII1511111111111 IIIllllll IIIIlll
IlllllOiOllillllllllll iilllltil Ol#llil
ll*lllillilllilOOilOII IIIIfliO* iiilill
IIOlillllllllllOIIO_Jl lllllllll IOIIlil
IIOIOIOIIOliillOllllil IIlIlilli IlIIIOI
ilelelllaalalilalOlll! IOIIIIIll ce*looo
IIIpOlIIIIIIIIIIJlI)_I J_JIIIPli iPOpIIi
IIII151111111111 IIIII liloglell I OlIIO
IlgllellllllllllllOlll OOllglell lUllelg
lllelllllllll:ll:lllll llllellll lllllglIIIIIIIIIIIII II IIIII IIIIIIIII IIIIIII
Illlllllllilllllllllll IIIIIIIII Illel:lilllllllllil$111111111 Illllllll lllll i
iIiiIiilllllilllllllll iiiiiiiii iiiiiii
iiIiiiiiIllllillllllll iiiiiiiii IIIIIll
illllllll$111111111111 lllllllll iiiiill
lllllllllllllllllillll lllllll$1 illll:liiiiiiiiiiiiiiiiiiiiiit111111111 iIIli i
illlllllilllllllllllll iiiiiiiii iiiiiii
Illlllllllilllllllllllllllllllllllllllll
iiIiiIiiilllllllllllll IIIIIIIII lllllll
illllllllllllllllllll$ Illlll$11 Ilill:liiiiiiiIiillllllllllllllllllllllllt il I
.,,_ ......... _ ..... _ .... _ .... _ ..... :.,,''' " ....................... _ i_''_ ,_,_,+ +_,+,,_,_,,_,_,,_*,_,_ * ,I I I I I II I II I II li I II
illllllllllllllltllllllllllillll IIIIIII
IIIIIIIIlllll_llllllllllllllllll IIII1_1II}llllllllll Illlllllllllllllll Illll I
II / ililllllllllllllillllllllllll IIIIlll
IIIIIIIIIIIIIIIIIIIIlillllllllilllllllil
iiiilllillllllllllllllllllllllll lililii
-..- +,.+,,)_++,++,.,,<il_ Pa'lllJJ,f_l,--
-+
&-XI.W
)_u
2.39
! o i _ | i i , o o , | a i = i i o i , ! o a o i _ i i I i a , i a o I , o o
............. • ....... _, . , ,_ o: , ,_. ......
I _ D , i i , i i o i i i i o o i i i o i l o i i o o i l e , I a o | o o I o¢ i o i i i , , i i i i | l o o o o i i i , o i i i a i i o i i i , e a i . .
, o i | i i I I , e i i o i I I t i s i i i i i i i a o I a I i I , u i i i
i i i i i I i a | o i i i _ i . i a , i I a I i o I I o i I i o i o I I I i |i o e , i l i l l l o i a i i i I o o l o i i l , i i , i i i , l l l ,i l e l, i o o i l i i l i i i i o o I i ,i i i o i l o ,, i . i l i l t _ i l , o l l
I I I I I I I I I I I I I I I I I l I l I I I I l I I I I I I I I I I l I I I
| ¢ i l i i i i i i i i o i o l s l o i o i l i , , , l i l o , o l i i i l iI I I I | I | I | I i $ I I I | I I I I I I I I I I I I | I i i I I I I I I I
o i i o o ¢ , o l i i l I I I I I I I I I'II _ , I a I I l l , l I , , l I ,I u O I o l I I I l O I l ¢ i o ¢ i ,i i o i a o , _ .K i .I_ i , l i a , l i a
o I o , a o , , o o I i l a i a o l o l l i l l i _ i a , i , o , _ l , i , o, l i l i i i l , o l I o , i a i o l i I o , , a , l o l , , , , o l , o oa i o , I l o l i I i i i i i o l o i o l l , , a , o , i i l i , , _ , . lI l l i i I | I i l I i l i o a i . i o i o ¢ i a , ! , l o , i , , i ¢ , , ,i t l i l i I i , i i o i o , i n l I , l , , , , l a O I o o i o , , a , ,
l l | | o l _ o i o i , | o a , o , e , i , o , l o , i i l e i , e , , | , l, i i i , o i o i i i i o o i o o i i , i o , i o o i a I l o I , , , I l ,i e i l i o o , o e a , , l o s a o e , , i l l i , . , e | , , , a , , ei l i i i l , a , i o e a , i o s i , , o a i | o i o o o a l , l l I , i , i
o , o ! l o l , i l , o o l i i o i o . o i l o o l l l i i i , . l o o o l ii i ¢ a i o i o i i i i i i o i i o , o a o i o o l o o i , , i . n o l _ , l lI l I , | . t . i , i , l i o i i I i i o , i i i i ¢ l i i | a i i ,, i o i oi i o i o o i o i i o I i i l i i i i , o I o a l i o i o o , o , , o i l , i ,i I i , o , a i i l l I l i l i l i i i o o i o I _ o , , ,, , i i i l l o ,
s i I . ¢ o l o , I l I o I , , i l i i , i l I i o o i i o i 4, i , , i l i ,I I I I I I I I I I ¢ I I I l l l ¢ s l l I I I I I I I I I I . I I l I I l a I
o i , i o l i i I i o i i l i , i i l l l i i , i i l i o i , o i , _ a o a Il ! i l i I I i i i i i I i l ! l i i i l i i 41 s ! i ! i i i i i i i i . i i Ii i , l i i , l i | o i i i l i i i i o l i o . , i l i i i i l i . i o o , .
i o i i o i o i i i | o i o I , i a i o i o o i , . o , l o o , o . , _ , . ,_I l I I I I I I I | I I I I I ¢ I ! I , I | I I I I I I l | I I a . I ! I I I l
i i i i i l , i i i l ! o , i ¢ l o _ o l _ i o o , , l l a i i i o a , i , i
i I I i o I i , i o , I I , , 4, o I , o l i i i , i a i , , i , , l ,
I i i i i I i i a l , i a , I l l . i , o , i o o l i _ a i , o , , . . l l l
! I i l i o i i I , t i l , i l i o I I I I i _ o i o i o i i i o i ¢ i i , l iI I I I I I I I I l I I i I I I i i I i i i I i i I I I i I I l I I l l
! i o l i o l o _ o l o , i . i o i , , i o i a i i l o o , i i l , a o , lu i l a i I _ o i o i l | l o , I , i , i o i , l i . l o o ! , , _ o i
, , , , , , , , , , , , , , , , . , , , , , , , , , , , , , , , , , , , , , ,i i i o ! . i i o ! | i o i o i i i o i i o ! i i ! , i | i i o u i | n , , aO I O I I l I O , o I I o o O o O t I I I I I I I a I I I O a o I I O l I a I
i i i l a i o , o o l i , a l o , I o I , , I o i a l l i i o ! a i i o , i, o i | o i i _ i o i l o I l a l I l I o I a o i l l a o I I o , o i , o
:', , , , , , , , , , , , , _, , _, _ ', '
i a o l o o i o i i i o i , l o i i , a , o , , , o a i i o I i i , i a , _ . oi o I o o o i a _ i I I o o a o i u o e | i o i o o u ! i a o o o o a i i a i i
o I i o i i | i t o o o _ _ I o I o o o o i , i , , a _11 o i , , . , o o i o , iI | I I I I I I I ¢ I I I I I I I I I I I I I ! ¢ I I / I I I I I n I I I I I I
..... _ , , ,_ ............! i . i i a i I , o I . i o i o o a a , _ t i o i I . o i i ! o i o , i o
.............. .......... 2 ............ 2 ',_ , ,_ ..... _ . , _ .... _ .................o i i o .1_ i i o i i o o i i i i s i i i i i _11 i o n , I i i o oo e o o I _ a u o e I l o _ l , o o o o o o t , . a v , i , g o , , , e a o , I. i o o o o o o i i _1 i o o i i i i o i o | s i _ , i i i i a ¢ i , i i o . , a
.... ":" ":.": '' ,":' ": " " i ', , ; .... ; '; ; ...... . ,,., . ............. . , , , , , ,i o o i i , i i i i o _ i o i i i ! i o o , i i , , _ o o o u a . i oI I I I l I , I l I l I l I | I l I l a I I , , o , I l i i , l i , I i , l l l
............ g o , o , 1 , g ....................
i .1_ o i i _ i o i ,K . , _ , , i , , , , i _ n I , _ , | , Io o e , i , i , , | t a i i a i , i i , i , | i o , o _ i a i o , i o , i o o i
......, i'2 ........ ; ........ " ..... !i'" iI s i e ! | a i o o i l i e i i ! i ! i i i a | o | g o i e ! l
....... ; ...... _; ........ ; ........i I _ o | , I o o o i o I i i i o i o o i i _ o i 1 a g i I , i a o, i , . o , i o , i o I . i o _ o o o o i i _ a , t o , _ , o l o i a o I I
I I o ¢ , i I o I | e o o I o e o i o , a | o e | a , i e o , o e a a , o I a i
",,'' ",,",,, ,' ,, ,,'",,,, .,,,, ,,'• . , ; .,,; .,,, , ;.,,,, ,, , , ,' ,, , ,' ,,",,;,,':,",,;., ,' , ,,';.,,,................................ i" .... !''i o i i o o o i i I i o i i o s i | , _ , i i o t i i _ o i o , i , o a ii o i i ¢ o i i i i i o I i o o o o o o o I i i , _ i i i , , i , t i _ ,
i a n .1_ I o I I o i o i a i o i o , a o o n , .11 a , , I I .11 I
iiiiiiiiiiiiiiii ii iiiiiiilllllllllllliiiiiiiIi1_11111111 iiiiiiiiiiiiiiiiiiii_lllJlllJ,iiiJll.l_llltlJl|llll|lllllliiiiiilllllllllllll iiiiiiiiiiiiiiiiiii
lllllllllllllllllll lll_ll_llllllllllllIiiiiilllllllllllll iii Ii iiiiiiiiiiii
iiiiiiiiiiiiiiiiiii iiiiiiiiiiiii1,1111iiiiiiiiiiiiiiii ii iiiiiiiiii111111111|iiiiiiiii!111111111 IIIIIIIIIIIIIllllll
Table 3.1 gives the estimated positions of the observed extragalactic radio sources. One-sigma standard statistical
errors are given in units of seconds of time for right ascension and arcseconds for declination. The right
ascension of 0420-014 was fLxed at the indicated value in order to establish the right ascension origin in the
celestial reference frame.
3.1
Table 3.1
SourceName
0016+731
0039+230
0048-097
0104-408
0106+013
0112-017
0119+041
0123+257
0133+476
0146+056
0148+274
0149+218
0201+113
0202+149
0202+319
0208-512
0212+735
0215+015
4C67.05
0229+131
0234+285
0235+164
0237-233
0256+075
0300+470
0308-611
3C84
NRAOI40
CTA26
NRAOI50
0402-362
0420-014
0422+004
3C120
0434-188
0454-234
0458-020
0530-727
0528+134
0537-441
Hr
00
00
00
01
01
01
01
01
01
01
01
01
02
02
02
02
02
02
02
02
02
02
02
02
03
03
03
03
03
03
04
04
04
04
04
04
05
05
05
05
VLBI Source Positions
Right Ascension
Mn Seconds ! Uncert.
19
42
50
06
08
15
21
26
36
49
45.785518
4.544937
41.317288
45.107956
38.770938
17.099715
56.861546
42.792384
58.594439
22.370626
i
i .000021
i.000062
i .000003
).000029
) .oooooii
i.000047
) .000001
).000066).ooooo9
).000111
51
52
03
04
05
I0
17
17
28
31
27.145920
18.058885
46.656875
50.413715
4.929047
46.200552
30.812467
48.954565
50.050855
45.893876
).oooo54) .000072
) .000012).ooooo4).004025)).oooo13i.000021
) .000049
).000021
).ooooo237
38
40
59
03
09
19
36
39
59
03
23
24
33
37
52.405427
38.929905
8.174355
27.076451
35.241876
56.099351
48.159784
30.107384
30.937662
29.746926
53.749902
15.800590
46.841544
11.095325
1.482613
i .ooooo3
i .000003
).000045) .000019
) .000007ii.oooo29) .000008
.000013
) .000007
).000008
)oooon) .000000
).000665
).oooo2l).000011
57
01
29
30
38
3.179133
12.809751
30.042400
56.416596
50.361477
i).000003) .000005
i.oooo55i .000002
.000010
from GLB867
Declinationi
Deg Mn Seconds
73 27 30.01689 i
23 20 1.06172 i-09 29 5.20943 i
-40 34 19.95896 i
01 35 .31786 ii
-01 27 4.57645 )
04 22 24.73535 )
25 59 1.30172 i
47 51 29.10074 i
05 55 53.57050 )i
27 44 41.79429 1
22 07 7.69925 1ii 34 45.41077 i
15 14 11.04458 i
32 12 30.10000 ii
-51 O1 1.88998 )
73 49 32.62292 )
01 44 49.70112 1
67 21 3.03057 i
13 22 54.71808 ii
28 48 8.99169 (16 36 59.27642 )
-23 09 15.72646 )
07 47 39.64519 )
47 16 16.27734 ))
-60 58 39.05375 )
41 30 42.10443 )
32 18 29.34469 i-01 46 35.80133 i
50 57 50.16414 !
-36 05 1.90967 )
-01 20 33.06182 )
O0 36 6.32283 !
05 21 15.62206 )
-18 44 48.60893 ){
-23 24 52.01592 )
-01 59 14.25227 )
-72 45 28.50392 )
13 31 55.15323 )
-44 05 8.93508 )
Uncert.
.00009
.00083
.00011
.00098
.00010
.00064
.00010
.00091
.00011
.00136
.00054
.00078
.00026
.00011
.00811
.00015
.00009
.00059
.00015
.00010
.00009
.00011
.00155
.00054
.00009
.00022
.00012
.00022
.00019
.00010
.00052
.00010
.00681
.00055
.00032
.00011
.00020
.00027
.00010
.00017
3.2
Table 3.1 (continued)
VLBI Source Positions from GLB867
Source
Name
0537-286
0552+398
0637-752
0636+680
0642+449
0657+172
0716+714
0723-008
0727-115
0733-174
0735+178
0742+103
0743-006
0745+241
0748+126
0754+100
0814+425
0820+560
0823+033
0J287
0859+470
0919-260
4C39.25
0925-203
0K290
0954+658
I034-293
I038+52A
1055+018
1057-797
ii04-445
1123+264
1124-186
1127-145
1144+402
I144-379
1150+812
1156+295
1219+285
1222+037
HE
Right Ascension
Mn Seconds _ Uncert.
05
05
06
06
06
07
07
07
07
07
39 54.281363
55 30.805416
35 46.507868
42 4.257264
46 32.025895
O0 1.525404
21 53.448360
25 50.640351
30 19.112329
35 45.781446
) .000034
) .000005
) .000033i .000083i .000020
) .000005
) .000027
) .000653) .oooool) .024735
07
07
07
07
07
38 7.393639
45 33.059382
45 54.082336
48 36.109171
50 52.046084
) .000003
) .ooooo2i .ooo496i .000007
).000299
O7
O8
O8
O8
O8
57 6.643080
18 15.999562
24 47.236298
25 50.338242
54 48.874831
1.000237
i .000009
) .000049) .000002) .ooooo3
O9
09
09
09
O9
03 3.990093
21 29.353648
27 3.013868
27 51.824136
56 49.875316
l.oooo12) .000007i .000005
i .000027
i .000004
09 58 47.245324
i0 37 16.079497
I0 41 46.781774
I0 58 29.605089
I0 58 43.308529
Ii 07 8.693827
ii 25 53.711892
ii 27 4.392238
Ii 30 7.056113
Ii 46 58.297971
) .oooo14.000005
i .oooo35_.ooooo2i.oooo55)) .000013{ .000008) .000008
i .001572) ooooo6
ii
II
Ii
12
12
47 1.370375
53 12.500441
59 31.833907
21 31.690549
24 52.421771
) .000031) .000079
) .000004
).000017
) .000015
Declination
Deg Hn Seconds
-28 39 55.94316
39 48 49.16853
-75 16 16.81163
67 58 35.62408
44 51 16.59323
17 09 21.70552
71 20 36.36690
-00 54 56.53248
-Ii 41 12.59604
-17 35 50.80319
17 42 19.00221
i0 Ii 12.69655
-00 44 17.53431
24 O0 24.11382
12 31 4.83915
09 56 34.85857
42 22 45.41856
55 52 42.67327
03 09 24.52410
20 06 30.64439
46 51 4.14063
-26 18 43.38198
39 02 20.85506
-20 34 51.22912
25 15 16.05265
65 33 54.82076
-29 34 2.81010
52 33 28.23300
Ol 33 58.82618
-80 03 54.15758
-44 49 7.61637
26 i0 19.98053
-18 57 17.43971
-14 49 27.35547
39 58 34.30602
-38 12 11.02129
80 58 29.15541
29 14 43.82824
28 13 58.50156
03 30 50.29455
i Uncert.
i .00047
) .00009
) .ooo14) .ooo56) .ooo31
) .00013
) .00013.01021
i .00010
) 1.18912)) .OOOLO) .00010
i .00764i .00013
) .00440
i .00328
i .00011
) .00034) .OOOLO) .oooo9
) .ooo17) .00024
! .00009
i .00098
i .ooon) .oooo9i .00011
{ .00048i .00011
! .00014
) .00017
i .00017
i .00033} .01274
) .00010
i .00082
i .00021
) .OOOLO) .00061
) .ooo45
3J
Table 3.1 (continued)
Source
Name
3C273B
3C274
1244-255
3C279
1308+326
1313-333
3C286
1334-127
1351-018
1354+195
1354-152
0q2081418+546
1424-418
OQ172
1502+106
1510-089
1519-273
1548+056
1606+106
CTD93
1611+343
1614+051
1610-771
1622-253
1624+416
1633+38
1637+574
NRA0512
1642+690
3C345
DA426
1656+053
NRA0530
1739+522
1741-038
1749+701
1749+096
1803+784
3C371
HE
12
12
12
12
13
13
13
13
13
13
13
14
14
14
14
15
15
15
15
16
16
16
16
16
16
16
16
16
16
16
16
16
16
17
17
17
17
17
18
18
VI,BI Source Positions
Right Ascension
Mn Seconds i Uncert.
29 6.699605
30 49.423301
46 46.801803
56 11.166356
10 28.663887
i .000001
i .000045
E .OOO013i .000003
i .000005
16 7.985648
31 8.228184
37 39.782594
54 6.895164
57 4.436616
57 11.244767
07 .394404
19 46.597594
27 56.297198
45 16.465251
i .000051
i .001982
i .0000021.000167
i .000005
i
i .000011
).ooooo3i .ooooloi .000011
( .000064
04 24.979697
12 50.532770
22 37.675778
50 35.269137
08 46.203071
09 13.321256
13 41.064235
16 37.556723
17 49.275719
25 46.891433
i
i.ooooo2i .000003
) .oooo12).ooooo2i .000007
).oonooi .000004
i.oooo28i .000047
i .000004
25 57.669037
35 15.492954
38 13.456404
40 29.632513
42 7.848740
42 58.809945
53 52.217040
58 33.447214
33 2.705627
40 36.977835
)!.ooo699i .ooooo5) .000010
!.ooo372).oooo19i
) .ooooo5
) .000881! .000024
) .000003
).000008
43 58.856006
48 32.840109
51 32.818459
O0 45.684110
06 50.680877
i .oooool! .000133
).000002
)oooo29
) .000433
from GLB867
Declination
De a Mn Seconds i
|
02 03 8.59964 )
12 23 28.04599 1
-25 47 49.28771 i-05 47 21.52332 i
32 20 43.78312 )
-33 38 59.16933 )
30 30 34.44441 )-12 57 24.69255 !
-02 06 3.19031 i
19 19 7.37167 )!
-15 27 28.78497 )
28 27 14.68938 )54 23 14.78627 1
-42 06 19.43806 i
09 58 36.07202 i
I0 29 39.19738 )
-09 05 59.83045 i-27 30 10.78581 l
05 27 10.44655 1
10 29 7.77390 !
26 41 28.99267 )
34 12 47.90675 )
04 59 32.73493 )-77 17 18.47002 E
-25 27 38.32830 ))
41 34 40.62728 )
38 08 4.49814 )
57 20 23.97653 i39 46 46.02600
56 39.75375 i68
39 48 36.99142 )39 45 36.60462 i
05 15 16.44151 i
-13 04 49.55044 i
52 Ii 43.40452 !
-03 50 4.61913 )
70 05 50.76561 )09 39 .72573 )
78 28 4.01524 1
69 49 28.10597 i
Uncert.
.00010
.00050
.00048
.00012
.00010
.00220
.85338
.00010
.00057
.00012
.00050
.00009
.00010
.00018
.00041
.00010
.00012
.00079
.00010
.00016
.03118
.00009
.00035
.00017
.00011
.00166
.00009
.00010
.00087
.00011
.00009
.00298
.00042
.00010
.00009
.00010
.00057
.00010
.00009
.00133
3.4
Table 3.1 (continued)
VLBI Source Posltlons from GLB867
DeclinationSource
Name
1815-553
1823+568
1831-711
3C390.3
1921-293
1923+210
1928+738
1954+513
1958-179
2000-330
2007+777
2008-159
3C418
2113+293
2121+053
2126-158
2128-123
2134+00
2144+092
2145+067
2155-152
VR422201
2201+315
2216-038
CTAI02
2234+282
2243-123
3C454.3
2253+417
2255-282
2326-477
2345-167
2352+495
2355-534
2355-106
Hr
Risht Ascension
Mn Seconds i Uncert.
18
18
18
18
19
19
24
37
42
24
45.399338
7.068310
28.715437
8.990831
51.055827
i.oooo21i.oooo15i .000475
i.ooo55o)ooooo4
19
19
19
20
20
25
27
55
O0
03
59
48
42
57
24
.605249
.495045
•738086
.090327
.I16293
).ooooo9) .000026
! .000022
).000003
).000412
20
20
20
21
21
21
21
21
21
21
05
Ii
38
15
23
29
31
36
47
48
30
15
37
29
44
12
35
38
I0
5
.997359
•710803
.034527
.413259
.517240
.175741
.261626
.586183
.162755
.458525
).001261
i .000077
.ooooo9) .000010
) .000001
)•000043
) .000003
)•000002•000259
) .000001
21
22
22
22
22
22
22
22
22
22
23
23
23
23
23
58
02
03
18
32
36
46
53
55
58
29
48
55
57
58
6.281737
43.291112
14.975560
52.037607
36.408739
22•470650
18.231882
57.747753
36.707554
5.962852
17.704430
2.608460
9.594040
53.266264
10.882316
) .000027
i •000006i •000004
i .000001
).000005i).000003
) .000008
).000002
).000019)ooooo4ii •000019
)•000005i .004804
i .000036
)•000006
Deg Mn Seconds
-55 21 20.74832
56 51 1.48779
-71 08 43.55650
79 46 17.12463
-29 14 30.12312
21 06 26.15893
73 58 1.56672
51 31 48.54299
-17 48 57.67485
-32 51 45.13077
i Uncert.
) .00020
! .00014
) .00237) .00085) •00011)) .00020) .00011! .00021
) .00012) .00675
77 52 43.24456 )
-15 46 40.25815 !
51 19 12.65964 1
29 33 38.36425 1
05 35 22.09095 i
-15 38 41.04126 i
-12 07 4.79840 i
O0 41 54.21158 i
09 29 46.66800 i
06 57 38.60212 )
-15 Ol 9.33033 )
42 16 39.97767 i
31 45 38.26766 i-03 35 36.88090 i
II 43 50.90257 i
28 28 57.41156 )
-12 06 51.27841 )
16 08 53.55937 i
42 02 52.53107 i
-27 58 21.25710 ii
-47 30 19.11516 )-16 31 12.02204 )
49 50 9.43609 i
-53 ii 13.68972 1
-10 20 8.61063 i
•00189
.004O8
•00010
.00027
.00010
.00078
.00012
.00011
.00307
.00010
.00051
.00009
.00010
.00010
.00013
.00009
.00027
.00009
.00034
.00011
.00035
.00013
.93849
.00051
.00031
3.$
4.0 Site Positions and Velocities f_om Solution GLB867
Table 4.1 gives geocentric Cartesian positions in ram, velocities in mm/yr, 1-a standard statistical errors, andtheir correlations (in lower triangular form) for each site in the VLBI reference frame at the site reference
epoch January 1, 1988. Some site velocities were not adjusted because of insufficient data, the corresponding
velocity errors for these sites are zero.
The positions for HRAS 085 for every two months from April 1980 through July 1990 are given in Table 4.2.
The continuous piecewise-linear method used to estimate these positions is described in the text. As no velocities
were estimated for HRAS 085 only positions and their errors are shown.
Table 4.3 gives total site velocities and l-or standard statistical errors in local East, North, and Up coordinates
as well as the corresponding horizontal rates and azimuths for each site from GLB867. These velocities, rates,
and azimuths are also given as corrections relative to NUVEL. The length, azimuth, and elevation for each axis
of the velocity error ellipsoid are given. As in Table 4.1 the sigmas and error ellipsoid parameters for sites
whose velocities were not adjusted are zero.
Table 4.4 is the correlation matrix of all Cartesian site positions and velocities for GLB867. This table consistsof two parts. The upper part shows a number which is associated with each component or velocity, the name
of the component or velocity, and its sigma. The lower part of the table is the actual correlation matrix in lower
triangular form. The rows of the matrix wrap around every 20th element. Table 4.4 is only available inmachine-readable form in the file.
_._.0_ -192 -11s 0 E 0 0 0 223 239.1_ 0 0 0 0 0I U,.. o o o! o oo!o o oo o o
.0 .0 .0
YLOH7296 -19.2 -11.5 .0 i .0 .0 .0 22.3 239.1 i .0 .0 .0 .0 .0
7296 .0 .0 .0 i .0 .0 i .0 .0 .0 .0 .0.0 .0 .0
YUHA -15.6 -10.5 14.4 i -3.3 .6 14.4 18.8 236.0 =" 3.4 284.4 6.2 140.9 69.37894 .6 .9 6.2 i .7 2.5 i .6 14.6 .9 357.6 .5
i .6 87.6 -.4
425
5.0Site Positions by Year from GLB867
Tables 5.1 through 5.17 give the Cartesian coordinates for each site on January 1.5 from 1979 through 1995 in
the VLBI reference frame. All length units are millimeters. The errors are one-sigma standard statistical errors
propagated to the epoch of the table. These errors do not change for a site whose velocity was not adjusted.
WESTFORD is the reference station which defines the coordinate system origin.
FORTORDS and PRESIDIO each appear twice in each table. The first set of positions in each table does not
take into account any discontinuous motion associated with the October 1989 Loma Prieta earthquake. They
are based on the positions of these sites prior to the earthquakes extrapolated to the epoch of the table. The
second set of positions is based on the estimated positions after the earthquake. YAKATAGA, SOURDOGH,
and WHTHORSE are treated in a similar manner in regard to any discontinuous motion associated with the
series of earthquakes in the Gulf of Alaska during the winter of 1987-88. The method used to determinepositions and velocities at these sites is described in the text.
(1) Positions after the October 1989 Loma Prieta earthquake extrapolated to the site reference
epoch.
(2) Positions after the winter 1987-88 Gulf of Ala=ka earthquakes extrapolated to the site
reference epoch.
ref Reference station which defines the coordinate system orisin.
5.27
Table5.14
_JBI Slte posltl--- at Jaa,_7 1.5, 1992
Hi
ALGOPARK
AUSTINTX
6£_HUDA
BLKBUTTE
BLOOMIND
BREST
CARNUSTY
CARROLGA
CHI,BOLTIq
DEADMANL
DSSI5
DSS45
DSS65
EFLSBERG
ELY
FD-VLBA
FLAGSTAF
FORT ORD
FORTORDS
FORTORDS
FTD 7900
GILCREEK
GOLDVENU
GORF7102
GRASSE
HALEAKAL
BARTRAO
HATCREEK
HAYSTACK
HOBART26
HO_NFRG
JPL MV1
KASBIM34
KASHIMA
KAUAI
KOD IAK
KWAJAL26
LA-VLBA
LEONRDOK
HAMMOTBL
MARCUS
MARPOINT
MATERA
MCD 7850
MEDICINA
METSHOVI
HILESMON
MIYAZAKI
MIZUSGSI
MOJ 7288
MOJAVE12
MON PEAK
NOBEY 6M
NGHE
NOTO
Monument
7262
7271
7294
7269
7291
7604
7603
7226
7215
7267
7231
1642
1665
7203
7286
7613
7261
7266
7241
7241 (1)
7900
7225
1513
7102
7505
7120
7232
7218
7205
7242
7600
7263
1857
1856
1311
7278
4968
7611
7292
7259
7310
72177243
7850
7230
76017038
73127314
7288
72227274
7244
7279
7547
I ExEoz
(m) (m)
916034893.1 .7
-737793736.2 3.7
2307209564.2 8.3
-2306306880.9 17.5
302384520.4 21.7
4228877301.7 11.1
3526416565.6 15.4
453520690.4 9.2
4008310260.7 7.5
-2336819587.5 48.5
-2353538686.0 13.2
-4460935028.1 10.3
4849336865.2 10.2
4033947669.7 4.6
-2077236236.9 8.6
-1324009021.6 5.3
-1923992602.7 9.6
-2697026734.0 14.6-2699840226.2 10.4
-2699840202.3 6.1
-1324227875.0 3.6
-2281547075.2 2.0
-2351129052.4 2.3
1130686641.6 2.4
4581697866.3 13.0
-5465998401.1 14.0
5085442953.1 9.1
-2523969859.3 1.5
1492404879.3 .5
-3950236334.7 10.5
3778215090.7 6.0
-2493305983.0 13.1-3997649104.0 5.6
-3997892123.3 5.7-5543845903.9 1.9
-3026940073.9 12.7
-6143536243.6 26.0
-1449752240.7 .7
-522231519.1 3.7
-2448246701.1 47.8
-5227446495.0 15.4
1106629440.0 2,24641939150.0 4.7
-1330008083.3 2.84461370248.1 4.2
2890652989.9 15.6
-1204438939.2 9.2
-3582767712.3 109.2-3862411714.4 43.1
-2356494034.2 5.8
-2356170913.3 .5
-2386289405.6 6.1
-3871168086.9 9.8
-2658150330.0 13.1
4934563378.5 6.1|
y V-trot
(--,) (m)
-4346132254.2 2.2
-5459892247.7 16.1
-4874215882.5 27.9
-4767914407.4 35.9
-4941699051.4 47.5
-333104328.0 2.5
-171421236.8 3.9
-5300506776.5 34.2
-100650897.4 3.7
-4732586951.4 92.5
-4641649503.3 27.6
2682765843.0 12.0
-360488954.2 2.6
486990367.0 2.1
-4486712690.8 18.9
-5332181917.4 11.5
-4850854500.8 22.6
-4354393144.2 23.4
-4359126917.5 16.9
-4359126894.6 10.1
-5332063038.6 12.7
-1453645019.4 3.0
-4655477049.6 4.5
-4831353013.6 8.8
556125601.5 3.7
-2404408237.0 8.4
2668263384.5 9.8
-4123506329.2 3.5
-4457266539.4 1.0
2522347655.0 12.6
698644636.8 2.4
-4655197448.4 23.9
3276690817.1 3.8
3276581323.7 3.8
-2054563846.3 5.0
-1575911753.0 8.0
1363997575.3 9.7
-4975298580.5 2.1
-5145676869.6 19.1
-4426738311.7 86.7
2551379511.7 9.0
-4882907205.5 7,2
1393002887.2 2.4
-5328391560.3 10.5
919596663.7 2.2
1310295222.3 7.1-4239211092.5 30.1
4052034041.4 71.73105015109.9 17.4
-4646607660.1 11.2
-4646755863.4 2.6
-4802346421.9 12.7
3428274057.6 8.7
-693821875.7 5.9
1321201121.0 3.1
Z ErEor
(m) (--,)
4561971080.1 2.2
3202990402.9 9.5
3394317860.2 19.1
3515736338.7 25.54007906418.9 37.1
4747180909.5 12.0
5294098766.5 20.9
3507207368.8 20.6
4943794698.4 9.8
3570329908.1 65.6
3676669930.6 30.1
-3674381463.2 11.9
4114748713.3 11.7
4900430690.6 7.3
4018753669.0 15.7
3231962400.4 8.33658589221.8 17.9
3788077641.8 20.13781050990.0 14.3
3781051028.1 8.9
3232022978.0 7.7
5756993147.1 5.3
3660956820.7 4.4
3994110824.9 8.9
4389351355.0 13.5
2242228528.6 8.7
-2768697140.9 9.4
4147752508.4 3.7
4296881688.8 1.1
-4311562767.4 12.1
5074053526.2 8.1
3565519374.8 18.1
3724278871.3 12.0
3724118264.3 12.0
2387813894.9 6.1
5370362407.8 21.8
1034707507.6 14.1
3709123880.7 2.0
3720152281.8 12.7
3875435625.0 72.1
2607604837.7 14.2
3938086903.2 5,94133325487.6 7.8
3236502659.6 6.54449559109.8 7.3
5513958648.5 23.5
4596265998.3 30.1
3369020562.1 112.34001944883.5 23.9
3668626539.8 8.5
3668470522.6 2.53444884003.6 9,2
3723697642.7 13.1
5737236557.4 27.1
3806484345.9 8.4i
528
(continued)
1RJBI GJ.Ce positloas at Jmma--'y 1.5, 1992
]lame
NRAO 140
NRAO85 3
OCOTILLO
ONSALAT0
OVR 7853
OVRO 130
PBLOSSOH
PENTICTN
PIETOWN
PINFLATS
Monument
7204
7214
7270
7213
7853
7207
7254
7283
7234
7256
Z Error
(,--) (,-,,)
882880023.0 1.3
882325713.1 .5
-2335601180.9 18.0
3370606248.5 3.3
-2410421152,0 5.4
-2409500671,6 2.3
-2464070844.2 20.2
-2058840335.3 13.1
-1640953581.6 .9
-2368635843.1 11.5
1r Error
(--) (--)
-4924482330.1 4.3
-4925137993.8 1.6
-4832243979.8 35.3
711917368.1 2.0
-4477800384.3 10.2
-4478349517.6 5.1
-4649425604.9 37.7
-3621286377.3 20.3
-5014816007.3 2.6
-4761324770.1 22.3
Z ErEor
(m) (_,)
3944130605.8 3.6
3943397585.6 1.3
3434392621.7 25.8
5349830645.4 6.7
3838690235.2 8.5
3838603128.0 4.8
3593905608.7 28.3
4814420677.4 27.6
3575411855.8 2.3
3511116175.7 17.0
PLATTVIL
PRESIDIO
PRESIDIO
PTREYES
PVERDES
QUINCY
RICHMOND
ROBLED32
SANPAULA
SANTIA12
SEATTLE1
6ESHAN25
SEST
SHANGHAI
SINTOTU
SNDPOINT
SOURDOGH
80URDOGH
TITIJIHA
TROMSONO
7258
7252
7252 (1)
72517268
7221
7219
1561
7255
1404
7229
7227
7239
7226
7315
72807281
7281 (2)
7316
7602
-1240708085.0 4.1
-2707704791.2 12.3-2707704776.2 6.6
-2732333059.6 7.3
-2525452789.9 13.3
-2517230812.9 6.6
961258145.2 1.0
4848245382.7 51.9
-2554476656.5 13.9
1769693023.1 8.6
-2295347912.0 18.7
-2831686522.1 7.3
1838237926,8 9.4
-2847897880.6 109.9-3642141692.1 84.3
-3425461796.4 14.8-2419993397.6 23.6
-2419993387.5 12.4
-4489356469.0 112.5
2102904293.5 6.4
-4720454344.8 12.4
-4257609571.2 19.6-4257609554.6 10.3
-4217634725.3 11.2-4670035520.0 24.0
-4198595191.8 11.2
-5674090050.9 1.6
-360278302.5 10.2
-4608627222.8 24.6
-5044504438.7 16.1
-3638029442.7 81.8
4675733832.1 5.9
-5258699203.4 17.3
4659872740.8 97.6
2861496662.1 80.8
-1214669086.6 8.0
-1664228709.7 18.0
-1664228737.4 9.6
3482989652.1 124.5
721602434.7 4.7
4094481582.6 10.6
3888374087.8 17.43888374058.3 9.7
3914491086.3 10.83522886786.6 18.2
4076531189.2 10.6
2740533708.9 1.3
4114884438.2 47.2
3582138331.7 18.8
-3468435116.1 8.2
4693408617.8 84.0
3275327765.3 13.8
-3100588902.0 8.7
3283958700.8 88.7
4370361693.0 61.1
5223858175.1 22.4
5643538172.0 54.5
5643538230.6 28.4
2887931192.4 71.8
5958201255.8 14.2
TRYSILN0 7607
TSUKUBA 7311
USUDA64 7246
VERNAL 7290
VICTORIA 7289
VEDNBERG 7223
WESTFORD 7209 ref
WETTZELL 7224
WHTHORSE 7284
WHTHORSE 7284 (2)
2988029363.1 5.2
-3957172749.6 35.0
-3855355209.5 33.1
-1631473229.5 8.2
-2341310017.2 10.4
-2678094725.4 1.9
1492206737.6 .0
4075540129.4 3.4
-2215213460.9 49.1
-2215213574.7 25.7
655956979.6 2.4
3310237979.1 31.3
3427427664.6 28.2
-4589128897.9 20.7
-3539083835.0 15.7
-4525450661.0 4.0
-4458130533.2 .0
931735123.4 1.9
-2209261517.0 45.2
-2209261618.4 24.3
5578669005.3 9.9
3737708938.1 36.6
3740971286.7 38.7
4106759801.6 18.2
4745768282.8 20.1
3597410175.4 3.7
4296015458.0 .0
4801629286.9 6.8
5540292331.8 108.5
5540292517.2 57.9
YAKATAGA 7277
YAKATAGA 7277 (2)
YELLOW_ 7285
YLOW7296 7296
YUHA 7894
-2529744139.6 22.9
-2529744156.4 12.6
-1224124440.4 5.4
-1224399364.8 1.9-2196777850.5 10.6
-1942091285.1 18.7
-1942091239.5 10.5
-2689530619.8 11.5
-2689273203.2 3.1-4887337034.6 23.5
5505027905.2 47.7
5505027767.2 26.4
5633555236.1 23.9
5633620201.9 5.0
3448425153.2 16.6
Notes:
(1) Positions after the October 1989 LomaPrteta earthquake extrapolated to the site reference
epoch.
(2) Positions after the winter 1987-88 Gulf of Alaska earthquakes extrapolated to the site
reference epoch.
ref Reference statlon whlch defines the coordinate system orieln.
$.29
Table 5.15
_,BZ SJ.t,e posJ.t3.o_s at, 3mma_r 1.5, 1993
ALGOPARK
AUSTINTX
BERMUDA
BIXBUTTE
BLOOHIND
BREST
CARNUSTY
CARPJ_LGA
CHLBOLTN
DEADHANL
DSS15
DSS45
DSS65
EFLSBERG
ELY
FD-VLBA
FLAGSTAF
FORT ORD
FORTORDS
FORTORDS
FTD 7900
GILCREEK
GOLDVENU
GORF7102
GRASSE
RALEAKAL
RARTRAO
RATCREEK
HAYSTACK
HOBART26
Molzment_
7282
7271
7294
7269
7291
7604
7603
7228
7215
7267
7231
16421665
7203
7286
7613
7261
7266
7241
7241 (1)
7900
7225
1513
7102
7605
7120
7232
7218
7205
7242
X Er¢o¢
(am) (ram)
918034875.2 .9
-737793749.2 3.7
2307209550.6 8.3
-2306306894.9 21.0
302384504.5 21.7
4228877290.9 11.1
3526416552.9 15.4
453520676.4 9.2
4008310248.6 7.5
-2336819601.7 59.1
-2353538700.7 17.0
-4460935065.5 13.14849336856.1 13.6
4033947655.8 5.2-2077236252.8 10.7
-1324009034.6 5.3
-1923992617.3 11.4
-2697026760.2 17.3
-2699640252.6 12.8
-2699840228.7 8.6
-1324227888.0 3.6
-2281547097.1 2.3
-2351129067.0 2.6
1130686525.8 3.9
4581697853.4 13.0
-5465998414.9 14.0
5085442951.1 11.0
-2523969875.6 1.9
1492404862.4 .6
-3950238374.4 13.6
(,,--) (m)
-4346132255.8 2.9
-5459892248.5 16.1
-4874215883.8 27.9
-4787914407.9 43.0
-4941699052.5 47.5
-333104309.1 2.5
-171421218.7 3.9
-5300506777.5 34.2
-100650879.0 3.7
-4732586952.0 113.0
-4641649503.9 35.5
2682765843.8 14.4
-360488933.9 3.2
486990385.4 2.5
-4486712691.5 23.4
-5332181918.1 11.5
-4850854501.5 27.1
-4354393110.0 27.8
-4359126883.3 20.7
-4359126860.4 14.1
-5332063039.3 12.7
-1453645020.5 3.4
-4655477050.2 5.3
-4831353014.9 13.9
556125621.1 3.7
-2404408176.3 8.8
2668263408.0 11.3
-4123506329.9 4.2
-4457266540.8 1.3
2522347664.4 15.3
Z Erzo¢
(--) (m)
4561971082.4 2.9
3202990398.7 9.5
3394317867.6 19,1
3515736328.8 30.6
4007908418.7 37.1
4747180920.4 12.0
5294098775.5 20.9
3507207369.1 20.6
4943794708.5 9.8
3570329898.1 80.0
3676669920.4 38.5
-3674381417.2 14.14114748725.9 15.2
4900430700.2 8.2
4018753660.0 19.4
3231962394.0 8.3
3658589213.3 21.4
3788077662.4 23.9
3781051010.7 17.6
3781051048.7 12.3
3232022971.6 7.7
5756993138.1 6.0
3660956810.6 4.9
3994110827.9 10.9
4389351365.9 13.5
2242228560.2 9.0
-2768697122.0 10.7
4147752497.7 4.2
4298881693.3 1.3
-4311562725.5 15.0
HOWPNFRG
JPL HV1
KASHIM34
KASHIMA
KAUAI
KOD IAK
KI_,JA.L26
LA-VLBA
LEONRDOK
HAMHOTEL
MARCUS
MARPOINT
MATERA
MCD 7850
b_DICINA
METSHOVI
MILESMON
MIYAZAKI
MIZUSGSI
HOJ 7288
7600
7263
1857
1856
1311
7278
4968
76117292
7259
7310
7217
7243
7850
7230
7601
7038
7312
7314
7286
3778215075.6 6.0
-2493306013.6 15.3
-3997649117.5 6.4
-3997892136.8 6.7
-5543845913.3 1.8
-3026940094.4 16.0
-6143536224.1 30.4
-1449752255.5 .7
-522231534.0 3.7
-2448246716.5 54.6
-5227446455.1 15.4
1106629424.4 2.7
4641939135.1 7.6
-1330008096.4 2.8
4461370233.9 5.3
2890652971.8 15.6
-1204438957.2 9.2
-3582767736.1 109.2
-3862411729.0 43.1
-2356494048.8 5.8
698644654.5 2.4
-4655197416.7 28.0
3276690816.7 4.3
3276581323.4 4.4
-2054563784.6 5.6
-1575911753.9 10.1
1363997641.1 11.3
-4975298561.2 2.1
-5145676870.5 19.1
-4426738312.3 99.0
2551379570.5 9.0
-4882907206.8 8.7
1393002906.8 3.4
-5328391561.0 10.5
919596683.0 2.7
1310295237.5 7.1
-4239211093.5 30.1
4052034033.0 71.7
3105015109.5 17.4
-4646607660.7 11.3
5074053536.9 8.1
3565519394.8 21.2
3724278857.1 13.6
3724118250.1 13.7
2387813926.3 6.7
5370362396.0 27.4
1034707536.6 16.2
3709123873.9 2.03720152278.5 12.7
3875435814.6 82.3
2607604860.2 14.2
3938086906.1 7.1
4133325497.8 10.0
3236502653.2 6.6
4449559120.1 8.4
5513958654.4 23.5
4596265992.6 30.1
3369020549.0 112.3
4001944869.8 23.9
3668426529.7 8.6
MOJAVE12
MON PEAK
NOBEY 6H
NOME
NOTO
7222
7274
7244
7279
7547
-2356170927.9 .6
-2386289438.5 7.3
-3871168100.4 9.8
-2658150351.7 15.6
4934563364.6 8.4|
-4646755864.0 3.1
-4802346391.5 15.1
3428274057.3 8.7
-693821876.8 7.0
1321201141.2 4.0i
5.30
3668470512.5 2.8
3464884023.3 10.8
3723697629.0 13.1
5737236547.2 31.9
3806484356.9 10.2
(continued)
VI.BI Sltepositim_s at Jm_-_y 1.5, 1993
Nj
NRAO 140
NRAO85 3
OCOTILLO
ONSALA60
OVR 7853
OVRO 130
PBLOSSCH
PENTICTN
PIETOWN
P_NFLATS
PLATTVIL
PRESIDIO
PRESIDIO
PT REYES
FVERDES
QUINCY
RICHMOND
ROELED32
SANPAULA
SANTIA12
SEATTLE1
SESHAN25
SEST
SHANGHAI
SINTOTU
SNDPOINT
SOURDOGH
SOURDOGH
TITIJIMA
TROMSONO
Monument
7204
7214
7270
7213
7853
7207
7254
7283
7234
7256
X Erroz
(mm) (-,I)
882880007.3 1.4
882325697.4 .8
-2335601194.0 18.0
3370606232.7 3.9
-2410421167.2 5.5
-2409600686.8 2.6
-2464070858.5 23.5
-2058840354.0 15.6
-1640953595.9 1.2
Y Error
(m) (,,-,)
-4924482331.3 4.8
-4925137995.0 2.5
-4832243950.0 35.3
711917384.7 2.3
-4477800384.9 10.6
-4478349518.2 5.8
-4649425605.4 44.0
-3621286378.2 24.4
-5014816008.0 3.3
X Erzor
(--) (---)
3944130607.8 4.0
3943397567.6 2.1
3434392641.2 25.8
5369830653.1 7.6
8838690224.g 8.8
3838603117.7 5.4
3593905598.2 33.0
4814420668.7 33.0
3575411848.3 2.7
3511116195.3 20.2
7258
7252
7252 (1)
7251
7268
7221
7219
1561
7255
1404
7229
7227
7239
72267315
7280
7281
7281 (2)
7316
7602
-2369635975.1 13.6
-1240708081.2 4.9
-2707704806.5 14.9
-2707704791.6 8.3
-2732333083.8 9.2
-2525452820.8 16.8
-2517230828.9 8.0
961258133.9 1.0
4849245373.6 54.0
-2554476686.5 17.3
1769698024.0 8.6
-2295347930.3 25.7
-2831686545.8 8.9
1838237926.9 9.4
-2847697904.2 110.1-3642141708.1 84.3
-3425461816.3 19.2
-2419993419.1 27.5
-2419993409.0 16.2
-4489356454.9 112.5
2102904276.2 6.4
-4761324739.6 26.6
-4720454345.7 15.0
-4257609571.8 23.6
-4257609555.2 13.1
-4217634690.5 14.0
-4670035488.0 30.2
-4198595192.4 13.5
-5674090051.8 1.6
-360278282.3 10.5
-4608627190.5 30.7
-5044504444.1 16.1
-3638029443.6 137.0
4675733826.1 8.0
-5258699208.5 17.3
4659872734.8 98.02861496661.5 80.8
-1214669087.5 10.5
-1664228710.8 20.9
-1664228738.5 12.4
3482989669.1 124.5
721602447.8 4.7
4094481576.7 12.7
3888374076.5 20.9
3888374047.0 12.2
3914491106.8 13.4
8522886816.8 22.9
4076531178.6 12.8
2740533711.0 1.3
4114884450.7 49.9
3582138352.0 23.4-3468435107.8 9.2
4693408608.2 138.4
3275327753.4 16.1-3100588893.3 8.7
3283958688.9 89.24370361680.0 61.1
5223858151.9 28.9
5643536162.4 63.6
5643538221.0 37.1
2887931193.8 71.8
5958201260.3 14.2
TRYSILNO 7607
TSUKUBA 7311
USUDA64 7246
VERNAL 7290
VICTORIA 7289
%qTDNDERG 7223
WESTFORD 7209 ref
WETTZELL 7224
WHTHORSE 7284
WHTHORSE 7284 (2)
2988029347.0 5.2
-3957172763.1 42.1
-3855355230.2 33.1
-1631473245.7 10.4
-2341310035.6 10.4
-2678094754.4 2.3
1492206720.7 .0
4075540114.3 4.0
-2215213482.2 57.5
-2215213595.9 34.3
655956995.2 2.4
3310237978.8 37.6
3427427655.7 29.2
-4589128898.7 26.2
-3539083835.9 15.7
-4525450627.3 4.7
-4458130534.6 .0
931735141.8 2.3
-2209261518.1 53.1
-2209261619.5 32.3
5578669012.1 9.9
3737708924.0 43.8
3740971273.5 38.7
4106759794.2 22.9
4745768273.0 20.1
3597410196.2 4.2
4296015462.5 .0
4801629296.1 7.7
5540292322.8 127.6
5540292508.3 77.1
YAKATAGA 7277
YAKATAGA 7277 (2)
YELLOWKN 7285
YLOW7296 7296
7894
-2529744160.6 27.1
-2529744177.4 16.7
-1224124462.1 5.4
-1224399386.5 1.8
-2196777864.3 12.8
-lg42091286.1 22.1
-1942091240.6 13.9
-2689530621.1 11.5
-2689273204.4 3.1
-4887337035.2 28.2
5505027896.2 56.5
5505027757.2 35.0
5633555230.8 23.9
5633620196.6 5.0
3448425143.6 19.9
Rotes:
(I) Poslhions after the October 1989 Loma Prieta earthquake extrapolated to 5he site reference
epoch.
(2) Positions after the winter 1987-88 Gulf of Alaska earthquakes extrapolated to the site
reference epoch.
ref Reference station which defines the coordinate system origin.
5.31
Table 5.16
'W,t.BT S:J.t.e pos£t:Lo_ at; 3snuaz7 1.5. 1994
Ill
ALGOPARK
AUSTINTX
BERMUDA
8L_UTTE
BLO_WIND
BREST
CAR_SI'Y
CARROLGA
CHLBOLTN
D_
DSS15
DSS45
DSS65
KFLSBERG
ELY
FD-VLBA
FLAGSTAF
F(_T ORD
FORTORDS
FORTORDS
FTD 7900
GILCREEK
GOLDVENU
GORF7102GRASSE
HALEAKAL
HARTRAO
HATCREEKHAYSTACK
HOBART26
HOBENFRG
JPL MVl
KASHIM34
KASHIMA
KAUAI
KODIAK
KWAJAL26
LA-VLBA
LEOm%DOK
MAMMOTHL
MARCUS
MARPOINT
MATERA
MCD 7850
MEDICINA
METSHOVI
MILESMON
MIYAZAKI
HI ZUSGS I
MOJ 7288
MOJAVEI2
MON PEAK
NOBEY 6H
NaME
NOTO
Mmmme_t
7282
7271
7294
7269
7291
7604
7603
7228
7215
7267
7231
1642
1665
72037286
7613
7251
7266
7241
7241 (1)
7900
72251513
71027605
7120
7232
7218
7205
7242
X Erzoz
(m) (ram)
918034857.4 1.I
-737793762.1 3.7
2307209537.1 8.3
-2306306908.9 24.5
302384488.6 21.7
4228877280.1 11.1
3526416540.3 15.4
453520662.3 9.2
4008310236.6 7.5
-2336819615.9 69.7
-2353538715.2 20.8
-4460935102.7 16.3
4849336847.0 17.1
4033947642.0 5.9
-2077236268.6 12.8
-1324009047.7 5.3
-1923992631.9 13.3
-2697026786.5 20.0
-2699840278.9 15.3
-2899840255.0 11.3
-1324227901.0 3.6
-2281547119.0 2.6-2351129081.5 3.0
1130686610.0 5.4
4581697640.6 13.0
-5465998428.6 14.0
5085442949.2 13.3
Y Ezzor
(m) (m)
-4346132257.0 3.7
-5459892249.2 16.1
-4874215885.1 27.9
-4787914408.5 50.1
-4941699053.6 47.5
-333104290.3 2.5
-171421202.7 3.9
-5300505778.5 34.2
-100650860.8 3.7
-4732586952.6 133.6
-4641649504.5 43.5
2682765844.6 17.0
-360488913.7 3.8
486990403.7 2.9-4486712692.2 28.0
-5332181916.7 11.5
-4850854502.1 31.7
-4354393075.9 32.2
-4359126849.2 24.8
-4359126826.3 18.4
-5332063039.9 12.7
-1453645021.7 3.8-4655477050.8 6.0
-4831353016.1 19.5556125640.7 3.7
-2404408115.8 9.3
2668263431.4 12.9
Z E,lcroz
(m) (,,--)
4561971084.7 3.6
3202990394.5 9,5
3394317874.9 19.1
3515736318.8 35.6
4007908418.6 37.1
4747180931.3 12.05294098786.5 20.9
3507207369.4 20.64943794718.7 9.8
3570329888.0 94.4
3676669910.4 46.8
-3674381371.3 16.4
4114748738.4 18.8
4900430709.8 9.1
4018753651.0 23.2
3231962387.6 8.3
3658589204.7 24.9
3788077682.9 27.7
3781051031.2 21.1
3781051069.3 15.9
3232022965.2 7.7
5756993129.2 6.7
3660956800.5 5.5
3994110830.9 15.5
4389351376.8 13.5
2242228591.7 9.4
-2768697103.0 12.0
7600
7263
1857
1856
1311
72784968
76117292
7259
7310
7217
7243
7850
7230
7601
7038
7312
7314
7288
7222
7274
7244
7279
7547
-2523969891.8 2.31492404845.5 .7
-3950236414.1 17.3
3778215060.6 6.0
-2493306044.0 17.6
-3997649131.0 7.3
-3997892150.2 7.6
-5543845922.6 1.8
-3026940114.8 19.3
-6143536204.6 34.8
-1449752270.2 .7
-522231548.8 3.7
-2448246731.7 61.5
-5227446415.3 15.4
1106629406.8 3.1
4641939120.2 11.0
-1330008109.4 2.8
4461370219.7 6.4
2890652953.7 15.6
-1204438975.2 9.2
-3582767755.9 109.2
-3862411743.6 43.1
-2356494063.4 5.8
-4123506330.6 4.9-4457266542.2 1.5
2522347673.8 18.2
698644672.1 2.4
-4555197385.0 32,1
3278690816.4 4.9
3276581323.0 5.0
-2054563723.0 6.3
-1575911754.9 12.21363997706.8 12.8
-4975298561.9 2.1-5145676871.4 19.1
-4426738313.0 111.3
2551379629.1 9.0-4882907208.0 10.2
1393002926.3 4.6
-5328391561.6 10.5
919596702.3 3.2
1310295252.7 7.1
-4239211094.6 30.1
4052034024.7 71.7
3105015109.1 17.4
-4646607661.3 11.4
6147752487.2 4.9
4296881697.7 1.6
-4311562683.6 16.4
5074053543.7 8.1
3565519414.8 24.3
3724278842.9 15.3
3724118235.9 15.5
2387813957.6 7.2
5370362384.2 33.2
1034707565.5 18.4
3709123867.1 2.0
3720152275.2 12.7
3875435804.2 92.5
2607604882.6 14.2
3938086908.9 8.4
4133325508.0 12.9
3236502646.8 6.6
4449559130.3 9.7
5513958660.2 23.5
4596265987.0 30.1
3369020535.6 112.3
4001944856.1 23.9
3668426519.6 8.7
-2356170942.4 .7
-2386289471.2 8.5
-3871168113.8 9.8
-2658150373.4 18.24934563350.7 10.8
-4646755864.8 3.5
-4802346361.1 17.5
3428274056.9 8.7
-693821877.9 8.2
1321201161.3 5.0
3668470502.4 3.0
3444884043.0 12.63723697615.4 13.1
5737236537.0 36.9
3806484367.9 12.3
5.32
(continued.)
_2BI S£t_ posltio_s at JarfUL'7 1.5, 1994
_ame
NRAO 140
NRAO85 3
OCOTILLO
ONSAI_60
OVR 7853
OVRO 130
PBLOSSGH
PENTICTN
PIETOWR
PINFLATS
FLATTVIL
PRESIDIO
PRESIDIO
PT REYES
PVERDES
QUINCY
RICHMOND
ROBLED32
SANPAULA
SANTIAI2
SEATTLE1
SESHAR25
SEST
SHANGHAI
SINTOTU
SNDPOINT
SOURDOGH
SOURDOGH
TITIJIMA
TROHSONO
Monument
7204
7214
7270
7213
7853
7207
7254
7283
7234
7256
7258
7252
7252 (1)
7251
7268
X Error
(,--) (-,-)
882879991.7 1.5
882325681.8 1.2
-2335601227.0 18.0
3370606217.0 4.5
-2410421182.4 5.7
-2409600702.0 2.9-2464070872.7 26.9
-2058840372.7 18.3
-1640953610.1 1.5
-2369636006.9 15.8
-1240708097.3 5.8
-2707704621.8 17.4
-2707704806.9 10.4
-2732333108.0 11.1
Y Y,rro¢
(m) (--,.)
-4924482332.5 5.4
-4925137996.2 3.6
-4632243920.2 35.3
711917401.3 2.7
-4477800385.5 11.0
-4478349518.8 6.5
-4649425606.0 50.2
-3621286379.1 28.8
-5014816008.6 4.0
-4761324709.5 30.9
-4720454346.6 17.6
-4257609572.4 27.6
-4257609555.8 16.5
-4217634655.8 16.9
Z Error
(---) (--)
3944130609.8 4.4
3943397589.6 2.9
3434392660.7 25.8
5349830660.8 8.5
3838690214.7 9.2
3838603107.5 6.03593905587.7 37.6
4814420660.0 38.6
3575411840.8 3.2
3511116214.8 23.4
4094481570.6 14.9
3888374065.2 24.5
3888374035.7 15,1
3914491127.3 16.2
3522886837.0 27.7
7221
7219
1561
7255
1404
7229
7227
7239
7226
7315
7280
7281
7281 (2)
7316
7602
-2525452851.7 20.4
-2517230645.0 9.4
961258122.7 1.0
4849245364.5 56.3
-2554476718.4 20.7
1769693026.9 8.6
-2295347948.5 33.2
-2831686569.3 10.7
1838237927.0 9.4
-2847697927.8 110.4
-3642141724.0 84.3
-3425461836.1 23.6
-2419993440.6 31.4
-2419993430.5 20.0
-4489356440.9 112.5
2102904258.9 6.4
-4670035456.1 35.7
-4198595193.1 15.9
-5674090052.7 1.6
-360278262.1 11.0
-4608627158.2 36.9
-5044504449.5 16.1
-3638029444.5 192.5
4675733820.2 10.3
-5258699213.5 17.3
4659872728.8 98.4
2861496661.0 80.8
-1214669088.3 13.0
-1664228711.9 23.9
-1664228739.6 15.3
3482989686.2 124.5
721602460.9 4.7
4076531168.0 15.0
2740533713.1 1.3
4114884463.2 52.7
3582138372.2 28,1
-3468435099.5 9.2
4693408598.6 193.4
3275327741.5 18.8
-3100588884.7 8.7
3283958677.0 89.9
4370361667.1 61,1
5223858148.7 35.6
5643538152.9 72.6
5643538211.5 46.0
2887931195.2 71.8
5958201264.8 14.2
TRYSILNO 7607
TSUKITBA 7311
USUDA64 7246
VER._AL 7290VICTORIA 7289
VNDNBERG 7223
WESTFORD 7209 ref
WETTZELL 7224
W_TBORSE 7284
WHTHORSE 7284 (2)
2988029330.9 5.2
-3957172776.7 49.3
-3855355250.8 33.1
-1631473261.9 12.6
-2341310054.0 10.4
-2678094783.4 2.7
1492206703.8 .O
4075540099.2 4.6
-2215213503.4 65.8
-2215213617.1 42.8
655957010.8 2.4
3310237978.4 43.9
3427427646.8 29.2
-4589128899.5 31.8
-3539083836.8 15.7
-4525450593.7 5.5
-4458130536.0 .0
931735160.1 2.6
-2209261519.2 61.1
-2209261520.6 40.3
5578669018.9 9.9
3737708910.0 51.0
3740971260.3 38.7
4106759786.9 27.7
4745768263.3 20.1
3597410216.9 4.8
4296015466.9 .0
4801629305.4 8.5
5540292313.9 146.7
5540292499.4 96.3
YAKATAGA 7277
YAKATAGA 7277 (Z)
YELLOWE_ 7285
YL(3'17296 7296
Y_ 7894
-2529744181.6 31.3
-2529744198.4 20.9
-1224124483.7 5.4
-1224399408.1 1.9
-2196777878.1 14.9
-1942091287.2 25.6
-1942091241.6 17.3
-2689530622.4 11.5
-2689273205.8 3.1
-4887337035.7 33.0
5505027886.1 65.4
5505027747.2 43.7
5633555225.5 23.9
5633620191.3 5.0
3448425134.1 23.2
Notes:
(i) Positions after the Ocbober 1989 Loma Prieta eacthquake extrapolated to the site reference
epoch.
(2) Positions after the winter 1987-88 Gulf of Alaska earthquakes extrapolated to the site
reference epoch.
ref Reference station which defines the coordinate system origin.
533
Table 5.17
VLBI Site posltAans at Jamuary 1.5, 1995
Ii
ALGOPAR.K
AUSTTNTX
BERMUDA
BLI_UTTE
B_t40
BREST
CAR.IqUSTY
CARROLGA
CHLBOLTN
DEA.DHANL
DSS15
DSS45
DSS65
EFLSBERG
ELY
FD-VLBA
FLAGSTAF
FORT ORD
FORTORDS
FORTORDS
FTD 7900
GILCREEK
GOLDVENU
GORF7102
GRASSE
HALEAKAL
HARTRAO
HATCREEK
HAYSTACK
HOBART26
[qk_mmmt
7282
7271
7294
7269
7291
7604
7603
7228
7215
7267
7231
1642
1665
7203
7286
7613
7261
7266
7241
7241 (1)
7900
7225
1513
7102
7605
7120
7232
7218
7205
7242
X
(am) (m)
918034839.5 1.4
-737793775.0 3.7
2307209523.5 8.3
-2306306922.9 28.0
302384472.7 21.7
4228877269.3 11.1
3526416527.6 15.4
453520648.3 9.2
4008310224.8 7.5
-2336819630.1 80.4
-2353538729.8 24.7
-4480935140.0 19.8
4849336837.9 20.6
4033947628.1 6.6
-2077236284.5 14.9
-1324009060.7 5.3
-1923992646.4 15.3
-2697026812.7 22.8
-2699840305.2 18.0
-2699840281.3 14.0
-1324227914.1 3.6
-2281547140.9 2.9
-2351129096.1 3.4
1130686594.2 7.1
4581697827.8 13.0
-5465998442.3 14.0
5085442947.2 15.7
-2523969908.1 2.7
1492404828.6 .8
-3950236453.7 21.2
T E_-or
(m) (m)
-4346132258.3 4.6
-5459892249.9 16.1
-4874215886.4 27.9
-4787914409.0 57.3
-4941699054.7 47.5
-333104271.5 2.5
-171421165.6 3.9
-5300506779.5 34.2
-100650842.5 3.7
-4732586953.1 154.1
-4641649505.1 51.5
2682765845.5 19.7
-360488893.6 4.5
486990422.0 3.3
-4486712692.9 32.6
-5332181919.3 11.5
-4850854502.8 36.4
-4354393041.8 35.7
-4359128815.0 29.1
-4359126792.2 22.7
-5332053040.6 12.7
-1453645022.8 4.3
-4655477051.4 6.8
-4831353017.4 25.4
556125660.3 3.7
-2404408055.3 9.8
2668263454.8 14.5
-4123506331.3 5.6
-4457266543.6 1.8
2522347683.2 21.3
Z En-oz
(mm) (,,,m)
4561971087.0 4.4
3202990390.2 9.5
3394317882.3 19.1
3515736308.9 40.7
4007908418.4 37.1
4747180942.3 12.0
5294093793.5 20.9
3507207369.7 20.6
4943794728.8 9.8
3570329878.0 108.8
3678669900.3 55.1
-3674381325.5 18.8
4116748750.9 22.5
4900430719,4 10.1
4018753642.0 27.1
3231962381.2 8.3
3658589196.2 28.5
3788077703.5 31.5
3781051051.8 24.8
3781051089.8 19.6
3232022958.8 7.7
5756993120.2 7.4
3660956790.5 6.1
3994110833.9 20.2
4389351387.7 13.5
2242228623.1 9.9
-2768697084.1 13.4
4147752476.6 5.5
4296881702.1 1.9
-4311562641.8 21.9
HOHENFRG
JPL MVI
KASHIM34
KASHIMA
KAUAI
KODIAK
k"HAJAL26
LA-VLBA
LEONRDOK
HAZ4_THL
MARCUS
MARPOINT
HATERA
MCD 7850
MEDICINA
METSHOVI
HILESMON
MIYAZAKI
HIZUSGSI
H0J 7288
HOJAVE12
M0N PEAK
NOBEY 6/'I
NOHE
NOTO
7600
7263
1857
1856
1311
7278
4968
7611
7292
7259
7310
7217
7243
7850
7230
7601
7036
7312
7314
7288
7222
7274
7244
727g
7547
3778215045.7 6.0
-2493306074.5 19.8
-3997649164.4 8.2
-3997892163.7 8.5
-5543845931,9 1,8
-3026940135.3 22.7
-6143536165.2 39.2
-1449752285.0 .7
-522231563.6 3.7
-2448246747.0 68.3
-5227446375.5 15.4
1106629393.2 3.8
4641939105.2 14.7
-1330008122.5 2.8
4661370205.6 7.6
2890652935.6 15.6
-1204438993.2 9.2
-3582767777.7 109.2
-3862411758.1 43.1
-2356494077.9 5.8
-2356170957.0 .8
-2386289503.8 9.6
-3871168127.3 9.8
-2658150395.1 20.9
4934563336.8 13.3
698644689.8 2.4
-4655197353.4 36.3
3276690818.1 5.4
3276581322.7 5.6-2054563661.5 7.0
-1575911755.8 14.4
1363997772.5 14.4
-4975298562.7 2.1
-5145678872.3 19.1
-4426738313.6 123.7
2551379687.7 9.0
-4882907209.2 11.8
1393002945.9 5.9
-5328391562.2 10.5
919596721.5 3.8
1310295267.9 7.1
-4239211095.6 30.1
4052034016.4 71.7
3105015108.6 17.4
-4546607661.9 11.6
-4646755865.2 4.0
-4802348330.8 20.0
3428274056.5 8.7
-693821679.0 9.3
1321201181.5 6.0
5074053552.4 8.1
3565519434.8 27.4
3724278828.8 17.0
3724118221.8 17.2
2387813988.9 7.8
5370362372.4 39.0
1034707594.5 20.6
3709123860.4 2.0
3720152271.8 12.7
3875435793.9 102.7
2607604905.1 14.2
3938086911.8 9.7
4133325518.2 16.0
3236502640.4 6.6
4449559140.5 11.0
5513958666.1 23.5
4596265981.3 30.1
3369020522.7 112.3
4001944842.4 23.9
3668426509.5 8.8
3668470492.3 3.3
3444884062.7 14.3
3723697601.7 13.1
5737236526.8 42.0
3806486378.9 14.5
$.34
(continued)
_..BI S_teposttio_s at 3mma---7 1.5, 1995
_m
NRAO 140
NRAO85 3
OCOTILLO
ONSALA60
OVR 7853
OVRO 130
PBLOSSOH
PENTICTN
PIETOWN
PINFLATS
Mo_alsmnt
7204
7214
7270
7213
7853
7207
7254
7283
7234
7256
X Error
(m) (=-)
882879976.0 1.7
882325666.2 1.5
-2335601259.9 18.0
3370606201.3 5.0
-2410421197.6 5.8
-2409600717.1 3.3
-2464070887.0 30.3
-2058840391.4 21.0
-1640953624.4 1.8
-2369636038.8 18.0
T Error
(m) (--,)
-4924482333.7 5.9
-4925137997.4 4.7
-4832243890.4 35.3
711917417.9 3.0
-4477800386.1 11.4
-4478349519.4 7.3
-4649425606.5 56.5
-3621286380.1 33.3
-5014816009.3 4.8
-4761324679.3 35.2
Z Error
(--,) (,--)
3944130611.9 4.9
3943397591.6 3.8
3434392680.1 25.8
5349830668.5 9.4
3838690204.4 9.6
3838603097.2 6.8
3593905577.2 42.4
4814420651.3 44.5
3575411833.3 3.8
3511116234.3 26.7
PLATTVIL
PRESIDIO
PRESIDIO
PT REYES
PVEPJ_ES
QUINCY
RICBMOND
ROBLED32
SANPAULA
SANTIAI2
SEATTLEI
SESHAN25
SEST
SHANGHAI
SINTOTU
SNDPOINT
SOURDOGH
SOURDOG5
TITIJIMA
TRGHSONO
7258
7252
7252 (1)
7251
7268
72217219
1561
7255
1404
7229
7227
7239
7226
7315
7280
7281
7281 (2)7316
7602
TRYSILNO 7607
TSUKUBA 7311
USUDA64 7246
VERNAL 7290
VICTORIA 7289
VNDNBERG 7223
WESTFORD 7209 ref
WETTZELL 7224
WHTBORSE 7284
WHTBORSE 7284 (2)
-1240708113.5 6.6
-2707704837.2 20.0
-2707704822.2 12.7
-2732333132.1 13.1
-2525452882.5 24.1
-2517230861.0 10.9
961258111.5 1.0
4849245355,4 58.7
-2554476746.3 24.2
1769693025.8 6.6
-2295347966.7 40.8
-2831686592.9 12.6
1838237927.1 9.4
-2847697951.3 110.7
-3642141740.0 84.3
-3425461856.0 28.2
-2419993462.1 35.4
-2419993452.0 23.9
-4489356426.8 112.5
2102904241.7 6.4
2988029314.8 5.2
-3957172790.2 56.5
-3855355271.5 33.1
-1631473278.1 14.9
-2341310072.4 10.4
-2678094812.4 3.1
1492206686.9 .0
4075540084.1 5.2
-2215213524.5 74.3
-2215213638.3 51.3
-4720454347.5 20.2
-4257609573.0 31.7
-4257609556.4 20.2
-4217634621.2 19.9
-4670035424.2 43.2
-4198595193.8 18.3-5674090053.6 1.6
-360278241.9 11.4-4608627125.9 43.2
-5044504454.9 16.1
-3638029445.3 248.1
4675733814.2 12.6
-5258699218.6 17.3
4659872722.8 98.9
2861496660.4 80.8
-1214669089.1 15.6
-1664228713.0 26.8
-1664228740.7 18.3
3482989703.2 124.5
721602473.9 4.7
655957026.4 2.4
3310237978.1 50.3
3427427638.0 29.2
-4589128900.3 37.5
-3539083837.6 15.7
-4525450560.1 6.3
-4458130537.4 .0
931735178.5 3.0
-2209261520.3 69.1
-2209261621.7 48.3
4094481564.8 17.1
3888374053.9 28.2
3888374024.4 18.4
3914491147.8 19.0
3522886857.2 32.6
4076531157.4 17.2
2740533715.2 1.4
4114884475.7 55.6
3562138392.4 32.8
-3468435091.2 9.2
4693408589.0 248.8
3275327729.6 21.2
-3100588876.1 8.7
3283958665.0 90.6
4370361654.1 61.1
5223858135.5 42.4
5643538143.3 81.7
5643538201.9 55.0
2887931196.6 71.8
5958201269.3 14.2
5578669025.7 9.9
3737708896.0 58.3
3740971247.1 38.7
4106759779.5 32.6
4745768253.5 20.1
3597410237.6 5.4
4296015471.3 .0
4801629314.6 9.4
5540292305.0 165.9
5540292490.5 115.6
YAKATAGA 7277
YAKATAGA 7277 (2)YELLOWKN 7285
YLOW7296 7296YUHA 7894
-2529744202.6 35.6
-2529744219.5 25.1
-1224124505.3 5.4
-122439g429.7 1.9
-2196777891.8 17.1
-1942091288.2 29.1
-1942091242.7 20.7
-2689530623.7 11.5
-2889273207.0 3.1
-4887337036.3 37.7
5505027876.1 74.3
5505027737.1 52.5
5633555220.2 23.9
5633620186.0 5.0
3448425124.5 26.6
Notes:
(1) Positions after the October 1989 Loma Priers eerthqu_e extrapolated tot he site reference
epoch.(2) Positions after the winter 1987-88 Gulf of Alaska earthquakes extrapolated to the site
reference epoch.ref Reference station which defines the coordinate system orisin.
535
6.0 Baseline Statistics Summaries firom GLB868
Table 6.1 presents information about the mean lengths of the baselines. 'num obs' is the number of observing
sessions. The span in decimal years extends from the earliest to the most recent session included in this report.
The mean value is the weighted mean and the formal error of the mean is its one-sigma standard statistical error.
The weighted rms and the reduced X 2 of the fit to the mean are given in the last two columns.
Table 6.2 presents information about the rates of change (slope) of baseline length for those baselines in Table
6.1 for which there were at least five observations spanning at least two years. The rate of change was computed
from a weighted linear fit to the individual session values and the formal errors are 1-a standard statistical errorsscaled by the reduced X 2 of the linear fit. The weighted rms and reduced X 2 of the fit to the line are given in
columns four and five. The 'epoch value' is the estimated baseline length for January 1, 1988 from the linear
fit. The correlation given is the correlation of the error of the slope to the error of the epoch value.
Tables 6.3 and 6.4 contain the statistics of the transverse and vertical baseline components. Neither table gives
mean values, epoch values, or correlations since the transverse and vertical values have arbitrary zero points.
The other columns are calculated and weighted as in Tables 6.1 and 6.2.
: I'" "'"'' ....... I ........... t ........... I ..... " ..... I ...... '''''1"''''''''''1 ........... I '_ ......... 1''"
C'4 "
d(2? "_.D -I,D
P_ O -
O'_ _
..C O
E3 lJ ...... iLl_L_ .......... I ........... I ........... I,,,,,, ..... I ........... I ........... I ........... I,, ,
Observed Rote = -19.1 ±.3.8 mm/yr G Wrms of fit = 22.8 mm Reduced Chi square = 1.97NUVEL model rote = -22.4 mm/yr Weighted mean length = 6719676597.2 mm
1984.5
o0
B
E
m I
1985 1985.5 1986 1986.5 1987 1987.5 1988 1988.5
_1 ........... I ........... I '+' ........ I ........... I ........... I ........... I ....... 1'''1 ........... "1'' '
ill .......... I ........... I ........... I ..... " ..... 1 ........... t ......... I ' t .... I ' ' [ 1 t [ I } * ......... I ' J I
Observed Rote = 91.6 ± 6.3 mm/yr Wrms of fit = 38.5 mm Reduced Chi square = t.99
NUVEL model rote = 8.3.9 mm/yr
1984.5
..° I'_ 04
> o
C
m c,4+- I
1985 1985.5 1986 1986.5 1987 1987.5 1988 1988.5
........... I ....... +'''1 'v' ........ I "'1 ..... '"' ' I ...... "''''1 .... ' ...... I ........... 1'''''" ..... I'''
I
_ I i , ,,,,l,l,, I ........... 1 ........... I ......... i i I I i i i i i 4 i i i i E ........... I ........... I ........... 1, ,,
Observed Rote = 28.6 ± 10.6 mm/yr Wrms of fit = 64..3 mm Reduced Chi square = 2.07
NUVEL model rate = 8.9 mm/yr _ '7.0
7.0 Baseline Evolution fi'om GLB868
Plots 7.2 through 7.201 present the observed variation of the baseline components over the period of the
observations for those baselines with at least five observations spanning a minimum of two years. The transverseand vertical components are shown as offsets from their mean values. See the text for the def'mition and
interpretation of the transverse and vertical components. An example plot appears on the facing page. The
notes below are provided to clarify the interpretation of the plots.
1 -- Baseline length in kilometers2 -- Baseline name
3 -- Number of sessions induding observations on this baseline
4 -- Dashed line indicates slope predicted by NUVEL plate motion model assuming sites occupy plates indicatedin Table 1.2.
5 -- Line of best fit by least squares
6 - Baseline component statistics7 - Observed value in millimeters with 1-a standard statistical error bar
8 -- Baseline length with arbitrary offset subtracted, standard scales span 200, 400, 800 or 1200 mm
9 - Baseline component with mean subtracted (transverse and vertical), standard scales span 200, 400, 800 or1200 mm
10 - Plot number (same as page number)
Tables 7.202 through 7.557 present the length, transverse, and vertical baseline evolution information with their
residual from the mean value and respective one-sigma standard statistical errors for those baselines which were
observed in fewer than five sessions or over a time span of less than two years. Unlike tables 6.3 and 6.4 the
transverse and vertical components are included so that the user may make comparisons between sessions.
The machine-readable version contains all the data plotted and tabulated in section 7.
7.1
Vector baseline plots for ALGOPARK-GILCREEK
0
E_E
c5
Ob
I
c-
J I
¢-
_D
I
Baseline length = 4476 kilometers Number of sessions = 27
1985 1986 1987 1988 1989 1990 1991''''1 ........... I''' .... ''''1 ......... ''1 ........... I ........... I ........... I ........
.................. --41----#
.... I ........... I i i i I I i i i , i i I i ........ I , I , i i , , i , i , i i I i , , ........ I , , , , , , , , , , , I ..... i i
Observed Rate = .3.3 ± .8 mm/yr Wrms of fit -- 8.5 mm Reduced Ch[ square = 1.76
NUVEL model rate = .0 mm/yr Weighted mean length = 4475699384.8 mm
EoE_
0¢-
2t--
_J.E 0
om
o0
1
oo
EE
v 0-6(J
_J> 0
0
0113
r'n 0C)c'4
I
0 1985 1986 1987 1988 1989 1990 1991C)_ .... I ........ ' ' ' I ........... I ' ..... ' .... I ' ' ' ........ I ........... I ........... I ...... _ '
.... I ..... i I , i J , I i i , , , i ..... t , , , , , , , , , , , I ....... i i i i } i , i t i , I _ , , , I ....... , i i i I , i , i , ,
Observed Rate = -5.9 + .6 mm/yr Wrms of fit = 6.2 mm Reduced Chi square = 2.14
NUVEL madel rate = -7.4 mm/yr
1985 1986 1987 1988 1989 t990 1991.... I ........... 1 ........... I ........... ] ........... 1 ........... I ........... I .......
.... I ..... ,, , ,, ,I , , , , , , ..... I , i L i I i i i , L i I , i , I ...... I I I i i , , i , , , , , I ..... , , , , , , I ..... i i
Observed Rate = 12.9 + 2.5 mm/yr Wrms of fit = 25.0 mm Reduced Chi square = 2.06NUVEL model rate = 9.4 mm/yr
7.2
Vector baseline plots for ALOOPARK-MOJAVE12
E
d
0
t-3 0
I
c I
_J
¢1
mo
o3
Baseline length = 34-07 kilometers Number of sessions = 29
1986 1987 1988 1989 1990 1991
• , , , , i ........... ' I ........... i ........... i ........... i ........... i _ , , , _ , ,
Observed Rote = -2,3 + 1.5 mm/yr Wrms of fit = 8,5 mm Reduced Chi square = 2.66
NUVEL model rote = .0 mm/yr Weighted meon length = ..3407219023.3 mm
o
EEo
"-"0,4
m Oc
b--
_ 0
"-=- Iii)
m 0
I
Ev
>
c
1986 1987 1988 t 989 1990 1991
Observed Rote = :3.1 ± .9 mm/yr Wrms of fit = 5.5 mm Reduced Chi square = 2.,.34
NUVEL model rote = -8.9 mm/yr
0 1986 1987 1988 1989 1990 19910 ''''1'' ......... ]' ..... '''''1'' ....... "'1 ........... I ........... I .......
00¢'4
I
, , , , I , , , , , , , , , , , I , , , ..... , , , I .... , , * .... I I t I I I I I , J , i I I , I J , , I I , , , I , , , l , , ,
Observed Rote = 17.6 ± 4.6 mm/yr Wrms of fit = 23.1 mm Reduced Chi square = 1.92
NUVEL model rate = 9.3 mm/yr
7.3
Vector baseline prots for ALOOPARK-PENTICTN
0t--.0
E _E
d
O,4
p.,,0r_ 0
t
c-
Q)C
m _I
Baseline length = 3074 kilometers Number of sessions = 6
1985 1986 1987 1988 1989 1990.... I ........... I ........... I ........... f ........... J ........... I .......
.... I , , , I i i i i i J I I , , , , , ...... I f i i t i i i i i i i I , i i r i , j i j i , I .... i I _ i i i , i ...... I
Observed Rate = 6.9 + 3.g mm/yr Wrms of fit = 20.2 mm Reduced Chi square = 2.64
NUVEL model rote = .0 mm/yr Weighted mean length = 3074234617.8 mm
EE o
>0
¢-
.E 0
cn I
m
00
T
00
EE
0
(JL.=
> 00
o
m 00
i
0 1985 1986 1987 1988 1989 19900 .... I ........... I ........... I ' ' ; ; .... ; ' ' I ........... I ........... f .......
m
.... I i i i i i i i i i I , I i , i , , ...... I I I I I I I r I I I i I i i i I i i i i i i i I , , , , , , , , , , , I . , i I i I i
Observed Rote = -3.7 + 1.7 mm/yr Wrms of fit = 9.0 mm Reduced Chi square = 2.93
NUVEL model rate = -7.0 mm/yr
1985 1986 1987 1988 1989 1990.... I ........... I ......... ''1 ........... I ..... ' ..... I ....... ''''1 .......
Observed Rote = -12.2 + 9.9 mm/yr Wrms of fit = 49.5 mm Reduced Chi square = 1.29
NUVEL model rote = 8.5 mm/yr
7.4
Vector bosetine ptots for ALGOPARK-WESTFORD
A
EE?
v
dO4
CN-¢
I
c-
J
m
Baseline length = 643 kilometers Number of sessions = 29
1985 1986 1987 1988 1989 1990 1991
• ' ' ' ' I _ .......... I ........... I ........... I ........... I ' ' ' ........ I ..... _ .... ' ] ' ' ' _ ' ' '
Observed Rate = -.7 4- .5 mm/yr Wrms of fit = 4.0 mm Reduced Chi square = 2.17
NUVEL model rate = .0 mm/yr Weighted mean length = 642611524.6 mm
0
EEo
"J C'4
(1)
Q>m 0
ffl 0
I
oo
EgE
v
-5_J
_o
>
r-
0) 0
00
E
1985 1986 1987 1988 1989 1990 1991
Observed Rote = -2.,_ + .7 mm/yr Wrms of fit = 5.4 mm Reduced Chi square = 4.38
NUVEL model rote -- -1.6 mm/yr
1985 1986 1987 1988 1989 1990 1991
Observed Rate = 1.1 :1:2,4 mm/yr
NUVEL model rate = -1.7 mm/yr
Wrms of fit = 19.8 mm Reduced Chi square = 2.31
7.5
Vector boseline plots for BLKBUTq-E-HRAS 085
(:3r-. L,-3EE
v
c5
SoO
II
t-
O
mI
Baseline length = 1158 kilometers Number of sessions = 5
1984 1985 1986 1987 1988' ' I ........... I ........... t ........... I ........... I .........
-----t.
, I , k , , ....... i i i i i _ i i i k , , I , , ........ i I i i i i I i i I i i i I , , , , .... i
Observed Rote = 5.5 :i: 2.9 mm/yr Wrms of fit = 5.9 mm Reduced Chi squore = 2.20
NUVEL model rote = .0 mm/yr Weighted moon length = 1158018147.0 mm
oxt
E
Eov
>¢n 0
F-
(u 0c- (N
:= IeD5913
m 0
I
00('4
EE
v0
-6(J
> 0
:= I
coo
rn 00
I
1984 1985 1986 1987 1988-' ' I ........... I ........... I ........... i ........... I .........
, I , , ........ I L I I I I I I I I I 1 1 L * I , 1 , , , .... I I I I I i I , I , i ' ] ' ' .... I I I
Observed Rote = -3.4 + 2.9 mm/yr Wrms of fit = 5.9 mm Reduced Ch[ squore = 1.52
NUVEL model rote = -3..3 mm/yr
1984 1985 1986 1987 1988
Observed Rote = -12.3 + 16.9 mm/yr
NUVEL model rote = -1.7 mm/yr
Wrms of fit = 34.2 mm Reduced Chi squore = 1.61
7.6
i i
Vector baseline plots for BLKBUTTE-MOJAVE12
00
EE
v
ojo0o00_3(13_3
0
I
Baseline length = 214 kilometers Number of sessions = 12
1984 1985 1986 1987 1988' ' I ......... ' ' I ' ' ......... I ........... I ........... I ..........
t
J I
£f_ _ i .... , , , * i i i L I ...... , , , i L i i I i i i I i i i i i i L I
[ Observed Rote = 2.5 4- 1.9 mm/yr Wrms of fit = 6.9 mm Reduced Chi square = 2.11
NUVEL model rate = .0 mm/yr Weighted mean length = 213868853.3 mm
0
EEo_-" t'q
>m 0
g
_ 0E C'4"-=-- i
0r'_ 0
I
1984 1985 1986 1987 1988.' ' I ...... ' .... I ........... I ........... I ........... i ..........
Observed Rote = 3.5 4- .7 mm/yr
NUVEL model rote = -.6 mm/yr
Wrms of fit = 2.9 mm Reduced Chi square = .64
Observed Rate = -7.6 4- 11.9 mm/yr
NUVEL model rate = -.1 mm/yr
Wrms of fit = 44.9 mm Reduced Chi square = 1.66
7.7
Vector bosel[ne plots for BLKBUTTE-VNDNBERG
00
"-'-04EE
v
c,O
I
£
wooI
c-
(a o
Baseline length = 462 k[10meters Number of sessions = 12
1984 1985 1986 1987 1988' ' I ........... I ........... I ........... ] ........... E ' ' ' ' ' ' ' ' '
t Observed Rote = 27.7 + 2.2 mm/yr Wrms of fit = 7.1 mm Reduced Chi squore = 2.60
NUVEL model rote = 36.9 mm/yr Weighted mean length = 462,367691.2 mm
(:3
o
A
EE
60
Cq
I
OO
,,-_ CN
EE
v
>
o°O
m
00
I
1984 1985 t986 1987 1988.' ' ] ........... I ........... I ........... I ........... I ..........
Observed Rote = 26.0 .t: 1.6 mm/yr Wrms of fit = 5.8 mm Reduced Chi squore = 1.15
NUVEL model rote = 31.2 mm/yr
1984 1985 t986 1987 1988"' ' I ........... t ..... ' ..... I ....... _ ' ' ' I ........ ' ' ' I .........
+ + +
, , I ........... I ..... , , , L , t I , , , , , , , , , , , I ........... i A L , , , , , , ,
Observed Rote = 5.5 + 15.3 mm/yr Wrms of fit = 53.1 mm Reduced Chi squore = 2.01
NUVEL model rote = 1.9 mm/yr
7.8
Vector baseline plots for DEADMANL-MOJAVE12
00
EE
v
r__3000
I
c-
c_
I
c
{n (:Do 0
mI
Baseline length = 132 kilometers Number of sessions = 5
1984.5 1985 1985.5 1986 1986.5 1987 1987.5 1988......... I ........... I _ .......... I ........... I ..... ' ..... I ........... I ........... I ........... f _ ''
Observed Rate = 4.4 4-8.8 mm/yr Wrms of fit = 12.4 mm Reduced Chi square = 4.85
NUVEL model rate = .0 mm/yr Weighted mean length = 1.51806789.1 mm
EoE_
v
(D
ca>
c
.E 0
om
00
¥
0 1984.5 1985 1985.5 1986 1986.5 1987 1987.5 t988
00c'4
EEo
v
_J
_- 0
0j 1e-
l
Observed Rate = 5.9 :1:4.1 mm/yr Wrm$ af fit = 5.2 mm Reduced Chi square = 1.61
Boseline length = 400 kilometers Number of sessions --- 5
1984.5 1985 1985.5 1986 1986.5 1987 1987.5 1988
' ........ I ' '_' ....... I ........... I ........... I ........... I ........... I '_ .... _; ' ' '1 ........... I' ''
i i i i i i i i , I ........... I i , , , ..... , , I ......... , , I ........ ,, ,I ,,,, .... ,,,I ........... J , i i i i i i i , i i I , ] i
Observed Rote = 33.8 _-t: 11.4 mm/yr Wrms of fit = 17.2 mm Reduced Chi squore = 5.44
NUVEL model rote = 32.4 mm//yr Weighted meon length = 400134210.7 mm
o 1984.5 1985 1985.5 1986 1986.5 1987 1987.5 1988
0 T T ' ...... 1 .......... ' ] ........... I ........... ] ........... I ........... I ........... I ........... f'''
E _ .._
i°
JObserved Rote = 29.7 + 7.9 mm/yr Wrms of fit = 11.3 mm Reduced Chi square = 1.75
NUVEL model rote = .35.8 mm/yr
00
EEo
v
-6
1984.5 1985 1985.5 1986 1986,5 1987 1987.5 1988......... I ........... I ........... I ....... 'I''1 ........... I ........... I ...... _ .... I ........... I'''
I
m _t-I
Observed Rote = 99.4 + 24.2 mm/yr Wrms of fit = 29.6 mm Reduced Chi squore= .51
NUVEL model rote = 1.6 mm/yr
7.10
Vector baseline plots for DSS45 -GILCREEK
Baseline length = 10527 kilometers Number of sessions = 13
o988.5 1989 1989.5 1990 1990.5 1991 1991.5' .......... I ........... I ....... ' ' ' ' I ' r , ........ I ........... I ........... I .....
EGE
v
LO_D
_004
0 0
Tr-
c 0
c
IObserved Rote = -59.2 -J- 7.5 mm/yr Wrms of fit = 24.1 mm Reduced Chi squore = 2.43
NUVEL model rote = -45.2 mm/yr Weighted meon length = 10526654518.9 mm
988.5 1989 1989.5 1990 1990.5 1991 1991.5
EoE_
>m 0e-
b-
._- 0
123
00
t
I .... , , , , , , , I i ........ , , I , , , , i ..... , I , , , , , L , , , , , I , , , , , A i .... i , , , , , i i i , , , I , , , , ,
Observed Rote = 19.5 4- 2.6 mm/yr Wrms of fit = 9.1 turn Reduced Chi squore = 1.09
NUVEL model rote = 16.0 mm/yr
1988.5 1989 1989.5 1990 1990.5 1991 1991.5
........... I ........... I ........... I ........... I ........... I ........... I .....
00
0
03
m 0
0
I
_ _ ....... + +
I i i i ....... , I , , , , , , , i i i , I ..... , , , I i , I , ....... , , , I , , , i h , ..... I , , i , , , , I , , , I ....
Observed Rate = 26.7 :1:8.1 mm/yr Wrms of fit = 26.4 mm Reduced Chi square = 2.86
NUVEL model rote = 30.9 mm/yr
7.11
Vector baseline pJots for DSS45 -HOBART26
EE o
v
03
ro
0o o
I
c-
g?._J
E 0
O
m
Baseline length = 832 kilometers Number of sessions = 8
1990 1990.5 1991 199t.5 199:
' , T ] ........... I ........... I ........... t ........... I .
I ___,___ .......... /
f +
* * * I ........ i a i I I I I I I I I I I I I I * r I I I I I i a i i I L i I i i i i i _ L _ I
Observed Rote = .5.3 + 2.5 mm/yr Wrms of fit = 3.6 mm Reduced Chi square = 1.40
NUVEL model rote = .0 mm/yr Weighted moon length = 832194192.6 mm
0,¢
E
>cn 0c-
p-.
"-= I¢0
rn 0
I
E oE
v
-8
__ 0
>
(V
_o L_O
1990 1990.5 1991 1991.5 1992'''I ........... I ........... I r .......... I ........... 1-
EF", , , , I ...... L i i L i _ i i I I I I i I I I 1 I , , , ; , , , , , , , 1 , , i i i i h i i i i
Observed Rote = -1.2 + 1.6 mm/yr Wrms of fit = 2.7 mm Reduced Chi square = 1.00
NUVEL model rote = 6.1 mrn/yr
0 1990 1990.5 1991 1991.5 19920 ' ' ' t ........... I ........... I ........... I ........... ].
00
7i i k I i I i i i I i i , , , t , , , , ..... t i } i t L J i i i , , , , I , .... i i J L , , I
Observed Rote -- 8.7 + 5.5 mm/yr Wrms of fit = 8.4 mm Reduced Ch[ squore = .42
NUVEL model rote = -7.6 mm/yr
7.12
Vector baseline plots for DSS45 -KASHIMA
Baseline length = 7437 kilometers
c] 988.5 1989 1989.5
I
I
Number of sessions = 11
1990 1990.5 1991 1991.5
.I ' ' ' ' ' ' ..... I ' ' '"' ' ' ' .... I ' ' ......... I ........ i , ' I ' ' ' ' ' ...... I ' ' .... ' .....
r , , . , , , ..... I ..... , , . , , , I , , , , , , ..... ( , , , . , , . , , , , ( . , i I , L., t , , i I ...........
Observed Rote = -48.4 ± 7,,3 mm/yr Wrrns of fit = 17.8 mrn Reduced Chi square = 3,56
NUVEL model rote = -58.4 mm/yr Weighted mean length = 74,36721428.8 mrn
7o
p--
#J
._-- C3
u3
ID
03
00
I
1989 1989.5 1990 1990.5 1991 199. I ...... ' ' ' ' ' I ' ' ' "' .... " ' ' I ...... ' ' "" ' ' I ........... I ' ' ......... I ...... ' ' ' ' '
Observed Rate = -30.4 ± 2.4 mrn/yr Wrrns of fit = 5,9 rnm Reduced Chi square = .83
NUVEL model rate = -18.8 mm/yr
.5
0CD
EE
v 0
_J
$> o
o
m o
o¢xl
I
1988.5 1989 1989,5 1990 1990.5 1991 1991.5
I ' ' ' ' .... ' ' ' E ' ' ' ' .... ' ' ' I ' ' ' ' ' ' ' ' ' ' ' I ...... ' ' ' ' ' i ' ' ' ' ' ...... I ...........
+ .£___= _
+ ÷
I , , , , , • , i , , i I ........... 1 ..... , ..... J i i i i i i i i i I , I i I i _,1 , i .... I ......... i i
Observed Rate = 19.0 + 12.3 mrn/yr Wrms of fit = 29.7 mm Reduced Chi square = 3.,36
NUVEL model rote = 20.5 mm/yr
7.13
Vector baseline plots for DSS45 -KAUAI
0.--.. 0
Ec_E
g8
0_3o3_o
r-_ 0
_O
T¢-
I
Baseline length = 7770 kilometers Number of sessions = 15
1988.5 1989 1989.5 1990 1990.5 1991 1991.5
f
,_,1,, ......... 1 ........... t ........... I ........... I ........... I ........... I ....
Observed Rote = -59.2 _-I: 6.8 mm/yr Wrms of fit = 22.5 mm Reduced Chi squ0re = 4.34
NUVEL model rote = -52.3 mm/yr Weighted mean length = 7769504561.6 mm
EoE-
v
>o
nm
OO(N
I
OO
EE
v
O-6_3
> o0
mo
rn 00o4I
0 1988.5 1989 1989.5 1990 1990.5 1991 1991.5(D ' " ' ' I ........ ' ' ' I ........... t ........... I .... ' ...... I ........... f ......... ''1 ....c_
t,, I ........... I,,,,,, ,,,,l_,l,,_l_,,,_ .......... t_ .... , ...... I .... i , , _ i i i I i i I I
Observed Rote = -41.4 4- 2.6 mm/yr Wrms of fit = 9.4 mm Reduced Chi square = 1.49
.' ..... I ........... I'' ......... I ........ '''1 ........... I ........... I ........... I ........... I'' ......... [ ........
,_,,r,l ........... I ........... I,_ ......... I ........... I ........... I .... _ ...... I ........... I ...... ,,,,,I,,, ....
Observed Rate = 1.7 4-2.2 mm/yr Wrms of fi{ = 5.2 mm Reduced Chi square = 1.19
NUVEL model rate = .O mm/yr Weighted mean length = 87928,3108.1 mm
EoE_o
>e] O
2p--
.-_ O
m
O(D
r
O
(:3('4
A
EE
vOO
-6_O
:D
>
C-
03O
rn O
O
I
O 1984.5 1985 1985.5 1986 1986.5 1987 1987.5 1988 1988.5(D ' ..... f ...... _ .... f ........... I ........... f ........... I ........... I''' ........ I ........... I ........... I ........ .
Observed Rote = -1.8 + 3.6 mm/yr Wrms of fit = 9.1 mm Reduced Chi square = 3.09
NUVEL model rate = -2.5 mm/yr
1984.5 1985 1985.5 1986 1986.5 1987 1987.5 1988 1988.5_' ..... I ........... I ........... I ........... J ........... I ........... ) ........... 1 ........... I'' ......... ) ........ ,
.... ,1 ...... t .... I ....... ,,,,I,,,, ,1111,,I,,,1 ....... t,1,1,, ..... I,,iJlllll,,l,,,,,,,,,,,ll, .... ,,,,,I .......
Observed Rate = 12.5 4- 18.1 mm/yr Wrms of fit = 43.8 mm Reduced Chi square = 1.73
NUVEL model rate = -.8 mm/yr
7.27
Vector bosel[ne plots for FLAGSTAF-MOJAVE12
/-%
EE oc5O_
0
0 ¢q
tz30COr-,-
I
c-
..J
.__ 0
m
Boseline length = 478 kilometers Number of sessions = 8
1985 1986 1987 1988 1989 1990
......... I ........... I ........... ] ........... I ........... I ........... I .........
Observed Rote = 3.8 + .9 mm/yr
NUVEL model rote = .0 mm/yr
Wrms of fit = 4.6 mm Reduced Chi squore = 1.35
Weighted mean length = 478050187.9 mm
EoE_
>m 0c-
.E 0
0m
00
I
0
0("4
A
EE
-.dO0
>
c
0
0
m 0
0
I
0 1985 1986 1987 1988 1989 19900 ......... I ........... I ........... I ........... I ........... I ........... I ...........
...... , , I 11111 ,l J d i, r i , 1,11 I .... I ........ f I i I i i I I,,,,,,, I ,, , , , ,, , , , , I , , ........
Observed Rote = 6.8 + 1.1 mm/yr Wrms of fit = 5.8 mm Reduced Chi squore = 1.22
NUVlFL model rote = -1.,3 mm/yr
1985 1986 t987 1988 1989 1990......... I ........... i ........... I ........... I ........... I ........... I .........
........ I ........... _ ........... I,, ,llllll,llll ,,_,1,1, i r .......... ,I,,, ,,,,,,
Observed Rote = 14.1 _t: 7.0 mm/yr Wrms of fit = 33.2 mm Reduced Chi squore = 1.09
NUVEL model rote = 1.0 mm/yr
7.28
Vector baseline plots for FORTORDS-GILCREEK
0p..OE04£
v
L_3
('4_300
r_3 0
I
E
I
0
EEo--J04
>m 0c
F-
_.- o4
m 0
I
E oE
v
>
¢-o_
Baseline length = 5539 kilometers Number of sessions = 17
198g 198g.5 1990 1990.5 1991 1991.5.... I ' ' ' ' ' ' ' ' ' ' ' I ...... ' ' ' ' ' I ' ' ..... ' ' ' ' I ' ' ' ' ' ' ' ' ' ' ' I ' ' ' ' ' ...... I ' '
Observed Rote = -42.0 + 5.0 mm/yr Wrms of fit = 12.8 mm Reduced Chi square = 1.53
NUVEL model rote = -45.0 mm/yr Weighted mean length = 5538522575.4 mm
Offset = -21.9 _+ 11.7 mm
1g89 1989.5 1990 1990.5 1991 1991.5
F
, , , , I , , , , , L , , , h , I , , , , , a , , , , l } i I i i I i n i , a i I , , i T ....... i ........... I , ,
Observed Rote = g.9 ± 2.1 mm/yr Wrms of fit = 4.8 mm Reduced Chi square = .99
NUVEL model rote = 7.1 mm/yr Offset = -22.2 + 4.1 mm
0 1989 1989.5 1990 1990.5 1991 1991.5
0(:304
I
__._._._-.-
+f
Observed Rote = 26.3 ± 15.4 mm/yr Wrms of fit = 36.4 mm Reduced Chi square = 1.40
NUVEL model rote = 8.2 mm/yr Offset = 14.8 d: .52.1 mm
7.29
Vector baseline plots for FORTORDS-MOJAVE12
00
EE
S
"¢ 0
I
£
(Dc-
o_
(a (D
m
E°
I0
m
oo
I
/-..0
EoE
v
>
c-._
Orn d
Baseline length = 462 kilometers Number of sessions = 19
1989 1989.5 1990 1990,5 1991 1991.5..... I ........... ] ........... I ........... 1 ........... I ........... 1 ' '
.... I , , , , , , , , , , , I , , , , , , , , , , , I .......... , I , , , , , , , , , , , I , , , , , ...... I , I
Observed Rote = 33.8 ± 2.1 mm/yr Wrms of fit = 5.2 mm Reduced Chi square = 1.92
NUVEL model rate = ,37.8 mm/yr Weighted mean length = 462074982.6 mm
Offset = 4.1 _-k 3.8 mm
0 1989 1989.5 1990 1990.5 1991 1991.5O ..... I ........... I ......... ' ' I ........ ' ' ' I ........... I ........... [ ' ' '
p
Observed Rate = 22.9 + 2.,3 mm/yr Wrms of fit = 6.0 mm Reduced Chi square = 1.74
NUVEL model rote = 29.2 mm/yr Offset = 47.2 _+ 4.5 mm
0 1989 1989.5 1990 1990.5 1991 1991.5
0 .... I ........... I ........... I ........... I ..... ' ..... I ........... I ' ' 'C'q
00C_
I, , , , , I , , , , ....... I , , , , i i , , , , , I , i , , , , , , , , , i ...... i i i r i I i i i i I i i i i i i I i i
Observed Rote = 10.9 ± 14.2 mm/yr Wrms of f[t = ,34.8 mm Reduced Ch[ square = 1.44
NUVEL model rate = -1.9 mm/yr Offset = 2.1 ._+ 26.0 mm
7 ..30
Vector baseline plots for FORT ORD-HATCREEK
00
-'-'- C-4
EE
v
40°04
Ic-
wooI
c-
cn 0
gof
Baseline length = 461 kilometers Number of sessions = 10
1984,5 1985 1985.5 1986 1986.5 1987 1987.5 1988
......... I ........... I ........... ] ........... I ........... I ........... J ........... J ........... I ....
Observed Rote = -30.6 + 4.0 mm/yr Wrms of fit = 14.8 mm Reduced Chi square = 5.85
NUVEL model rate = -38.0 mm/yr Weighted mean length = 461111247.g mm
A
EoE_
>m 0
.c 0
123
00
T
00
EE
v
>
o°
rn
0
C:3
I
0 1984.5 1985 1985.5 1986 1986.5 1987 1987.5 19880 ......... I ....... ''*'1 ........... I'' ......... I ....... ''''1' .......... I'' ......... I ........... I ....
tI
F-
Observed Rate = 22.3 4- 2.9 mm/yr Wrms of fit = 10.6 turn Reduced Chi square = 7.02
NUVEL model rate = 28.9 mm/yr
1984.5 1985 1985.5 1986 1986.5 1987 1987.5 1988
......... I ........... I ....... _'' '1 '' ...... ' ' 'l ''_ ........ t ........... I ........... I ...... ' ..... I ....
Observed Rote = 24.8 =t:26.8 mm/yr Wrms of fit = 91.4 mm Reduced Chi square = 5.82
NUVEL model rote = .4 mm/yr
7.31
Vector boseline plots for FORT ORD-MOJAVE12
EEo°
d
C_
G°
IooO_ I¢-
d
_" 0
m
Baseline length = 465 kilometers Number of sessions = 11
0 ......... I ........... I ........... I ........... I ........... I ........... I ........... I ........... I ........... I ....
C30
I
Observed Rote = 4.3 :1:12.1 mm/yr Wrms of fit = 48.2 mm Reduced Chi squore = 2.06
NUVEL model rote = -1.8 mm/yr
7.52
0
0
EE
v
0r_
lc-
ic
co 00 0
cn
I
Vector baseline plots for FORT ORD-OVRO 150
Baseline length = 317 kilometers Number of sessions = 5
1984 1984.5 1985 1985.5 1986 1986.5 1987 1987.5.......... I ........... I ........... I ........... I ........... I ........... I ........... I ........... I .......
f_---
Observed Rote = 13.8 4- 1.8 mm/yr Wrms of fit = 4.1 mm Reduced Chi square = 1.02
NUVEL model rote = 18.7 mm/yr Weighted mean length = ,317067312.1 mm
EooF_
v
>cn 0c
(:3
:-= (:3
co I(3rn
00(,4
I
0 1984 1984.5 1985 1985.5 1986 1986.5 1987 1987.5
.......... I ........... I ........... I ........... I ........... I ........... I ........... I ........... I ........
0 .... , .... I ........... I ........... I ........... I ........... I ........... I ........... I ........... I ............. I ''
++ ,I,__ +- + I++ +
.... ' I ' I ' I ........... [ ' L I I I I I ' I ' ' I ' + ' ' ' ' + .... ] ' L ' 11 J J J 1 ' * I .......... + I ' I i ' ' ...... I,,,,,+ ..... I',,,,, ..... I , i i I
Observed Rote = 1.6 + 1.7 mm/yr Wrms of fit = 7.2 mm Reduced Chi square = 3.00
Baseline length = 5427 kilometers Number of sessions = 117
1985 1986 1987 1988 1989 1990 1991..... I ........... I ........... I ........... i ........... I ........... I ........... I ...........
+i-4
.... I , , , , i , i J i i , I ..... ,,, ,,,l,,llllll,,,I,,, ,,,,, ,,,I,illl ...... I , , , , , , I , i i i I ......... ,
Observed Rote -- -1.3 + .6 mm/yr Wrms of fit = 11.9 mm Reduced Chi square = 2.21NUVEL model rote = .0 mm/yr Weighted moon length = 5427104,571.0 mm
EooE-
v
>0
0 1985 1986 1987 1988 1989 1990 1991_ f .... I _ .......... I ...... ' .... I _ , I ..... _ ' ' I ........... I .... ' ...... t ......... 1 ' I l I ' I .......
0'4
I Observed Rote = 20.5 ± .3 mm/yr Wrms of fit = 5.6 mm Reduced Chi square = 1.11
NUVEL model rote = 4.7 mm/yr
1985 1986 1987 1988 1989 t990 1991
'' .... I ........... I ........... 1 .... ' _ ..... I _ ........ ' ' I ........... I ..... _ ..... I .......... 't
0
EE
Observed Rate = 16.8 ± 1.8 mm/yr Wrms of fit = 55.2 mm Reduced Chi squore = 2.37
NUVEL model rote -- 8.7 mm/yr
7.59
Vector baseline plots for GILCREEK-KAUAI
Etov
,1¢
c5O_
00
O0 04
0.4p..
I
c- 0
c-
_J
0
m
Baseline length = 4728 kilometers Number of sessions = 236
1985 1986 1987 1988 1989 1990 1991 199
...... i ........... i ........... i ........... i ........... i ........... i ........... i ...........
Observed Rote = -44.3 4-.4 mm/yr Wrms of fit = 10.4 mm Reduced Chi square = 2.61
NUVEL model rote = -45.4 mm/yr Weighted mean length = 4728114489.6 mm
g
g
00
I
0
0
E_Ev
__ 0
>
0 O4rn I
00
I
1985 1986 1987 1988 1989 1990 1991 1992....... I ........... I''''' ...... I ........... I ........... I ........... I ........... I ........... It
I Observed Rote = 5.0 4-.7 mm/yr Wrms of fit = 17.5 mm Reduced Chi square = 1.81
NUVEL model rote = 4.0 mm/yr
7.4-,3
Vector baseline plots for GILCREEK-NOME
Es °d
u3O4
O0,¢
O0 0
J
t-
_,J
E 0
0m
Baseline length =
1985
i .....
848 kilometers Number of sessions = 10
1986 1987 1988 1989 1990
I ........... I ........... I ........... I ........... I ........... I .....
t
Observed Rate = -1.5 :1:.8 mm/yr Wrms af fit = 5.5 mm Reduced Chi square = 1.15
NUVEL model rate = .0 mm/yr Weighted mean length = 848263842.3 mm
o,¢
A
E
£o
>0
E
2
c ("4
--- Icno
a3 0
I
00£'4
EE
vOC)
>
¢J 0E
6O0
m 00
i
1985 1986 1987 1988 1989 1990.' ..... ] ........... I ........... I ........... t ........... I ........... I ....
..... I ........ L i , [ , , , i , , I , , , , I , , , , , ...... I ....... i , i , t , , , , , , , , , , , I .....
Observed Rate = -2.7 + .9 mm/yr Wrms af fit = 6.3 mm Reduced Chi squ0re = 1.94
NUVEL model rate = -.3 mm/yr
1985 1986 1987 t988 1989 1990.' ..... I ........... I ........... f ....... _''1 ........... t ........... I .....
...... I .......
Observed Rote = -2.2 + 5.0 mm/yr
NUVEL model rate = 1.2 mm/yr
.... l,,i,llll,l,l,,,,,,, .... I ..... ILhllJl,,,,,,,,,,,I .....
Wrms af fit = 33.2 mm Reduced Chi square = .79
7.44
01-..0E_4E
_i
O4
00
I
_0e- 0
I
Vector baseline plots for GILCREEK-NRA085 5
Bcsel[ne length = 5035 kilometers Number of sessions = 135
1989.5 1990 1990.5 1991 1991.5 1992.......... I ........... I ' .......... I .......... ' l ........... I ........... I
+
/ t
Observed Rote = -.5 4- 1.4 mm/yr Wrms of fit = 12.1 mm Reduced Chi squore = 2.46
NUVEL model rote = .0 mm/yr Weighted moon length = 5034926346.3 mm
0 1989.5 1990 1990.5 1991 1991.5 19920 .......... I ........... t ........... I ........... i ........... I ........... i '.
EoE_
m 0
.--- 0
[13
00
5-Observed Rote = -5.2 4- .6 mm/yr Wrms of fit = 5.6 mm Reduced Chi square = 1.36
NUVEL model rote = -9.5 mm/yr
E_E
v
-6
_o>
ej
o
0 1989.5 1990 1990.5 1991 1991.5 1992
o
I Observed Rote = -11.6 4- 2.7 mm/yr Wrms of fit = 24.3 mm Reduced Chi squore = 1.53
NUVEL model rote = -8.4 mm/yr
7.45
Vector baseline plots for GILCREEK-ONSALA60
O-'-_ dbEE
v
_5oO O
E0(30
_O
I
c-
DOO
iT¢-
{3
mI
Basefine length = 6066 kilometers Number of sessions = 12
1986 1987 1988 1989 1990 1991....... _ ........... I ........... I ......... _ ' I ' ' ' ' ' ' ..... I ........... I .......
+
Observed Rate = 16.0 +2.1 mm/yr Wrms of fit = 11.5 mm Reduced Chi square = 2.41
NUVEL model rate = 11.0 mm/yr Weighted mean length = 6066488175.3 mm
EoE_o
¢)
>m 0E
p-
.c 0
Om
00
I
0 1986 1987 1988 1989 1990 1991O ....... I ........... I' ' ' .... ' ' ' ' ] ........... I ........... I ........... I ........
-÷ f
...... I ........... I ........... I ....... i , , J I i i i i i i i , , t , I _ i , i i , , , , , _ I , , , , , , ,
Observed Rate = -10.0 + 1.5 mm/yr Wrms of fit = 9.8 mm Reduced Chi square = 5.56
NUVEL model rate = -16.0 mm/yr
0 1986 1987 1988 1989 1990 1991O ....... I ........... t ........... I ........... I ........... I ........... I ........
>
Toe3 Lz3
o
o
IObserved Rate = -15.0 + 3.3 mm/yr Wrms of fit = 19.4 mm Reduced Chi square = 2.19
NUVEL model rate = -16.0 mm/yr
7.46
Vector baseline plots for GtLCREEK-OVRO 150
0.-.0
E _E
v
60
r-.. u3Lc3LO0
o0
0
I
E
m _I
Baseline length = 3584 kilometers Number of sessions = 12
1985.5 1986 1986.5 t 987 1987.5 1988 1988.5.... I ........... ] ........... i ........... I ........... I ........... i ........... I ' ' ' ' ' ' ....
.... I , , , . , , . , , . , I , , * , , , L L i , , I ..... , * , , , , I , , , , , r ..... I . . , , , , , , , , , ] , , r i J I I I L ' ' I .........
Observed Rote = -17.4 ± 2.5 mm/yr Wrms of fit = 7.8 mm Reduced Chi square = 1.67
NUVEL model rote = .0 mm/yr Weighted mean length = 3584055705.1 mm
1985.5 1986 1986.5 1987 1987.5 1988 1988.5
- -- t .... + + t®o _t
_r
I
Observed Rote = -3.4 ± 2.6 mm/yr Wrms of fit = 8.1 mm Reduced Chi square = 6.47
1988.5 1989 1989.5 1990 1990.5 1991 1991.5.......... I ........... I ........... I ........... 1 ........... I ........... I ....... ''''1'' 4
tP
i, ,i ,, , ,k, ,I, ,, , ,ll ,jL,I ......... , , I , i i , i , I i
Observed Rote = 11.1 ,i, 18.1 rnrn/yr
NUVEL model rote = 4.8 mrn/yr
I , , I i .......... [,,,,,,,,i,,I,,,, ....... I , ,
Wrms of fit = 35.3 mrn Reduced Chi squore = 1.21
Offset = -28.2 + 54.1 rnm
7.51
Vector baseline plots for GILCREEK-PT REYES
(:)
_-,.0
E_E
v
C_
_D¢N
t'9t"3 0
I
¢-
-J I
¢-
rnI
BoseNne length = 3352 k;Iometers Number of sessions = 12
1988.5 1989 1989.5 t 990 1990.5 1991 1991.5.......... I ........... I ........... I ........... I ........... I ........... I ........... _ r I
q
Observed Rote = -32.5 + 2.4 mm/yr Wrms of fit = 9.8 mm Reduced Chi squore = .96
NUVEL model rote = -45.5 mm/yr Weighted meon length = ,3352262183.9 mm
0
EEo
vC,,I
:-= I
o30
m 0
I
Ev
>
1988.5 1989 1989.5 1990 1990.5 1991 1991.5.......... I ........... I ........... 1 ........... I ........... I ........... I ........... I''.
Observed Rote = 8.6 + 1.1 mm/yr Wrms of fit = 4.2 mm Reduced Chi squore = .82
NUVEL model rote = 5.8 mm/yr
0 1988.5 1989 1989.5 1990 1990.5 1991 1991.50 .......... I ........... I ........... I ........... I ........... I ........... I ........... I ' '
00
I
.......... llll, jl, ,,llll ii iIil,,,, I Iii Iii iiiii Ii .......... I ........... I ........... I,
Observed Rote = -29.4 + 7.1 mm/yr Wrms of fit = 26.9 mm Reduced Chi squore = .68
NUVEL model rote = -7.7 mm/yr
7.52
Vector baseline plots for GILCREEK-RICHMOND
0
s °E
v
_0 04COL(3
p_p,,
I
c-4-,
"J i
c-
_oot
Baseline length -- 6118 kilometers Number of sessions -- 139
1987.5 1988 1988.5 1989 1989.5 1990 1990.5 1991 1991.5 1992; .... I ........... I ........... I ........... I ........... I ''_ ........ I .......... _1 ........... I ........... I ........... [
f.,, +
+ +" tfl _+
+ 1Observed Rote = 1.1 4- 1.2 mm/yr Wrms of fit = 14.5 mm Reduced Chi square = 1.59
NUVEL model rote = .0 mm/yr Weighted mean length = 6117758540.6 mm
>o
u Im
0 1987.5 1988 1988.5 1989 1989.5 1990 1990.5 1991 1991.5 19920 ' .... I ........... I ........... I' ........ ''1 ........... I ........... I .......... '1 ....... ''''l ........... I ........... I'.04
0
04
I Observed Rote = -11.8 :I: .5 mm/yr Wrms of fit = 6.0 mm Reduced Chi square = 1.04
IObserved Rate = -10.6 ± 3.0 mm/yr Wrms of fit = ,33.8 mm Reduced Chi square = 2.00
NUVEL model rote = -7.0 mm/yr
7.53
Vector baseline plots for GILCREEK-SESHAN25
Or..OE_E
gg_3
_3L_3t'3_D_D (:3
I
c"
(:3
oc
I
Baseline length = 6636 kilometers Number of sessions = 17
1988.5 1989 1989.5 1990 1990.5 1991 1991.5 199:...... I ........... I ........... I ........... I ........... I ........... I ........... I ........... I.
i i 1 i i i _ 1 i i I ....... I ........... I ........... I ........... 1 ........... I ...... _ .... I ........... I
Observed Rote = -11.2 + 5.2 mm/yr Wrms of fit = 22.0 mm Reduced Chi square = .5.21
NUVEL model rate = -5.2 mm/yr Weighted mean length = 663.5555859.9 mm
EoE_
v
_o
.- 0
¢'n
00
I
0 1988.5 1989 1989.5 1990 1990.5 1991 1991.5 199:0 ...... I ........... I ........... I ........... I .......... _ I ........... I ........... I ........... l_
00(N
E oE
v
-8{D
m I
00o4
I
+L,,L,,I ........... I ........... I ........... I ........... I ........... t ........... I .......... II
Observed Rote = -12.7 ± 2.1 mm/yr Wrms of fit = 9.6 mm Reduced Chi square = 2.28
NUVEL model rote = -3.9 mm/yr
1988.5 1989 1989.5 1990 1990.5 1991 1991.5 1992...... I ........... [ ........... I ........... I ........... I ........... I ........... I ........... I
_ L,¢ J L] , J_ L ....... I ........... I ........... I ........... I ........... I ........... I ....... i ,_ , I
Observed Rote = 6.9 ± 6.7 mm/yr Wrms of fit = 29.3 mm Reduced Chi square = 2.32
NUVEL model rate = 3.1 mm/yr
7.54
Vector baseline plots for GILCREEK-SNDPOINT
EE
"_'0
00p,,.
_- 0O0 004 O4
I
t--4,-'_od-
._ 0
o Im
Baseline length = 1284 kilometers Number of sessions = 13
1985 1986 1987 1988 1989 1990
Observed Rote = 2.2 :1:2.4 mm/yr Wrms of fit = 12.0 mm Reduced Chi squore = 5.22
NUVEL model rote = .0 mm/yr Weighted moon length = 12844778-30.8 mm
EoE_
v
>
m 0E
I---
.E 0
m I
m
oo
7
000o4
EE
v
-- 0
>o
._ CM
ffl
m 000
I
0 1985 1986 1987 1988 1989 19900 ..... I ........... I ........... I ........... 1 ........... I ........... I ......
Observed Rote = 7.0 ±.8 mm/yr Wrms of fit = 4,1 mm Reduced Chi squore = 1.01
NUVEL model rote = -.7 mm/yr
1985 1986 1987 1988 1989 1990....... I ' ' _ ........ I .... _ ' ..... l ........... I ' ' _ ....... ' I .... ' ...... I ......
Observed Rote = 6.2 + 8.1 mm/yr Wrms of fit = 35.2 mm Reduced Chi square = 1.07
NUVEL model rote = 4.7 mm/yr
7.55
Vector baseline plots for OlLCREEK-SOURDOGH
E°
c5O_
0
O0 c'4
r-,.
i.o
r--.
o4 0
I
c-
d
.E 0
0
IIl
Baseline length = 276 kFIometers Number of sessions = 16
1985 1986 1987 1988 1989
..... l ..... I ..... I ...... _ _ , , , I ........... I ........... I .......
i .... I ........... t , , , i 1 L , , I i i I , i i i , _ i , , i , I , i I , , , , i , , i I t , , , , , ,
Observed Rate = 2.4 + 1.6 mm/yr Wrms of fit = 4.6 mm Reduced Chi square = 1.85
NUVEL model rate = .0 mm/yr Weighted mean length = 276378188.9 mm
Observed Rote = -3.8 + 3.8 mm/yr Wrms of fit = 10.9 mm Reduced Chi square = 7.15
NUVEL model rate = .0 mm//yr Weighted me0n length = 788869898.8 mm
EE o¢}
>0
c
.E o_Lo
Q3
00
o004
EE
vO0
>
¢-
¢qo
0
I
0 1985 1986 1987 1988 19890 ..... I ........... I '''r'T' .... I .......... '1 ........... I .......
-4
i i , , , L ........... I , , , , , , , , * , , ] , , , , , , , , , , , I , , ......... 1 , i i i I i i
Observed Rote = 4.8 4-3.4 mm/yr Wrms of fit = 10.7 mm Reduced Chi square = 10.24NUVEL model rote = -.7 mm/yr
1985 1986 1987 1988 1989
i i , i i [ r i r * i i i A i , , I ........ , , , I , , , , , , , .... I ...... I h i i i ] I i i i L i i
Observed Rote = 14.5 :1:19.4 mm/yr Wrms af fit = 56.5 mm Reduced Chi squore = 3.68
NUVEL model rote = .2 mm/yr
7.60
Vector baseline plots for GILCREEK-YAKATAGA
/-.,,
EEo°
_iOq
d
O_
ooFC3
I
c- 0
e- 0
m
EoE_
>m 0E
c O
m
00
_.. o,I
EE
v
>
m
o0
I
Baseline length = 603 kilometers Number of sessions = 16
1985 1986 1987 1988 1989 1990
.... I ........... I ........... l ........... I ........... I ........... t .....
Observed Rate = -32.5 ± 1.8 mm/yr Wrms of fit = 5.3 mm Reduced Chi square -- 1.45
NUVEL model rate = .0 mm/yr Weighted mean length = 603048938.6 mm
Offset = 26.4 ± 5.6 mm
0 1985 1986 1987 1988 1989 19900 ' .... I ........... I ..... P ..... I ........... I ........... I ........... I .....
:_._..__ 4-
0
0
I Observed Rate = 3.8 + .9 rnm/yr
NUVEL model rate = -.5 mm/yr
I, , , i i I ...... , , i , , I i , i I i i ..... I , , , , , , , , , , b I I ...... , , , , I , I i I I i i i i i I I .... ,
Wrms of fit = 2.7 mm Reduced Chi square = .70
Offset = 73.4 ± 2.7 rnm
1985 1986 1987 1988 1989 1990...... J ........... I ........... ['''' ....... I ........... I ........... I .....
+
H
Observed Rate = -38.9 + 12.2 mm/yr Wrms of fit = 36.6 mm Reduced Chi square = 1.37
NUVEL model rate = 1.3 mm/yr Offset = 133.7 ± 36.3 mm
7.61
Vector baseline plots for GOLDVENU-MOJAVE12
Baseline length = 1,3 kilometers Number of sessions = 5
1984 1985 1986 1987 1988
EE
oI
r-
¢-0
m .... I ........... I ........... I ........... I , , , i i i i i i i i J i 1 i t _ i
Observed Rote = -.,3 + .9 mm/yr Wrms of fit = 2.8 mm Reduced Chi square = 4.94
NUVEL model rote = .0 mm/yr Weighted mean length = 12567224.4 mm
0
EEo
>0
c-
O
(/1
O3 0
F
0ID
EoE
v
.-_ 0_Ln
>
aDC
- oom I
0
1.0
1984 1985 1986 1987 1988
.... I ........... I ........... I ........... I ........... I ......
_+
¢ , , , 1 i , , h , , , , , , i I , a ¢ , ....... I ........... I ...... i i i i i I i I i i i i
Observed Rote = .9 4-.7 mm/yr Wrms of fit = 2.4 mm Reduced Chi square = 1.66
NUVEL model rote = .0 mm/yr
1984 t 985 1986 1987 1988
.... I ........... I ........... I ........... I ........... I ......
J
.... I ........ , , , I ..... , , , , , , I , , , , , , , , , , , 1 ......... i i I i i t t i L
Observed Rote = 4.5 4- 2.9 mm/yr Wrms of fit = 9.7 mm Reduced Chi square = t.82
NUVEL model rote = .0 mm/yr
7.62
i-%
B
dp,,.
Fo¢'4
C'4
o
_E
J
010
rn
Vector besetine plots for COLDVENU-ONSALA60
Baseline length = 8025 kilometers Number of sessions -- 6
1982 1985 1984 1985 1986 1987 1988 1989 1990 t 991'] .......... 'I' ........ ''I ...... '''''l .......... 'I' ....... '''l ...... ' .... I ........... ] ........... I ........... I ......
Observed Rote = 10.0 + 4.4 mm/yr Wrms of fit = 22.1 mm Reduced Chi square = 7.28
NUVEL model rote = 14.4 mm/yr Weighted meon length = 8024928169.7 mm
0 1982 1983 1984 1985 1986 1987 1988 1989 1990 19910 IL'l ........... I''''' ...... I'' ......... I .......... '1 ........... I ........... I''' ........ I ........... I ........... I ......
-¢-
2I--
+E 0
0r'n
0
0
I
_.. +
Observed Rote = -4.8 -I- 1.7 mm/yr Wrms of fit = 10.4 mm Reduced Chi square = 4.58
NUVEL model rate = -17.9 mm/yr
oo
>
q) or-
o_
o
if3 o
o
I
982 1983 1984 1985 1986 1987 1988 1989 1990 1991'I ........... I ........... I ........... I ........ '''I ...... ' .... I ........... I ........... I ..... ' ..... f ...... + .... I .......
,I,,,,,,,,,,,I ........... I,,,,+,,,,,.I ......... ,,],,,, ....... t ..... ,,,,,,I,,,,,, ..... I ........ ++,J,,i, ....... I ..... +.
Observed Rote = -16.3 + 3.7 mm/yr Wrms of fit = 16.1 mm Reduced Chi square = 1.45
NUVEL model rote = -9.2 mm/yr
7.65
Vector baseline plots for OOLDVENU-OVRO 150
OO
E
p..00
p__3
I
c-
t-
OG
cn
Baseline length = 258 kilometers Number of sessions -- 8
1982 1983 1984 1985 1986 1987' I ........... I ........... I ........... I ........... I ........... I ..........
, I ..... _ I i , , , _ ........... I i i i i i i i i i i i I i i i i i i i i i i , I i L i i j _ _ i i i i I i i , z L l i _ , ,
Observed Rote = 1.9 .t: 1.2 rnrn/yr Wrrns of fit = 6.4 rnrn Reduced Chi square = 3.44
NUVEL model rote = .0 rnrn/yr Weighted mean length = 257587460.7 mm
1982 1985 1984 1985 1986 t987
E
@>
c
I,.,-
c t'N:-= I
c
rn 0
I
, s _± ........
, I ........... I , , , , , , , , , , , I i , i , , , , , , , , I , , , , ....... I ........... I , i i i L i i I L i
Observed Rote = -1.0 4-.5 mrn/yr Wrrns of fit = 2.9 rnm Reduced Chi square = .89
NUVEL model rote = -.6 rnrn/yr
00c_
,,-,, 0
Ev
-6u._
>
0m i
00
I
982 1983 1984 1985 1986 1987! ' I ........... I ........... t ........... I ........... I ........... I ......... T ,
, , I ........... I ........... I , I L I I I I I i I I [ J I I I I I I , _ , , I _ _ , L , , , , , , , t , .........
Observed Rote = .2 + 4.1 mrn/yr Wrrns of fit = 21.7 rnm Reduced Chi square = 1.10
NUVEL model rote = -.2 mrn/yr
7.64
Vector baselTne plots for GORF7102-MOJAVE12
0/-..0
E _E
v
c5
O4
O(3_00
I
c-
J I
E
m _
I Observed Rate = 7.9 + 7.5 mm/yr
NUVEL model rate = .0 mm/yr
Baseline length = 3507 kilometers Number of sessions = 5
1990 1990.5 1991 1991.5....... ] ....... ' ' ' ' I ........... I ........... I ..........
i L L r I _ I I I I I I I I .... I , , , , , , , , , , i I , L L , , , , , , , , i _ , , A L .....
Wrms af fit = 10.0 mm Reduced Chi square = 3.41
Weighted mean length = 3506892293.8 mm
o
EEo
vO4
>
2}--
E C',l
03E3
m o
I
00O4
Eo°E
v
-_o>
0Jc-
0
004
b
1990 1990.5 1991 1991.5...... I ........... 1''''_ ..... '$ ........... t ..........
i i i i i i I i I I ..... , i , I , , , , , L , , i * , I I I I I I I I _ I I I I , , , , , , , , , ,
Observed Rate = -6.2 + 4.0 mm//yr Wrms of fit = 6.4 mm Reduced Chi square = 2.37
NUVEL model rate = -9.8 mm/yr
1990 1990.5 1991 1991.5..... I ........... I ' ' ' ........ I ........... I .... _ .....
, , , , , , I , I L , , i i J i i , ] .... , , , , , , , I i i , , i , K i , i i _ i i i h L i i i i i
Observed Rate = 39,3 + 4.8 mm/yr Wrms af fit = 6.7 mm Reduced Chi square = .13
NUVEL model rate = 8.8 mm/yr
7.65
Vector baseline plots for CORF7102-RtCHMOND
EE.o<5p_
O0Oh
03
I
J=0
_04
I
_J
0
m
Baseline length = 1520 kilometers Number of sessions = 6
1989.5 1990 1990.5 1991 1991.5
' ' ' I ........... I ........... 1 ........... i ........... I ......
L I L I i i I I ....... I , , , , ....... I , , , , , , , , , , , I ........... I ......
Observed Rate = 6.9 ± 2.5 mm/yr Wrms of fit = 5.1 mm Reduced Chi square = 1.28
NUVEL model rate = .0 mm/yr Weighted mean length = 1519989265.2 mm
1989.5 1990 1990.5 1991 1991.5
: ' ' ' I ........... I ........... I ........... I ........... I ......
0 ",¢ .-
E
Eo:v
c
2h-
"-= I_3O
cn 0
i
_L
f .......... +_
L i I J I i i i i i i i i _ , I ........... i ........... I , _ I i i i i I I _ I I I t I I I i
Observed Rote = -5.7 ± 3.0 mm/yr Wrms af fit = 6.2 mm Reduced Chi square = 4.31
NUVEL model rate = -4.7 mm/yr
E oE
v
"8
dJ>
c-
To69 ct)
0 1989.5 1990 1990.5 1991 1991.50 ' ' ' ] ........... I ........... I ........... I ........... I ......
oo
TL i I I i i i i i i ..... I ........... I ..... , ..... I ........... I , , , i i i
Observed Rate -- 23.4 ± 6.9 mm/yr Wrms af fit = 13.8 mm Reduced Chi square = .55
NUVEL model rate = .0 mm/yr
7.66
Eov
d
00
0
I
c
C _Mq) I
_J
Q)
._ 0
O
rrl
Baseline length =
1989.5
Vector baseline plots for GORF7102-WESTFORD
601 kilometers Number of sessions = 7
1990 1990.5 1991 1991.5
Observed Rate = .0 + 3.0 mm/yr
NUVEL model rate = .0 mm/yr
Wrms of fit = 6.9 mm Reduced Chi square = 3.74
Weighted mean length = 600947760.9 mm
0
EEo
>m 0c
I.--
c- _,1
"-.= I
0
123 0
I
Ev
%o
>
t-
¢_ (:3
o Irn
1989.5 1990 1990.5 1991 1991.5
-1
1
+___ j
1
Observed Rote = -.6 + 2.9 mm/yr Wrms of fit = 6.6 mm Reduced Chi square = 4.33
NUVEL model rote = -1.6 mm/yr
0 1989.5 1990 1990.5 1991 1991.50 ' ' ' I ........... I ...... ' .... I ........... I ........... I ..........
0
I Observed Rote = 27.6 4- 6.0 mm/yr Wrms of fit = 13.1 mm Reduced Chi square = ..55
NUVEL model rote = -.8 mm/yr
7.67
Vector boselTne plots for HARTRAO -HRAS 085
Baseline length = 11878 kilometers Number of sessions = 6
Observed Rote = 11.0 ._+ 10.0 mm/yr Wrms of fit = 18.1 mm Reduced Chi square = 1.46
NUVEL model rote = -6.5 mm/yr Weighted mean length = 745,.3222512,4 mm
o
EEo
vo4
>(n 0
(:3O4
_J(/30
a3 0
I
00
E
]_d
> 00
m ooo4
I
1988 1988.5 1989 1989.5 1990 1990.5 1991 1991.5
Observed Rote = 1.6 4- 1.5 mm/yr Wrms of fit = 2.8 mm Reduced Chi square = .13
NUVEL model rote = -.8 mm/yr
1988 1988.5 1989 1989.5 1990 1990.5 1991 t991.5,"'1' .......... I ........... I ........... I ........... I ........... I ........... I'''' .... '''1'''''''
Observed Rate = -16.7 + 1.9 mm/yr Wrms af fit = 6.5 mm Reduced Chi square = 1.63
NUVEL model rate = .0 mm/yr Weighted mean length = 344991857.4 mm
Offset = 9.9 + 6.6 mm
o 1986 1986.5 1987 1987.5 1988 t 988.5 1989 1989.5 19900 ...... I''''; ...... ] ........... I ........... I'' ......... I ........... I ........... I ........... I''' ........ I'''.
I J .... I ........... I ........ _ T F I ........... I ........... t ........... I ........... I ..... ' ..... I ........... i''
I I I I I L I I I I I ...... I ...... _'I'II'ILLLLIII''I ...... ' I I I ' I I I ' ' L ' 1 l I I ' I I I ' I J L ..... I ........... I ........... I i [
Observed Rate = 21.8 4- 13.5 mm/yr Wrms of fit = 43.2 rnm Reduced Chi square = 1.82
NUVEL model rate = .9 mm/yr Offset = -1.5 _+ 43.1 mm
7.81
Vector boseline plots for HATCREEK-PT REYES
00
EE
v
CO
C'4U3_3
04
I
c-
Om
Ic-
co 0
rn
i
Baseline length = ,327 kilometers Number of sessions = 16
1985 1986 1987 1988 1989 1990
........... i ........... l ........... I .... _ ...... I ........... I ......... * ' I '
.......... I , , , , , , , , , , , I , , , , , , , , t b i I i i * L L L ..... I ........... 1 ......... , , I
Observed Rote = -20..3 4- 1.5 mm/yr Wrms of fit = 7.4 mm Reduced Chi squore = 1.67
NUVEL model rote = -27.4 mm/yr Weighted mean length = 3266287._6.9 turn
0
0
E
_>
¢-
&oO4
I
Eo°E
v
o_
1985 1986 1987 1988 1989 1990
.......... I ........... I ........... I ........... I .......... '1 ........... I'
I
.......... 1 , , , , , , , , _ , , 1 , , t , * _ i i * i i I , i i i _ i i i i i * 1 ........... I ........... I
Observed Rote = 26.2 4- 1.0 mm/yr Wrms of fit = 4.9 mm Reduced Chi squore = 1.40
NUVEL model rote = ,39.1 mm/yr
0 1985 1986 1987 1988 t 989 t 9900 ....... ' ' ' I ........... I ........... I ........... I ........... I ......... ' ' I '.0"4
00("4
IObserved Rote = -3.1 4- 1.3.1 mm/yr Wrms of fit = 61.6 mm Reduced Chi squore = 2.96NUVEL model rote = ,2 mm/yr
7.82
Vector baseline plots for HATCREEK-QUINCY
EE o
d
F.
0
0
I
c-
_./
0
m
Baseline length = 104 kilometers Number of sessions = 17
1984 1985 1986 1987 1988 1989 1990
-' ..... I ........... I ........... t ' _ .... ' .... I ........... t ........ _ ' ' I ........... I .........
i,,ll Jl Ill, llil Ii]i11 ii ii .... I ........ , , i t I i .... , , , , * I , , , , , _ , , , , , I ........... I .........
Observed Rote = -2,6 -t-,6 mm/yr Wrms of fit = 4,9 mm Reduced Chi square = 1.06
NUVEL model rate = .0 mm/yr Weighted mean length = 105712259.1 mm
0
EEo
Vt_l
cn 0t-
Oc- C_I
"---- j
030
cn 0
I
E_E
v
o
_o113
I1)
°--
1984 1985 1986 1987 1988 1989 1990
L ...... I ' ' _ ........ I ........... I ........... I ........... I ........... I ........... I .........
I + + t
+ t
Observed Rate = 1.6 +.8 mm/yr Wrms of fit = 5.8 mm Reduced Chi square -- 2.46
NUVEL model rate = -.2 mm/yr
o 1984 1985 1986 1987 1988 1989 19900 ...... I ........... I ........ _''1 ........... I' .......... I ........... I .... '''_'''1 .........
00
I
+
Observed Rate = 2.9 + 6.9 mm/yr
NUVEL model rate = .1 mm/yr
...... I,,,,,,,,,,,i,,,,,,,,,,,I,,, ........ I ....... , , , , I , , , ........ I ........... I ........ ,
Wrms of fit = 45.5 mm Reduced Chi square = 2.25
7.85
Vector baseline plots for HATCREEK-VERNAL
O
.,-_O
E _E
v
d
0300
p_O
OO
I
JE
J I
c-
133I
Baseline length = 1007 kilometers Number of sessions = 8
1986.5 1987 1987.5 1988 1988.5 1989 1989.5 1990 1990.5....... I ........... I ........... I ........... I ........... I ........... I ........... I ........... I ........... I ........
_-----4-+
----f
Observed Rote = 11.1 + 1.4 mm/yr Wrms of fit = 5.4 mm Reduced Chi squore = 1.42
NUVEL model rote = .0 mm/yr Weighted mean length = 1007489466,5 turn
.' ...... I ........... I ...... * .... I ........... I ........... I ........... I ........... I ........... I ........... I ........ 1
1t
Observed Rote = 1.9 4- 2.2 mm/yr Wrms of fit = 8.3 mm Reduced Chi square = 2.33
NUVEL model rote = -2.4 mm/yr
0 1986.5 1987 1987.5 1988 1988.5 1989 1989.5 1990 1990.50 ....... I ........... I ........... I ........... t ........... I ........... I ........... I '''_ ....... I ........... I ........
OO
I
,,L,_]ll ......... t ........... I,,_h,,L,;,,I,,, ........ I ........... I ........... I ........... I ........... I,, ......
Observed Rote = -4.5 + 8.1 mm/yr Wrms of fit = 28.0 mm Reduced Chi squore = .82
NUVEL model rote = -2.2 mm/yr
7.84
Vector baseline plots for HATCREEK-VNDNBERG
Baseline length = 699 kilometers Number of sessions = 92
1985 1986 1987 1988 1989 1990
E Lso
_D
I
£o
m
Observed Rate = -32.6 + .6 mm/yr Wrms 0f fit = 7.8 mm Reduced Chi square = 3.04
NUVEL model rate = -41.6 mm/yr Weighted mean length = 698706376.8 mm
00
E
_o
>
_o°
c-
eg61
ao04
I
oo,¢
Eo
do
> o
85m o4
I
1985 t986 1987 1988 1989 1990
........... I ........... I ........... I .... _ ...... I ........... I ........... I ' '.
, , , , , , , , , , J , ...... , , , , [ , , , , , , , , , , i I I i i ........ I , , , , , , , , , , , I , , , , , ...... I ,
Observed Rate = 17.9 4-.5 mm/yr Wrms of fit = 6.9 mm Reduced Chi square = 4.10
NUVEL model rate = 24.2 mm/yr
1985 1986 1987 1988 1989 1990
1+
iEliI ,.....................,..........., ,.....................,...........,,Observed Rate = -5.5 + 5.0 mm/yr Wrms of fit = 36.3 mm Reduced Chi square = 2.87
NUVEL model rate = -1.0 mm/yr
7.85
Vector baseline plots for HATCREEK-WESTFORD
O/-..O
E_E
d
Oh
O4
I
¢-
u3-J I
c-
133I
Baseline length = 4033 kilometers Number of sessions = 32
1984 1985 1986 1987 1988 1989 1990
....... I ........... I ........... I ........... I ........... I ........... I ........... I ...........
, , , i i i i I i i i L i i _ i i L i I ........... Ii,lll,,lll /_,111_1111111 ........... I ........... I ..........
Observed Rote = 7.5 ± 1.4 mm/yr Wrms of fit = 11.9 mm Reduced Chi square = 2.74
E_ E ..... I ..... ' ..... I ........... I'''' ....... I .... ' ...... I ........... I ........... I ........... I ........... I ......
dooo
_oI
f-.
0
c"
0
I
,_,,L,_I_A_,LA,,¢,,I,,, ........ I ........... I ........... I,,_ ........ I ......... **1,,,_ ....... I ........... I .....
Observed Rote = .9 4,.9 mm/yr Wrms of fit = 13.4 mm Reduced Chi square = 1.84
NUVEL model rate = .0 mm/yr Weighted mean length = 31.35641002.3 mm
A
Eo&LO
_>o
.c: 0
0m
00
I
--8E_E
v
-6<J
_o4J
>
ajt-
o?
0 1981 1982 1985 1984 1985 1986 1987 1988 19890 ........ I ........... I ........... I ........... I ......... ''1''''' ...... I ........... I ...... '''''1 ........... I ...... .
#I-----------
i ....... I ........... I ........... I ......... ,_1,,,, ....... I ........... I ........... I ........... I ........... I ......
Observed Rate = -5.1 4-.6 mm/yr Wrms of fit = 8.2 mm Reduced Chi square = 1.73
NUVEL model rote = -9.0 mm/yr
0 1981 1982 1983 1984 1985 1986 1987 1988 t 9890 [,,,, .... 1 ........... 1''''' ...... I ........... I ........... } ........... I ........... I ........... I ........... I ...... .
00
I
T', ........ I ........ i i i J i i ......... I ........... I ........... I ........... I ........... I .......... ,I,,,,,,,,,,,1,,,,,,
Observed Rate = 10.4 4-3.2 mm/yr Wrms of fit = 49.5 mm Reduced Chi square = 1.62
NUVEL model rate = 7.1 mm//yr
7.88
Vector boseline plots for HAYSTACK-MOJAVE12
Eo
d
T_0
03rO 0
I
t-
O_q
gl_J
Om
Baseline length = 5904 kilometers Number of sessions = 24
1985 1986 1987 1988 1989
......... I ........... I ........... I ........... I ..... _ ..... I .........
Observed Rote = .5 + ,9 mm/yr Wrms of fit = 4.4 mm Reduced Chi squore = 3.58
NUVEL model rote = .0 mm/yr Weighted meon length = .3904144266.1 mm
0
Eto<D
(D>
c-
¢- ¢,j
e3
O3 0
I
t oE
v
-5{J
_o_D>
u3
1985 1986 1987 1988 1989
........ I ........... I ' .......... I ...... ' .... [ .......... ' 1 ..........
Observed Rote = -.7 +.7 mm/yr Wrms of fit = 4.3 mm Reduced Chi squore = .3.13
NUVEL model rote = -10.5 mm/yr
O 1985 1986 1987 1988 1989O ........ I ........... I ........... I ........... I ..... ' ..... I .........
O -
0 i ....... I .... , , , , , , , I , 4 I , , , , , ' ' ' I ...... , , , , , I , , , , , , , , , , , 1 , , , ......
?Observed Rote = 7.0 ± 2.3 mm/yr Wrms of fit = 9.4 mm Reduced Chi squore = 1.70
NUVEL model rote = 10.3 mm/yr
7.89
Vector baseline plots for HAYSTACK-NRAO 140
EE o
c5u3
04
E_,_-
O0 0
l
_c
_.J
.__ 0
m
Baseline length = 845 kilometers Number of sessions = 5
1980 1980.5 1981 1981.5
........... I ........... I ........... I ........... 1 ..........
........... I ........... I ........... I ......... I I r i i i _ , I , , , ,
Observed Rote = 1.4 + 2.0 mm/yr Wrms of fit = 3.0 mm Reduced Chi square = 1.61
NUVEL model rote = .0 mm/yr Weighted mean length = 845129853.6 mm
0
A
EEo
vC,4
a.)>
cn (:3
2
0¢- o4
"--- Ie3C3
rr_ 0
!
oE_E
v
-6u
_o>
¢--
1980 1980.5 1981 1981.5
...... r , , , , ] ...... ' .... I ' ' ......... I ........... I ..........
, , , ........ 1 ...... , .... l , , , , ....... I ........... I , L , L , L , , , ,
Observed Rate = -1.6 + 2.1 mm/yr Wrms of fit = 3.0 mm Reduced Chi square = 1.67
NUVEL model rate = -2.3 mm/yr
0 1980 1980.5 1981 1981.5O ........... 1 ........... I ........... _ ........... i ..........
OO£'4
I
........... I ........... I ........... I , , i i ....... I I i i i i I i i i i
Observed Rote = -2t.6 + 10.6 mm/yr Wrms of fit = 15.8 mm Reduced Chi square = 1.55
NUVEL model rote = 1.5 mm/yr
7.90
Vector baseline plots for HAYSTACK-ONSALA60
Baseline length -- 5600 kilometers Number of sessions = 42
1982 1984 1986 1988 1990
........ I ........... I ....... ' I I ' I ..... ' ..... I ........... I .........
O
dOr,"} O4
'I' * "*_o + **
I
r- o.,... (21
g_
¢0
.E O
133
Observed Rote -- 17.7 +.5 mm/yr Wrms of fit = 13.3 mm Reduced Chi squere = 2.21
Observed Rote = -1.4 + .4 mm/yr Wrms of fit = 9.8 turn Reduced Chi squore = 2.61
NUVEL model rote = -4.5 mm/yr
1982 1984 1986 1988 1990
EE o
v
-6
*d
>
03
m
_'_T
I .... , , , I , , , , , , L i i i i I ....... , , , , I , , , L i i i I i , , I , , , , , , , , , i , I , A .......
Observed Rote = -2.4 4- 1.3 mm/yr Wrms of fit = 3.3.7 mm Reduced Chi squore = 1.82
NUVEL model rote = 2.6 mm/yr
7.91
Vector baseline plots for HAYSTACK-OVRO 1.30
0
,,--, 0
E _E
v
_oO0O0("40")t'3 0
I
¢-
-7°_
t
Baseline length = 3929 kilometers Number of sessions = 29
1980 1981 1982 198.3 1984 1985 1986 1987 1988' .... ] ........... I ........... [ ........... ] ........... I ........... I ........... I ....... ''''1''' ....... 'I .... ''''''
Observed Rate = 3.9 .-t:.8 mm/yr Wrms of fit = 10.0 mm Reduced Chi square = 1.62NUVEL model rote = .0 mm/yr Weighted mean length = .3928881634.9 mrn
0 1980 1981 1982 1983 1984 1985 1986 t987 19880 ..... I ........... I ........... I ........... I ........... I ........... I .... ' ...... I ........... I ........... I ..........
EoE_
_o _ __ _
I Observed Rote -- 1.4 :f .8 mm/yr Wrms of fit = 10.2 mm Reduced Chi square = 2.88
NUVEL model rote = -10.4 mm/yr
oo
EE
v
°_
¢)>
o°
0rn
00
I
1980 1981 1982 1983 1984 1985 1986 1987 1988"_'''1 ........... I .... ' ...... I ........... I ........... I ........... I ........... I ........... I ........... I ..........
+i
Observed Rote = 15.7 -i- 2.3 mm/yr Wrms of fit = 35.2 mm Reduced Chi square = 1.54
NUVEL model rote = 10.5 mm/yr
7.92
Vector baseline pl0ts for HAYSTACK-WESTFORD
soE
c_ooO_
_4
oI
@-J I
c-
o 1m
Baseline length -- 1 kilometers Number of sessions = 26
1982 1983 1984 1985 1986 1987 1988 1989
-' ....... i ........... I' .......... I ........... I' .......... I''' ........ I .... '' ..... I .... '' ..... I ........
Observed Rote = -.2 ± .2 mm/yr Wrms of fit = 1.6 mm Reduced Chi square = 1.34
NUVEL model rate = .0 mm/yr Weighted mean length = 1239395.6 mm
o
EEo
we, 4
>cn 0c-
P
0¢- ('4
"--- [
0
rn 0
i
1982 198.3 1984 1985 1986 1987 1988 1989•' .... '_'1 ........... I''' ........ I _ .......... I'' ........ '1 ........... I ........... I ....... '_''1 ..........
I ' i
Observed Rote -- .0 ±.3 mm/yr Wrms of fit = 2.9 mm Reduced Chi square = 4.69
NUVEL model rate = .0 mm/yr
_o ,>
t-
-_o03 d3
0 1982 1983 1984 1985 1986 1987 1988 19890 ....... I ........... I ........... I ........... I''' ........ I ........ '''1 ..... ''''''1 ....... ''''l .......... -I
s
o
IObserved Rate = -.1 -J- .6 mm/yr Wrms of fit = 4.3 turn Reduced Chi square = .69
NUVEL model rote = .0 mm/yr
7.93
Vector baseline plots for HAYSTACK-WETTZELL
O
.,-_O
E _E
v
c_
O
(3)r*'3
I
c"
-J I
t-
O
t30I
Baseline length = 5997 kilometers Number of sessions = 6
1985 1985.5 1986 1986.5
......... I ........... I ........... 1 ........... I ......
+
.... , , , , , I J i i i _ i i i _ i i I , J J i i i L L _ _ i I i _ ......... ! .....
Observed Rate = 12,9 + 8.3 mm/yr Wrms af fit = 12.7 mm Reduced Chi square = 3.43
NUVEL model rate = 18.9 mm/yr Weighted mean length = 5997390716.1 mm
0
E
do
c-
p-
¢- 04
= i
Q3 o
I
0o04
EE
vO0
>
£
_o(3
m 0
0
I
1985 1985.5..... ' ' ' ' L ........... I .....
1986 1986.5
' ' ' ' ' I ........... I ' ' ' ' r
÷
i i , i i i i i i I i i i i i , ..... t ........... 1 ........... [ ......
Observed Rate = -1.9 4-5.8 mm/yr Wrms of fit = 9.0 mm Reduced Chi square = 5.60
NUVEL model rote = -7.5 mm/yr
t985 1985.5 1986 1986.5
......... I .......... '1 ....... ''''1'''' ....... I ..... '
, , J , , , , , I I , .......... t , , , ..... , , , t ........... I ......
Observed Rate = -32.1 4- 15.2 mm/yr Wrms of fit = 23.0 mm Reduced Chi square = 1.73
NUVEL model rote = 1.4 mm/yr
7.94
Vector baseline plots for HOBART26-KAUAi
C)
E04E
O.oO(,D_3r"-_300_O0400 O
I
{-
E O
C-
Baseline length = 8269 kilometers Number of sessions = 14
1990 1990.5 1991 1991.5..... ' ' I ........... I ........... I ........... I ..........
+ +
_ 00 ...... I ........... I ........... I ........ I ........... I
I Observed Rote = -41.8 :t: 7.3 mm/yr
NUVEL madel rote = -43.3 mm/yr
1992' I
Wrms of fit = 17.2 mm Reduced Chi squore = 1.50
Weighted meon length = 8268576624.9 mm
EoE_
@
>m 0¢-
.E 0
m
00@4
E
0
-6_
>
¢-
om 0
0
I
o 1990 1990.5 1991 1991.5 1992' I ' ' ......... _ ' .......... I ........... I L
O0 , , , , , , , J , , I i i i i i i i i I i i i I i i i i i i i I i ..... , , , , , I , , I i i i , , * , , I
I Observed Rate = -39.6 4- 5.4 mm/yr Wrms of fit = 14.6 mm Reduced Chi squore = 2.g6
NUVEL model rote = -35.5 mm/yr
1990 1990.5 1991 1991.5 199:........ I ........... I ........... I ' .......... I ........... I !
I .... ' ' I , , , , * L , , i i , I .... , , , , , , , I i i I i i i i i i i I _ I I I ..... ' ' l I
Observed Rate = 41.2 + 11.5 mm/yr Wrms of fit = 27.9 mm Reduced Chi squore = 2.04
NUVEL model rate = 25.0 mm/yr
7.95
Vector b0sel[ne plots for HRA$ 085-KASHIMA
0p..OE_E
v
0
I
¢-
g2J I
c-°_
I
Baseline length = 9028 kilometers Number of sessions = 27
1987.5 1988 1988.5 1989 1989.5
' .... I _ .......... { ........... I _ f ' ' ' _ .... T I .......... I '
t t t {+tJ
i i i i i I ........... I ...... i i i i i I i i i i L i i , , , , I _ , , , , , , , i , ,
0 1987.5 1988 1988.5 1989 1989.50 ..... I ........... I ......... ''1 ........... t ........... I'.
00¢'4
r-.OEoE
v
-8
-_o>
c
m i
00o4
I
Observed Rate = 6.2 + 2.1 mm/yr Wrms of fit = 7.2 mm Reduced Chi square = .72NUVEL model rote = -5.2 mm/yr
1987.5 1988 1988.5 1989..... I ........... I ......... r , I ........ _ ' " 1 ..........
1989.5
I '
..... i .......... , i ........... i , , i A i A , i , i , I , , , , , , , ....
Observed Rate = 44.1 + 12.4 mm/yr Wrms of fit = 41.1 mm Reduced Chi squore : 1.04
NUVEL model rote = 5.8 mm/yr
7.96
Vector baseline plots for HRAS 085-MOJAVE12
Or..O
E _E
v
_5
00cO_3rO
I
J I
t-
moom
I
Baseline length = 1513 kilometers Number of sessions = 134
1984 lg85 1986 1987 t988 1989 1990
...... i ........... i ........... i ........... i ........... i ........... i ........... i ..........
Observed Rote = 5.7 + .4 mm/yr Wrms of fit = 7.1 mm Reduced Chi square = 5.44
NUVEL model rate = .0 mm/yr Weighted mean length = 1313568175.2 mm
O 1984 1985 1986 t 987 1988 1989 1990
O , ..... I ........... i , ' ......... I .......... ' I ' ' .... ' .... I ; ' ......... I ' ' ' ' ....... I ..........
AEo
2 ° + j_-
.--- 0
nn
00
tObserved Rate = 2.0 + .2 mm/yr Wrms of fit = 4.8 mm Reduced Chi square = 1.6.3
NUVEL model rote = -3.7 mm/yr
Eo°E
v
"5¢3
>
E
0 1984 1985 1986 1987 1988 1989 lg90
0 ...... I' .......... I ........... I Ill ........ I ........... i ........... I ........... Ilql ...... '
(:3O i i i i J I ........ I , l I , I , I , , I , , * I l _ _ _ _ ....... I I I I L 1 1 I I I I I I I I i I I ...... [ ......... , i I ..........
C_4I
Observed Rote = 5.8 + 1.1 mm/yr Wrms of fit = 22.1 mm Reduced Chi square = 1.26
NUVEL model rote = 1.6 mm/yr
7.97
Vector baseline plots for HRAS 085-MAN PEAK
E
c5IC)
C_F'_ 0
0
'g
c
_.J
0m
Baseline length = 1206 kilometers Number of sessions = 33
1983 1984 1985 1986 1987 1988 1989
Observed Rate = 34.3 + .g mm/yr Wrms of fit = 8.5 mm Reduced Chi square = 2.20
NUVEL model rate = 35.5 mm/yr Weighted mean length = 1205751646.7 mm
0o
Eo
ej
>m 0¢-
Ep--
._ 0
m
oo
T
.-.gE_E
v
-5
"_o
>
f-°_
198.3 1984 1985 1986 1987 1988 1989
- ,/ t t 1 ,_
i i , I ........... I ...... , , , , , I ..... ,,, , , , I ......... , , I ........... I ........... I ....
Observed Rote = 16.0 + .8 mm/yr Wrms of fit = 8.3 mm Reduced Chl square = 1.6.3
NUVEL model rote = 27.2 mm/yr
0 1983 1984 1985 1986 1987 1988 1989o
00
IObserved Rote = 8.4 4-4.6 mm/yr
NUVEL model rate = 5.3 mm/yr
Wrms of fit = 42.7 mm Reduced Chi square = 1.18
7.98
Vector baseline plots for HRA$ 085-NRAO 140
E
c50
ooI.Q
c,_ 0
I
c-O
O'_cyC I
_.J
m
C_3
Baseline length = 2355 kilometers Number of sessions = 6
1981 1 982 1983 1984 1985 1986 1987 1988
Observed Rote = -1,0 + 1.0 mm/yr Wrms of fit = 6.7 mm Reduced Chi square = 2.99
NUVEL model rate = .0 mm/yr Weighted mean length = 2354634004.8 mm
goE_o
_>ot-
2
.c 0
003
00
0004
EE
vO0
0c
690
rn 00
I
0 1981 1982 1983 1984 1985 1986 1987 19880 ......... I ........... I ........... I ........... I ........... I 'f ......... I ........... I'''' ....... I .........
,,,, ,I,,[I,ILI,,,,''( ........... i ....... , , ,,i,,, , ....... i .... ,, ,,,, ,I,, ,,, ,, ,,, ,ll, ......... i ..........
Observed Rate = -6.8 + .8 mm/yr Wrms of fit = 5.4 mm Reduced Chi square = 3.55
NUVEL model rate = -7.0 mm/yr
1981 1982 1983 1984 1985 1986 1987 1988....... _'1 ........... I ........... I ........... I ........... I ........... I ........... I ...... _ .... I '_ ........
Observed Rate = -9.1 4- 5.4 mm/yr Wrms of fit = .37.t mm Reduced Chi square = 4.79
NUVEL model rate = -5.4 mm/yr
7.99
Vector baseline plots for HRAS 085-ONSAL&60
E
d_D
CN
O 04,tO_p_
I
c- CD
J
._ ('M
090
m
Baseline length = 7941 kilometers Number of sessions = 107
1981 1982 1983 1984 1985 1986 1987 1988 1989
..... I ........... I ........... I ........... I ........ ''_1 ........... I ........... I ........... I ........... I .....
.... I .... ,,,_,,,I,,,,,,,_,,,I,, ,,,,,,,,,I ........... I ........... I ....... ,,,,I ........... I ........... ( ....
Observed Rote = 13.2 + 1.2 mm/yr Wrms of fit = 29.4 mm Reduced Chi square = 1.96
NUVEL model rate = 15.3 mm/yr Weighted mean length = 7940732256.2 mm
1981 1982 1983 1984 1985 1986 1987 1988 1989
''''''1 ........... I'' ....... ''l ........... I ........... I '_ ........ I ........... I ........... I ........... I ......O
(:3
EEo
_o
i I i i , I ...... iiiiiiiii111111 IIIIIiiiiiiiii I ..... i i i i i i Ii .......... I ........... I ........... I, , ,,,1,,,, ,I .....
Observed Rote = -11.2 + .5 mm/yr Wrms of fit = 12.5 mm Reduced Ch; square = 2.45
NUVEL model rote = -16,0 mm/yr
00
0C'4
EEg
vO
-6 _
aD
0
¢-
-8G9o orm o
O
T
1981 1982 1983 1984 1985 1986 1987 1988 1989
'' .... I ........... I ........... I ........... I ........... I ........... I ........... I ........... 1 ........... I ..... -
,,,LI,,,,,LI .... I ........... I ........... I ........ ,, ,I ........... I ........... I ........... l ........... I .....
Observed Rate = -8.3 4- 1.7 mm/yr Wrms of fit = 41.2 mm Reduced Chi square = 1.41
NUVEL model rote = -5.6 mm/yr
7.100
Vector baseline plots for HRA$ 085-OVRO 150
O
p..O
E_E
d0
,¢ _'3
LO
(2)u'?
I
c-
¢-
m _I
Baseline length = 1508 kilometers Number of sessions = 7.5
1981 1982 198.3 1984 1985 1986 1987 1988
......... I''' ........ f ........... I ........... }''' ''''''''1 .... ' ...... I ........... I'' ......... I .........
Observed Rote = 7.6 + .4 mm/yr Wrms of fit = 7.9 mm Reduced Chi square = 2.08
NUVEL model rote = .0 mm/yr Weighted mean length = 1508195408.2 mm
EoE.O
v
>
¢-
2
.E 0
0m
(:3(:3
T
O 1981 1982 1983 1984 1985 1986 1987 1988O '''' ..... I ........... I ........... I .......... '1 ........... I ....... ''''1''''''' .... I ........... I .........
O
O
A
EEo°
vO4
"6
> O
3o03 c'4
I
+
rlr ..... L #- _F_ 0___Lt , , •
i i i I i i i i I ........... _ i a d i I i i i I i i I i i i I ....... I ..... , , , , ,1 Ii 1, Lt ...... I,,,,,,, ,,,ll ........... I ..........
Observed Rate = -.6 4-.3 mm/yr Wrms of fit = 8.0 mm Reduced Chi square = 2.53
NUVEL model rote = -4.1 mm/yr
1981 1982 1985 1984 1985 1986 1987 1988........ I ........... I ''_ ........ I ...... ' .... I ......... _'1 ...... ' .... I ........... I ........... I ..........
Observed Rote = 2.0 + 1.9 mm/yr Wrms of fit = 41.2 mm Reduced Chi square = 1.77
NUVEL_model rote = 1.5 mm/yr
7.101
Vector baseline plots for HRAS 085-PLATTVIL
O..-_O
E _E
c5
o_o_.¢O
O
I
r"
-J I
6}
{3rm
I
Baseline length = 1060 kilometers Number of sessions = 20
1984 1985 1986 1987 1988 1989....... ] ........... I ....... ' ' ' ' I ........... I ........... I ........... I ....
Observed Rote = -.4 4- 1.1 mm/yr Wrms of fit = 7.4 mm Reduced Chi square = 1.76
NUVEL model rote = .0 mm/yr Weighted mean length = 1060499648.1 mm
o,¢
E
do
_>o
E ¢'N:'= I
60{3m o
I
00,_-
..oE_E
v
"6(3
"Co>
0jc-
o c,4m I
00
I
1984 1985 1986 1987 1988 1989
I , , , , , , I , , , , i ...... L ...... , . , , , I , , . . , , , , , , . I , , , , , , , , , , , I ........... I ....
Observed Rote = -3.5 ± .8 mm/yr Wrms of fit = 5.0 mm Reduced Chi squore = 1.69
NUVEL model rote = -5.0 mm/yr
1984 1985 1986 1987 1988 1989....... I ........... i ........... I ........... I ........... I' .......... I'''
i i i i i i i I ..... , , , , , , I , , , , , , L , , , , L J , L , 1 t , .... I .......... , I , , , , , , , , , , , I , , ,
Observed Rote = -9.9 4-7.4 mm/yr Wrms of fit = 49.1 mm Reduced Chi square = 2.42
NUVEL model rote = -1.1 mm/yr
7.102
Vector baseline plots for HRAS 085-QUINCY
0
EE
d
g_0
II
t-
_o
nn _I
Baseline length = 1850 kilometers Number of sessions = 14
985 1984 1985 1986 1987 1988 1989
' ' I ........... I ..... ' ' .... I ..... ' ' .... I ' ' ' ........ I ........... I ........... [ ....
, I , , , , i _ L .... I ..... , , , , _ , I _ a _ _ i L ..... I , , , , , , , * , * * I ....... , , , , I , f t _ I i i L L L i I ....
Observed Rote = 8.5 + 2.5 mm/yr Wrms of fit = 16.3 mm Reduced Chi square = 5.45
NUVEL model rote = .0 mm/yr Weighted mean length = 1849591449.6 mm
00
A
EoE_
>m 0
._c 0
O3
0(21
7
1.-_0
Ev
-6o
_o>
°_
983 1984 1985 1986 1987 1988 1989' ' I ........... I ........... I ........... I ........... I ........... I ........... I ....
J,
;F
i I .......... ' I I I ' I I ' I I I I I I ...... i i i , i I ....... i i i J [ i _ I i ...... , I , i , i , J i I i i i I ....
Observed Rote = -3.2 -I- 1.4 mm/yr Wrms of fit = 9.1 mm Reduced Chi square = 1.33
NUVEL model rote = -4.9 mm/yr
o 1983 1984 1985 1986 1987 1988 19890
0o
I Observed Rote = -3.5 4- 8.5 mm/yr Wrms of fit = 52.1 mm Reduced Chi square = 2.26
NUVEL model rate = 1.5 mm/yr
7.10,..5
Vector baseline plots for HRA$ 085-RICHMOND
Baseline length =
o1984 1985
EgE
CN
I
_0
;oTE
I
2363 kilometers Number of sessions = .350
1986 1987 1988 1989 1990
.I ........... I ........... I ........... I ........... t ........... I ........... I ..........
Z,
Observed Rote = 2.2 + .3 mm/yr Wrms of fit = 9.8 mm Reduced Chi square = 1.88
NUVEL model rote = .0 mm/yr Weighted mean length = 2362632826.4 mm
01984o
EoOE-v
>O
E
I,--
E O"-= O
00
CN
I
1985 1986 1987 1988 1989 t990
........... I ........... I ..... _'_''1 ........... I ........... I _'' ........ I ..........
, , , , , ...... I , I , , _ i I I , A , I * i i , , I L , i , , I , * a , A ...... I ........... I ........... I ..........
Observed Rote = -7.9 +.3 mm/yr Wrms of fit = 8.5 mm Reduced Chi square = 1.99
NUVEL model rote = -7.6 mm/yr
t-.. C'4
(3m
O0
I
984 1985 1986 1987 1988 1989 1990
........... I ........... t ........... I ........... I ........... I ' ' ' _ ....... I ..........
+
Observed Rote = -3,1 + 1.1 mm/yr
NUVEL model rote = -4.2 mm/yr
........... I ........... I , .........
Wrms of fit = 35.8 mm Reduced Chi square = 1.24
7.104
Vector baseline plots for HRA$ 085-VERNAL
0/--,0
E_E
v
n o
O_p_00
0
I
c-
LO
C-
mI
Baseline length = 1188 kilometers Number of sessions = 6
1986.5 1987 1987.5 1988 1988.5 198g
....... I ........... I ........... I ........... t ........... I ........... I .........
, , , J J i i I ........... I ........... I , , , , i , , , , , , I ........... I ........... I .........
Observed Rate = 1.1 + 3.4 mm/yr Wrms of fit = 7.9 mm Reduced Chl square = 2.90
NUVEL model rote = .0 mm/yr Weighted mean length = 1187981358.6 mm
o
EEo
¢)
>
0c- c'-4•i- I
o_
m 0
i
00cN
EE
vO0
_JL_
>
c-
o3_3
m 00
I
1986.5 1987 1987.5 1988 1988.5 1989
....... I ...... ' I ' I I ] .... r ...... I''''' ' ' .... I ........... I ......... ' ' I ........
, , , , , , _ I i i f t , , I i J i i I i L i I _ h ..... i ........ , , , I , , , , , , , i i , , I i i i i i ...... [ ........
Observed Rote = -.9 + 2.4 mm/yr Wrms of fit = 5.5 mm Reduced Chi square = 2.01
NUVEL model rote = -3.,5 mm/yr
1986.5 1987 1987.5 1988 1988.5 1989
....... I ........... I ........... I ........... I ........... I ........... i .........
....... I , , , , , , , , , , , l , , , , , , , , , , , I , , i , , , i i i , i I , I I I i I ..... I ........... L , , , , , , , ,
Observed Rote = -9.6 -t- 21.1 mm/yr Wrms of fit = 46.9 mm
NUVEL model rote = -.3 mm/yr
Reduced Chi square = 5.27
7.105
Vector baseline plots for HRAS 085-VNDNBERG
EEodO_00_3
F--ob--
t-
J
03_3
OD
Baseline length = 1618 kilometers Number of sessions = 44
1984 1985 1986 1987 1988 1989
' ' I ........... I ........... I ........... I ........... I ........... I .....
Observed Rate -- 35.7 4, .g mm/yr Wrms of fit = 8.2 mm Reduced Chi square = 2.12
NUVEL model rate = 36.6 mm/yr Weighted mean length = 1617713894.9 mm
f_
EooE-
v
@
>
¢-
:-= (:3
_n Im
0004
I
.-..oEoE
v
-6°-*dO
t-
0 1984 1985 1986 1987 1988 19890 ., , I ........... I ..... ' .... ; I ' * ' ........ l ........... I ........... I ....@4
, I , * , , , L L L , , i [ L h L J L L I L , , , l ........... I ........... I ........... I ....
Observed Rate = 25.5 4, 1.0 mm/yr Wrms of fit = 8.8 mm Reduced Chi square = 1.67
NUVEL model rate = 27.9 mm/yr
0 1984 1985 1986 1987 1988 19890 ., , I ........... I ' ' ' ........ I ........... I ........... l ........... I ..... .
00
I
I _ I I I I I I _ i ' ' ' I ........... I ........... I ........... I ........... I ....
Observed Rote = 14.5 4- 5.0 mm/yr Wrms of fit = 43.4 mm Reduced Chi square = 2.28
NUVEL model rote = 7.0 mm/yr
7.106
Vector baseline plots for HRA$ 085-WESTFORD
0
E _E
v
do$2cOo4O_,¢r_
I
t-
O
c
I
Baseline length = 5135 kilometers Number of sessions = 597
1982 1985 1984 1985 1986 1987 1988 1989 1990
....... I ........... I ......... ''1 ........ '''1 ........... I .......... '[ ....... ''''1 ...... '''''i ........... I' .........
I {
Observed Rote = -1.1 4- .3 mm/yr Wrms of fit = 12.8 mm Reduced Chi squore = 2.93
NUVEL model rate = .0 mm/yr Weighted meon length = .5134928007.6 mm
, , I , , , i r I i i , , , [ ....... , , , , I , , , , , i i i , i i I J , i i i i r i r , , I ....... , , ,
Observed Rate = 1.6 + 1.9 mm/yr Wrms of fit = 8.0 mm Reduced Chi square = 2.97
NUVEL model rate = .0 mm/yr Weighted mean length = 1002949390.0 mm
SoE_O
>m (23E
I--
.C_ 0
0m
00
T
00,¢
EE
-,_/00
(3
>
0
03o
m 00o4
I
O 1984 1985 1986 1987 1988O ''1''' ........ I ........ '''I ...... ' .... I ........... I ..........
Observed Rote = -1.8 + 1.7 mm/yr
NUVEL model rote = -2.9 mm/yr
Wrms of fit = 7.2 mm Reduced Chi square = 1.72
1984 1985 1986 1987 1988' ' I ........... ] ......... f ' I ........... I ........... I ..........
t- --T+ t+ + {- - - - t
Observed Rate = -9.1 + 11.2 mm/yr Wrms of fit = 47.2 mm Reduced Chi square = 1.92
NUVEL model rote = 1.5 mm/yr
7.109
Vector boseline plots for JPL MV1 -MOJAVE12
00
EE
v
_3
CO
Z
I
e-
l
¢Jo-
(n 00 0
rn
I
B0seline length = 172 kilometers Number of sessions = 21
1984 1985 1986 1987 1988
...... i ........... t ........... i ........... i .... ' ...... i ..........
_____---4
÷
Observed Rote = 5.9 + 1.2 mm/yr Wrms of fit = 9.0 mm Reduced Chi squore = 3.15NUVEL model rote = -6.9 mm/yr Weighted meon length = 171686437.1 mm
00O4
EooE_
>o
m
00o4
1
0
0o4
EE
"" 0
-6
> 0
"__-- I
o3
r'n 0
0
I
1984 1985 1986 1987 1988...... I ........... I ........... I ........... I ........... I ..........
Observed Rote = 24.0 + 1.0 mm/yr Wrms of fit = 6.5 mm Reduced Chi squore = 1.86
NUVEL model rote = 46.4 mm/yr
1984 1985 1986 1987 1988
...... I ........... I ........... I ........... I ........... I .........
T_ + t ++_+....
i t i i i i I ........... I , , , , , , , , , , , I , , , , , , , , , , i I i .......... I ..........
Observed Rote = 7.5 :1:7.3 mm/yr Wrms of fit = 49.2 mm Reduced Chi squ0re = 1.39
NUVEL model rote = -.4 mm/yr
7.110
Vector b0selTne plots for JPL MV1 -OVRO 150
o
o
r-3
I oj=: o
E¢}.J
0
Om
Baseline length = 3.56 kilometers Number of sessions = 19
1 g85 1g84 1985 1986 1987 1988
#
Observed Rate = -12.0 4- 2.0 mm/yr Wrms 0f fit = 16.2 mm Reduced Chi square = 4.67
NUVEL model rate = -37.8 mm/yr Weighted mean length = 5.55941404.4 mm
A
EooE-v
_o
o Im
0
0
I
EE o
v
>
o I
0 1983 1984 1985 1986 1987 19880 r ' ' I ........... I ........... I ........... I ........... I ........... I ..........
.,I,
i i i I , , , , , , , , , , , I I L i i ...... , I , , , , , , , I i i i I i ..... , , , , , I , , i i L i i i i i i I i i ....... ,
Observed Rote = 19.6 + 1.,5 mm/yr Wrms of fit = 9.8 mm Reduced Chi square = 4.2,2
NUVEL model rate = 27.7 mm/yr
98..3 1984 1985 1986 1987 1988
' ' ' I ' ' ......... I ' .... ' ' .... I ' ' ' ' ..... ' ' I ........... I .......... ' 1 ..........
Observed Rate = 10.1 + 8.4 mm/yr Wrms of fit = 66.2 mm Reduced Chi square = 1.72
NUVEL model rate = .4 mm/yr
7.111
Vector basetine plots for JPL MV1 -PBLOSSOM
0
0
EE
v
¢0
_3_3
_oI
c-
c
I43c
t
Baseline length = 41 kilometers Number of sessions = 7
1984 1985 1986 1987 1988........... I ........... I ........... I ........... I ...........
++
, , ........ l , , , , , , , , , , , ] , , , L L L , , L , , I ........... I ...... , , , , , !
Observed Rote = -2.6 + 2.3 mm/yr Wrms of fit = 7.5 mm Reduced Chi squore = 1.32
NUVEL model rote = -14.0 mm/yr Weighted meon length = 41155683.7 mm
o0
EoE_
42
113>m 0E
t--
.--_ 0
O
CO
00
I
00
EE
0
-6U
.4
> 0
:= f
¢1
rn 0
0
1
1984 1985 1986 1987 1988........... r ........... I ......... / ' I ........... I ...........
Observed Rate = 8.0 + ,3.1 mm/yr Wrms of fit = 9.4 mm Reduced Chi squore = 2.,34
NUVEL model rote = 45.1 mm/yr
1984 1985 1986 1987 1988........... I ........... I ........... 1 ........... I ...... _ ....
Observed Rote = 16.,5 + 25.9 mm/yr Wrms of fit = 90.4 mm Reduced Chi squore = 2.05
NUVEL model rate = -.2 mm/yr
7.112
Vector baseline plots for JPL MV1 -PINFLAT$
E°
v
c5O_
ooo00
I
J_
.J
c- 0
nr_
Baseline length = 172 kilometers
1984 1984.5 1985
-' .... I ........... I ........... I ..........
t -I I i _ I i i ...... ,
Observed Rote = 5.2 + 2.3 mm/yr Wrms of
NUVEL model rate = .0 mm/yr Weighted
Number of sessions = 6
1985.5 1986 1986.5 1987
' I ........... I ........... I ...........
I iiiip .... I ..... ,,,slllJ_L ........
fit = 3.9 mm Reduced Chi square = .70
mean length --- 171805089.7 mm
0
EEo
vC, 4
03 0¢-
2
¢- (_4
03c3
rn 0
I
00
EE
v
o°
oo
I
1984 1984.5 1985 1985.5 1986 1986.5 1987-' .... I .... ' ...... I ........... I ........... I ........... I ........... I ........... I
--t-- - -+-
i i I i i I i i i i i , , , , , , I , , , , , I i i i i i I ........ , i , I , , , J , L L i i , , I ..... , , , , , , I I i i i I ...... J
Observed Rote = 2.2 + 3.0 mm/yr Wrms of fit = 5.5 mm Reduced Chi square = 1.10
NUVEL model rate = 1.5 mm/yr
1984 1984.5 1985 1985.5 1986 t986.5 1987...... I ........... I ........... I ........... I ........... I ........... I ........... 1'
, , , , I , L, i I I t i i i I I I I ........ i I , , , , ,, i I h , * I K .......... I , , , , , , , , , , , I _ J , i i _ ..... I
Observed Rate = -3.3 + 45.5 mm/yr Wrms of fit = 73.7 mm Reduced Chi square = 2.8.5
NUVEL model rote = -1.3 mm/yr
7.115
Vector boseline plots for JPL MV1 -VNDNBERG
00
EE
goo_0r_3000¢No4 0
I
I¢}
<3 0m
I
Baseline length = 228 kilometers Number of sessions = 18
1984 1985 1986 1987 1988.... I ........... I .......... ' I ........... 1 ........... I ..........
t
I i J ' I ........... I .......... _ I , .......... I ......... , , ] ..........
Observed Rote = 8.2 + 1.5 mm/yr Wrms of fit = 7,8 mm Reduced Chi squore = 2.54
NUVEL model rote = .0 mm/yr Weighted mean length = 228030979.5 mm
0 1984 1985 1986 1987 19880 .... I ........... I ........... I ........... I ........... I ...... _ ' ' '
To
>o
._ o
cn I
m
00
I
00
_-.. o4EE
om
0O
I
i i i i [ i .......... i ........... i ...... , .... f ........... i ..........
Observed Rote = 14.0 4- 1.7 mm/yr Wrms of fit = 8.g mm Reduced Chi squore = 2.17
NUVEL model rote = 2.0 mm/yr
1984 1985 1986 1987 1988.... I ........... I ........... I ........... I ........... I ..........
+
.... i ........... i , , , , , * ..... i ........... i ........... i ..... i i i i i
Observed Rote : 3.4 4- 20.3 mm/yr Wrms of fit = 98.5 mm Reduced Chi square : 5.01
NUVEL model rote = 1.6 mm/yr
7.114
Vector boselTne plots for KASHIMA -KAUAI
Eg
d.¢
o oo
8gI o
03
rn
Baseline length = 5709 kilometers Number of sessions = 66
1985 1986 1987 1988 1989 1990 1991
...... I ' ' ......... I ........... I ......... ' ' I ........... J ........... i ........... I .....
Observed Rate = -63.3 4- 1.0 mm/yr Wrms ef fit = 13.1 mm Reduced Chi square = 2.78
NUVEL model rate = -69,6 mm/yr Weighted mean length = 5709360244.2 mm
0 1985 1986 1987 1988 1989 1990 1991OL'''''I ........... I''' ........ I ........... I ...... ' .... I ........... I ........... [ .....
LEoE L¢)
v
Q>
c-
.E 0
na
o
o
+++
r i i , , i ...... , i i , , I i , i , i i i i i i , I ........... I , , , , , , , , , , , I ....... i , i i I i i i i i i ..... [ i i
Observed Rote = -8.5 4-.6 mm/yr Wrms of fit = 7.3 mm Reduced Ch; square = 1.78
NUVEL model rate = -17.7 mm/yr
oo
EE°o
vO4
"54--'
> o
rn o4I
1985 1986 1987 1988 1989 1990 1991
...... I ....... ' ' ' ' I ........... I ' ' ......... I ........... I ........... I ........... I .....
i i i i i I i i ........ , I i , i i i i i i i i i I i I i i i J i L L J L I .......... L I i , , i i i i , i i i I I i i i I i ..... I .....
Observed Rate = -4-5.1 4- 1.9 mm/yr Wrms of fit = 26.5 mm . Reduced Chi square = 1.97
NUVEL model rote = -27.7 mm/yr
7.115
Vector b0seline plots for KASHIMA-KWAJAL26
Baseline length --
_:_84.5 1985,-..oE-tE
_.D O4
_ o
I
_0
II)r-
I
5936 kilometers Number of sessions = 16
1985.5 1986 1986.5 1987 1987.5 1988 1988.5
........... I ........... I ........... I ........... I ........... I ''_ ....... i ........... I ........... I'' '
Observed Rate = -70.6 + 3.0 mm/yr Wrms of fit = 14.5 mm Reduced Chi square = 2.38
NUVEL model rote = -79.5 mm/yr Weighted mean length = .5936330637.0 mm
_84.5 1985 1985.5 1986 1986.5 1987 1987.5 1988 1988.5O ........... I ........... I ........... ! ........... I ........... I ........... I ........... F ........... I'''04
E8E-
_o
OO
I
........... 1 ........... I ........... I * ......... ,I ........... I ........... l,,,i,, ,, ,,Ll,,i, ,,,IL,il,,i
Observed Rote = 30.3 + 1.9 mm/yr Wrms of fit = 10.6 mm Reduced Chi square = 1.88
NUVEL model rote = 27.7 mm/yr
_2_84.5oO4
E oE
v
-5
aj
O
O04
I
1985 t 985.5 1986 1986.5 1987 1987.5 1988 1988.5
........... I ........... 1 ........... i ........... I''''' ...... I ........... I ........... I ........... 1''''.
Observed Rate = -12.9 + 8.5 mm/yr Wrms of fit = 42.5 mm Reduced Chi square = 2.07
NUVEL model rote = -14.8 mm/yr
7.116
Vector baseline plots for KASHIMA -MOJAVE12
Baseline length =
_984 1985_-_0
E _E
Oo_ 0
g0
I
go-_Tc-
I
8092 kilometers Number of sessions = 56
1986 1987 1988 1989 1990 1991
' ' ' _ ....... I ..... _ ..... I ........... I ........... I ...... ' ' ' _ ' I ........... I ........... I ' ' '1
+ + ++ *+
Observed Rote = -7.6 4- 1.3 mm/yr Wrms of fit = 18.9 mm Reduced Chi square = 2.54
NUVEL model rote = .0 mm/yr Weighted mean length = 8091824106.1 mm
c_9840
EoE_
m 0¢-
2b..-
.-- 0
0
m
00
T
1985 1986 1987 1988 1989 1990 1991
.......... I ........... I ........ _''1 ........... I ........... I ........... I ........... I'''.
+ ÷ i
I I ........ , I , , , , , , , , , * , I ....... , , , , I , , , , , , , , , , , I ......... , , I , , , , , , J i i i i J i .......... I , ,
Observed Rote = 8.4 +.4 mm/yr Wrms of fit = 5.8 mm Reduced Chi square = 1.03
NUVEL model rote = -1.8 mm/yr
_9840t'q
_-..0
Ev
-6
_o{D
>
c-
_T
1985 1986 1987 1988 1989 1990 1991
/
0
I0 i ........ , , I i i , , , , , j , , i I ........... I .... I i i i , I i I ....... i i I i I i i L i I ...... I ...... ' , ' , _ I ' '
04
IObserved Rote = -17.0 + 2.0 mm/yr Wrms of fit = 28.0 mm Reduced Chi square = 2.02
NUVEL model rote = -3.8 mm/yr
7.117
Vector baseline plots for KASHIMA -ONSALA60
E
eq
d0
00
0"]
I
c- 0
C
m
Baseline length = 7970 kilometers Number of sessions = 7
1986 1987 1988 1989 1990 1991
....... I ........... I ........... I ........... I ........... I ........... ( .......
÷+ t +
i i i i i i I ........... I , , , , , , , , , , , I I i J L I i i _ i , I I k i A i , L ..... I ........... I , , , , , , ,
Observed Rate = -9.3 + 7.2 mm/yr Wrms of fit = .34.4 mm Reduced Chi square = 7.87
NUVEL model rate = -.:3.1 mm/yr Weighted mean length = 796964.5044.4 mm
Eo
c-
F--
.c 0
m
Oo
I
_o
om I
0 1986 1987 1988 1989 1990 19910 ....... 1 ........... I ..... '' .... 1 ...... ' .... I ....... ''''1 ........... I .......
F
Observed Rate = 8.0 + 2.3 mm/yr Wrms of fit = 8.5 mm Reduced Chi square = 4.17
NUVEL model rate = -6.0 mm/yr
0 1986 1987 1988 1989 1990 19910 ....... I ........... I ........... I ........... I .......... 't ........... I .......
00C_
IObserved Rate = -23.3 + 5.7 mm/yr Wrms of fit = 26.9 mm Reduced Chi square = 2.82
NUVEL model rote = -26.9 mm/yr
7.118
Vector bcseline plots for KASHIMA -RICHMOND
0_--,0
E_E
v
+ooO0 C'4(:3
O0
O_to-
O 0
I
_0E 0
Co_
I
Baseline length =- 10280 kilometers Number of sessions = 29
1987.5 1988 1988.5 1989 1989.5 1990..... I ........... I ........... t ' .......... I ........... I ........... I ....
+++ TJ+t+
Observed Rote = 8.7 ± 6.3 mm/yr Wrms of fit = 55.8 mm Reduced Chi squore = 1.32
NUVEL model rote = .0 mm/yr Weighted mean length = 10279840860.1 mm
E
v
(9
>
E
._- 0
{3
03
C30
T
0(:3
EE
0
-6c_
>
_ 0¢-
m 0
0
I
0 1987.5 1988 1988.5 1989 1989.5 19900 ..... I ........... I ........... I ........... I ........... I ........... I ....
t+_1{+ {{++__ t++ t
, , [ j i I , , i I i i i i _ 1 1 i I ....... i I , J , , I J L , , I ? , I I , i n I ...... , l , , , , + + + , , , , I , , , ,
Observed Rote = 4.6 ± 2.2 mm/yr Wrms of fPt = 11.0 mm Reduced Chi squore = .97
NUVEL model rote = -9.7 mm/yr
1987.5 1988 1988.5 1989 1989.5 1990+ _ ' ' ' I ........... I ........... i ........... ] ........... ] ........... I ....
Observed Rote = -46.0 ± 7.6 mm/yr Wrms of fit = ,.39.5 mm Reduced Chi squore = 1.56
NUVEL model rote = -1,5.2 mm/yr
7.119
Vector baseline plots for KASHIMA -$ESHAN25
0
E_E
v
0004a_
co
I
c-
q3--J I
c-
oo
03I
Baseline length = 1876 kilometers Number of sessions = 15
1988.5 1989 1989.5 1990 1990.5 1991 1991.5...... I ........... I ........... I ........... I ........... I ........... I ...........
, , L , L * L J L i L , , , , , i , I ........... I ........... I ........... I .......... I h , , , , , i i, , _ L
Observed Rote = -28.2 ±.3.4 mm/yr Wrms of fit = 10.9 mm Reduced Chi square = 5.23
NUVEL model rate = -11.0 mm/yr Weighted mean length = 1875920080.0 mm
E
>
2
.E 0
oQ3
00
T
0 1988.5 1989 1989.5 1990 1990.5 1991 1991.5
00
0
> 00
Q)
O
m 00cq
I
+ ,+ ÷
, i i L All, L i ........ I ........ t,, I ........... ] ........... I ........... I ...... i i i J i
Observed Rote : -17._ ± 2.2 mm/yr Wrms of fit : 7.1 mm Reduced Chi square : 3.19
NUVEL model rote -- -2.7 mm/yr
1988.5 1989 1989.5 1990 1990.5 1991 1991.5....... I ........... I ........... I ........... I ........... I ........... I ...........
......+ +
...... i ........... i , , , ........ i ........... i .......... , t ........... i , i i i i i i i i L i
Observed Rote = 12.4 + 7.8 mm/yr Wrms of fit = 24.8 mm Reduced Chi square : 2.09
NUVEL model rote = -.3.2 mm/yr
7.120
Vector baseline plots for KASHIMA -TSUKUBA
00
EE
v
L{3CO
k'30
I
c-
¢-
I<#
c-
03
oI
Baseline length = 55 kilometers Number of sessions = 7
1985 1986 1987 1988 1989
..... I ........... I ..... ' ..... I ........... I ........ ' ' ' I .........
..... q..... i__ t
i i i i i , I .... , , , , , , , I i i i r i i ..... I , , , , i , , , , , i I i t _ _ i i ..... I , , , , , , , , i
Observed Rote = -3.1 + 2.5 mm/yr Wrms of fit = 7.7 mm Reduced Chi square = 1.14
NUVEL model rate = .0 mm/yr Weighted mean length = 54548552.5 mm
EooE-
v
{.-
2
0313
m
0 1985 1986 1987 1988 1989LC) ' ' .... I ' ..... ' .... I ........... I ' ' ' ..... ' ' ' I ' ' ' ........ I ' ' .... ' ' '
0UO
I
0
004
EE
v 0
-6
03(3
rn 0
0
I
Observed Rate = -.1 + 1.5 mm//yr Wrms of fit = 4.8 mm Reduced Chi square = .47
NUVEL model rote = .1 mm/yr
1985 1986 1987 1988 1989...... I ....... ''''1 ........... I ........... I ........... I''' ......
Observed Rate = 24.3 :1:15.6 mm/yr Wrms of fit = 46.7 mm Reduced Chi square = 2.13
NUVEL model rote = -.1 mm/yr
7.121
Vector b0seline plots for KASHIMA -VNDNBERG
0
50°
I
DO
_o"7
#gI
Baseline length = 7914 kilometers Number of sessions = 27
0 i' 1 ........... J ' r ' ........ I ...... ' .... I ''_''_ ..... I ........... I ........... I ........... f'''' ....... I ...........EgE
>
_ 0
00
._ 0
m
00
I
,I,,,i,,,,,,,lt,, ........ I,,,,,,,,,,,I,,i,, ...... I,,,,,,,,,,,1,1,, ....... I ..... ,,,,,,!,,,,, ...... I ...........
Observed Rate = 16.7 -{- 3.3 mm/yr Wrrns of fit = 10.9 mm Reduced Chi squore = 6.4-1
NUVEL model rate = -2.8 mm/yr
0o
@4
c-°_
0004
I
985.5 1986 1986.5 1987 1987.5 1988 1988.5 1989 1989.5 1990''l ........... I ........... I ........... I ........... I ........... I ...... ' .... I ....... ''''1 ........... I ....... ''''
Observed Rote = -26.0 + 6.0 mm/yr Wrms of fit = 23.6 mm Reduced Chi square = 2.11
NUVEL model rote = -18.7 mm/yr
7.125
Vector baseline plots for KASHIMA -WE-I-i-ZELL
Ccoo
_N
c5PO
ID¢M O
00 OkO
00
4
c- O
¢-
J
oI3
rT_
Baset;ne length = 8476 kilometers Number of sessions = 12
1985 1986 1987 1988 1989 1990
.... I ........... I ........... I ........... I ........... I ........... ] ' ' '
-F -F -
+
Observed Rate = -20.5 :t: 4.5 mm/yr Wrms of fit = 26.4 mm Reduced Chi square = 2.93
NUVEL model rate = -.5.7 mm/yr Weighted mean length = 8475826930.4 mm
CoC_
v
a3
aD
(n 0c.
2p-
tDO;3
00
I
0 1985 1986 1987 1988 1989 1990O .... I ........... I ........... I ........... I ..... ' ..... I ........... I ....
OO,¢
Codo
:> O
rn O4
I
m
+ _{
.... I .......... , [ , , , , , i , , , , , I , , , , , , i t i r I I i i i i b i i b _ i , I ........... I ....
Observed Rate = 6.7 ± 2.2 mm/yr Wrms of fit = 11.5 mm Reduced Chi square = 5.08
NUVEL model rate = -5.5 mm/yr
1985 1986 1987 1988 1989 1990.... I ........... I ........... I ........... i ........... I ........... I ....
+
, , , l , , , i , , , , , , , I , , , , I i , i L I I I , , , , , , , I I I I I I I I I ....... I ........... t ....
Observed Rote = -28.9 + 7.1 mm/yr Wrms of fit = 42.5 mm Reduced Chi square = 5.30
NUVEL model rate = -29.3 mm/yr
7.124
Vector baseline plots for KAUAI -KWAJAL26
Baseline length =
01984.5 1985_-_oE_E
_D
r__ 0
I
..C
Q).J I
._
m _I
3725 kilometers Number of sessions = 20
1985.5 1986 1986.5 1987 1987.5 1988 1988.5
!l ........... I ........... I ........... I ........... I ...... '_'''1 ........... I '' ......... I ........... I ' ' '
Observed Rote = .2 + 2.9 mm/yr Wrms of fit = 17.1 mm Reduced Chi square = 3.11
NUVEL model rote = .0 mm/yr Weighted mean length = 3725196314.7 mm
o 1984.5o
EoE_O
_>o
i0
ffl
00
1985 1985.5 1986 1986.5 1987 1987.5 1988 1988.5
"1 ........... I ........... I '_ ......... I ........... [ ........... I ........... I ........... I ........... I _''
Observed Rote = 3.7 + 2.1 mm/yr Wrms of fit = 13.0 mm Reduced Chi squore= 2.29
NUVEL model rote = 6.3 mm/yr
01984.5o04
E oE
v
-6(J
_. 0
>
t-
&7
00
I
1985 1985.5 1986 1986.5 1987 1987.5 1988 1988.5
Observed Rote = 54.2 + 7.9 mm/yr Wrms of fit = 48.7 mm Reduced Chi square = 2.22
NUVEL model rote = 28.5 mm/yr
7.125
Vector basel;ne plots for KAUA] -MOJAVE12
Ecoo
_O
,Z3 0
0
r'3
¢.- _
_t¢-
-J
£33
Baseline length = 4304 kilometers Number of sessions = 65
1985 1986 1987 1988 1989 1990 1991 1992
...... I ........... I ........... I ........... I ........... I ........... I ........... I ...........
i i _ i b I i i I i i i i i i i L ] I ....... i I i I I I I I i I I i I , , I ........... [ .......... , I , , , , , , , , , , , I ...........
Observed Rote = 20.2 + .5 mm/yr Wrms of fit = 8.7 mm Reduced Chi squore = 2.92
NUVEL model rote = 21.3 mm/yr Weighted meon length = 4303581335.6 mm
o
°E
>
c-
2O
c- (_4
m0
o
I
ooCN
E
o
>
c-
0_0
CO 0
0
I
1985 1986 1987 1988 1989 1990 t991 1992....... I ........... I ........... I ........... I ........... I ........... l' .......... t ...........
Observed Rote = 64.1 + .3 mm/yr
NUVEL model rote = 69.7 mm/yr
Wrms of fit = 6.1 mm Reduced Chi squore = 1.71
1985 1986 1987 1988 1989 1990 1991 1992...... 1 ........... i ........... I ........... I ........... I ' ' ' ........ I ........... I ........ ' ' '/
1°I+ +
- _ + +
Observed Rote = -15.0 + 1.2 mm/yr Wrms of fit = 21.5 mm Reduced Chi squore = 2.11
NUVEL model rote = -17.3 mm/yr
7.126
Vector baseline plots for KAUAI -NRA085 5
EEoO
O4
c5ou3
o oO00o4
p...
I
c" 0
c
_.J
0rn
Baseline length = 7208 kilometers Number of sessions = 129
1989.5 1990 1990.5 1991 1991.5 1992
......... ' l ....... ' ' ' ' I ........... I ' ' ' ........ I ........... I ........... I '
, ,t++++,,+++++++ +
I I I I L .... I ....... , i i , [ i i i i I i i i i i A _ i I ......... I I l I ' I I ' I I I I J I I I I I I I .... 1
Observed Rote = 11.2 + 2.5 mm/yr Wrms of fit = 19.0 mm Reduced Chi square = 2.67
NUVEL model rate = 15.1 mm/yr Weighted mean length = 7208031500.8 mm
00
EE
v
>0_C
zoo
c-
03
moooC'4
I
0
0
EE
vO0
-60_
>
O3
m 0
0o4
I
1989.5 1990 1990.5 1991 1991.5 t992.......... I _ .......... I ........... I ........... I ........... I ........... I',
..... , , , , I , , , , , , , , , i , I , , L , j ...... I .... , , , , , , , I , , i , , , J , , . , I .......... , I
Observed Rote = 66.3 ± 1.2 mm/yr Wrms of fit = 9.8 mm Reduced Chi square = 1.86
NUVEL model rote = 62.9 mm/yr
1989.5 1990 1990.5 1991 1991.5 1992
, , , , , , , , , I , , , , , , , , . , , I ......... , , I , , , , , , , , , , , I , , , , , , , .... I ........... I
Observed Rote = -40.8 ± .3.2 mm/yr Wrms of fit = 25.5 mm Reduced Chi square = 1.53
NUVEL model rote = -26.8 mm/yr
7.127
Vector baseline plots for KAUAI -RICHMOND
Ezooc5O_
_0 0O_
c
_J
rn
Baseline length = 7453 kilometers Number of sessions = 98
1988.5 1989 1989.5 1990 1990.5 1991 1991.5 1992
.... I ........... I ........... I ........... I ........... I .... ' ...... I ........... I ........... _ '
Observed Rate -- 29.2 -I- 2.8 mm/yr Wrms of fit = 20.t mm Reduced Chi square -- 2.05
NUVEL model rate = 27.3 mm/yr Weighted mean length = 7452634419.4 mm
00
EE
v
_J>¢/1
took--
c-
(/3
o¢q
I
0
0
EE
v
• - £NI
>
¢-
:-= 0QJ93
rm
00¢N
I
1988.5 1989 1989.5 1990 1990.5 1991 1991.5 1992
' ' ' I ........... I ........... I ........... I ........... I ........... I ........... I ........... I '
I i i I i i i i ....... I ........... Ii,,,,,,,,,,I,,,i,, ,i,i ,_,liiii ..... _ ........... I ..... , I .... I
Observed Rate -- 58.0 + 1.3 mm/yr Wrms of fit = 9.4 mm Reduced Chl square = 1.48
NUVEL model rate = 54.1 mm/yr
1988.5 1989 1989.5 1990 1990.5 1991 1991.5 199;
" ' ' ' 1 ........... I ........... I ........... I ........... t ........... _ ........... I ........... I '"
Observed Rate = -38.5 + 4.2 mm/yr Wrms of fit = 29.8 mm Reduced Chi square = 1.68
NUVEL model rote = -33.0 mm/yr
7.128
Vector boseline plots for KAUAI -SESHAN25
A
EE
v O
03if3
O_O4O
rOp...
g
J
.E O
Pn
Baseline length = 7,310 kilometers Number of sessions = t8
1988.5 1989 1989.5 1990 1990.5 1991 1991.5 1992
...... I ........... I ........... I ........... I ........... I ........... I ........... I ........... I
Observed Rote = -83.1 + 4.5 mm/yr Wrms of fit = 19.5 mm Reduced Chi squore = 3.11
NUVEL model rote = -72.7 mm/yr Weighted meon length = 7,310293974.9 mm
E_ov
_0 0
2p-
.E 0
I3¢n
00
EgE
v
-6(D
_o
0 1988.5 1989 1989.5 1990 t990.5 1991 1991.5 1992
0 ...... I ........... i ' ' ' ' ....... ] ........... I ........... I ........... I ........... I ........... i,
Observed Rote = -25.1 4-2.5 mm/yr Wrms of fit = 11.5 mm Reduced Chi squore = 2.67
NUVEL model rote = -22.5 mm/yr
0 1988.5 1989 1989.5 1990 1990.5 1991 1991.5 19920 ...... I ........... I ........... r '''_ ....... I ........... I ........... I ........... I' .......... I,
+
0
O i i i i i i I i ........ , ,I , , , . I L , , , , , I .... i , I , . . i ] i h t 11 I I I , I I I ........... I, , , , , , , , . , ,I , I ......... I0"4
I Observed Rote = 38.8 4- 8.4 mm/yr Wrms of fit = 36.0 mm Reduced Chi squore = 4.05
NUVEL model rote = 29.0 mm/yr
7.129
Vector baseline plots for KAUAI -VNDNBERG
O
E _E
d_oO,4O4LO¢'4P_
I
c"
U I
_o133
I
Boseline length = 5973 kilometers Number of sessions = 52
1985 1986 1987 1988 1989 1990...... I ........... ] ........... I .......... I I ' , T ........ I ........... I T
+ + t¢ + + ++++L_
+ t +
Observed Rote = 2.3 + 1.8 mm/yr Wrms of fit = 15.5 mm Reduced Chi squore = 5.40
0 1985 1986 1987 1988 1989 199(O ...... I ........... J ........... I ........... I ........... t ........... I '
0004
IObserved Rote = 32.8 + .9 mm/yr
NUVEL model rote = 27.2 mm/yr
Wrms of fit = 7.8 mm Reduced Chi squ0re = 2..34
1985 1986 1987 1988 1989 1990
...... I ........... t ........... 1 ........... 1 ........... I ........... I 1
+
÷ t .
, , , , , , I , , , , , , , , , , i I , , , , i , , , , , , i ........ , , , I .... , , , , , , , [ , , , , , , , , , , , t ,
Observed Rote = -20.2 ± 3.5 mm/yr Wrms of fit = 29.-3 mm Reduced Chi squore = 1.99
NUVEL model rote = -23.3 mm/yr
7.150
Vector baseline plots for KODIAK -MOJAVE12
Baseline length = 3574 kilometers
c_ 987.5 1988 1988.5/-..oE_E
d
_D
r-- L
I
c"
1Observed Rate -- -1.4 +3.1 mm/yr
NUVEL model rate = .0 mm/yr
Number of sessions = 10
1989 1989.5 1990 1990.5
• l ........... I ........... I ........... I ........... I .... _ ...... I ........... I '
Wrms af fit = 9.8 mm Reduced Chi square = 1.07
Weighted mean length = 5574416153.2 mm
1987.5
0
EEo
>m 0
2I.--
c- _,1
120 0
I
1988 1988.5 1989 1989.5 1990 1990.5
Observed Rate = -3.6 ± 1.7 mm/yr Wrms of fit = 5.4 mm Reduced Chi square = 1.32
NUVEL model rote = -6.0 mm/yr
Jo04
/-..oE oE
v
>
._
o
187.5 1988 1988.5 1989 1989.5 1990 1990.5
.I ........... I ........... I ........ _''1 .......... '1 ........... I ''_ ........ _'
0
04
IObserved Rate = 6.9 + 7.4 mm/yr Wrms of fit = 25.5 mm Reduced Chi square = .55
NUVEL model rate = 1.5 mm/yr
7.131
Vector baseline plots for KWAJAL26-MOJAVE12
Baseline length = 7577 kilometers Number of sessions = 17
01984.5 1985 1985.5 1986 1986.5 1987 1987.5 1988 1988.5/--_C) '1 ........... I ........... I ........... I ........... I ........... I ........... I ........... I ........... I'' '
E
qDO0
I
Wo°_'7t-
noJllllll ..... 1 .... , , ,,,,,I,,, ,,,,,,,,I,,,, ,,, ,,,,[L, ......... I ........... I,,,,,, , .... I ........... I,,,
Observed Rate = 14,1 + 6.2 mm/yr Wrms of fit = 29.7 mm Reduced Chi square = 3.23
NUVEL model rate = 22.0 mm/yr Weighted mean length = 75769.38615.2 mm
!1 ........... I ........... I ........... I ........... I ........... I ........... I ........... I ........... ['' '
_o
mot
00("4
L
I A i i i ....... l,, ,,,, ,,, ,,I,,, ,,,,,,,,I,i, ........ I ........... I ....... , ,,, I , , , ,, ...... I, .......... I , , ,
Observed Rote = -.38.5 + 8.2 mm/yr Wrms of fit = 42.0 mm Reduced Chi squore= 1.82
NUVEL model rote = -31.5 mm/yr
7.t52
Vector basel;ne plots for KWAJAL26-VNDNBERG
Baseline length = 7298 kilometers Number of sessions = 12
ol 984-.5 1985 1985.5 1986 1986.5 1987 1987.5 1988 1988.5_0 .'1 ........... I ........ '' '1 ........... I ........... I ........... I ...... ' .... I ........... I ......... ' '1 ' '_._
1E
H
dl
c
I ...... ,,,,,I,,,,,,, .... I ...... kllllllltllllllll I,
.'1 ........... I ........... I ......... ''l ........... I ......... I l I I I ....... I I I ........... I .... ' ...... I' ''
I ....... ,,,,LI,IL+ ...... I t + i i i i , i i i , I i + i I i i .... + I t i , , i , , i i , i I i i i i i ...... I ........ I I , I , , J I .... ,, ,I, ,
Observed Rate = 38.9 ± 4.9 mm/yr Wrms of fit = 16.2 mm Reduced Chi square = 3.18
NUVEL model rate = 35.2 mm/yr
o198¢.5 1985oC,4
EgE
v
-6_J
"_o
>
ajc-
o
1985.5 1986 1986.5 1987 1987.5 1988 1988.5
00 i i i i I i i i i i _ i i I ........... I , i i , i i i i i i i I , i i , i ...... ] ..... Illl, ill ill ll,ii Ill iii ii ...... I ........... I, ,0,4
lObserved Rate = -54.4 ± 17.0 mm/yr Wrms of fit = 55.8 mm Reduced Chi square = .3.40
NUVEL mode1 rate = -46.9 mm/yr
7.1..55
Vector baseline plots for MARPOINT-RICHMOND
0/--.0
E_E
6n oO3
_3("4,¢
I
t-
J I
C
m
Baseline length = 144.3 kilometers Number of sessions = 22
1988 1988,5 1989 1989.5........... I ........... I ........... I ........... I ....
, I I I I I I I I L I I I I I I I I I r I I I I L I I I I I I I I I I I I I I I I I I t I _ I I I I I I I
Observed Rate = .6 + 4.4 mm/yr Wrms of fit = 12.9 mm Reduced Chi square = 2.54
NUVEL model rote = .0 mm/yr Weighted mean length = 1442649215.1 mm
0
E_
c-
2F--
Q_C
"@ocoo
CO
0u'3
coE
v
-6co
_. 0aj>
o o4m I
1988 1988.5 1989 1989.5.......... I ........... I ........... I ........... r ' ' '
........... l ........... i ........... I ........... I I I i i
Observed Rote = -5.4 ± .3.4 mm/yr Wrms of fit = 9.7 mm Reduced Chi square = 2.50
NUVEL model rote = -4.5 mm/yr
0 1988 1988.5 1989 1989.50 ........... I .... '' ..... I ......... ''I ........... L ....
00
I
f
Observed Rote = 14.4 ± 14.2 mm/yr Wrms of fit = 40.7 mm Reduced Chi square = 1.52
NUVEL model rote = .0 mm/yr
7.154
Vector baseline plots for MARPOINT-WESTFORD
0
0
EE
O_O0m.
Cop_
c-
¢-
_0 (:D
i3D
I
Baseline length = 676 kilometers Number of sessions = 9
1983 1984 1985 1986 1987 1988 1989
-{
tObserved Rote = 1.4 4- 1.5 mm/yr Wrms of fit = 12.0 mm Reduced Chi square -- 5.34
NUVEL model rote = .0 mm/yr Weighted mean length = 676178920.g mm
EoE_
v
>os 0c
.E 0
{3
¢n
(ZD0
I
0
0
EE
v
._
>
o°
0m
0
0
I
0 1985 1984 1985 1986 1987 1988 19890 ...... I ........... I ........... I ........... I .... '''''''1 ........... I' .......... I ....
, L L i , , I .... ,, ,,,,,I ,, ,,,L,, ,,,I .... , , , , , , , I , , , , i , ..... I,,,,,,,, ,,,I,f,,,r fl,,,I .....
Observed Rote = -.8 + 1.1 mm/yr Wrms of fit = 8.9 mm Reduced Chi square = 4.57
NUVEL model rote = -1.8 mm/yr
1983 1984 1985 1986 1987 1988 1989' ...... I ..... ' ..... I ' ' ......... I ........... I ........... I ......... ' ' I ........... I ....
Observed Rate = -5.3 4- 7.0 mm/yr Wrms of fit = 53.7 mm Reduced Chi square = 5.47
NUVEL model rate = -.9 mm/yr
7.155
Vector boseline plots for MEDICINA-ONSALA60
EEo
v
c5
p,,.
I
c- q
_s
ffl
m
Baseline length = 1429 kilometers Number of sessions = 13
..... I ........... I ........... I ........... I ........... I ........... I ........... I ........... I ........... I .....
oF_
Observed Rote = -4.7 4- 1.3 mrn/yr Wrrns of fit = 4.5 rnrn Reduced Chi squore = 3.93
NUVEL model rote = -2.3 mm/yr
Ev
-6(J
0>
eJ¢-
ca db
0 1987.5 1988 1988.5 1989 1989.5 1990 1990.5 1991 1991.5O ..... I ........... I ......... ''I ........... I ........... T ........... I ........... I ........... I ........... I .....
oo
T
-t÷ { +
I .... I ........... I ........... t,,,,,,, .... I ........... I .... ,,,,,,,I ........... I ........... I ........... I .....
Observed Rote = -6.6 4- 5.1 mm/yr Wrms of fit = 18.6 mm Reduced Chi square = 4.69
NUVEL model rote = .3.3 mrn/yr
7.156
Vector baseline plots for MEDICINA-WF-TTZFLL
(:3
C)
EE
v
,¢_4C,4
i
c-
O_
I
¢-
69 00 (:3
133
I
Baseline length = 522 kilometers Number of sessions = 22
1987.5 1988 1988.5 1989 1989.5 1990 1990.5 1991 1991.5 1992...... I ........... I ........... I ........... I ........... I ........... I .... _'' .... I ........... I ........... I ......... _'
[_ _- - _ ;-*** --'*T --*-- --
lillilllln ........ I,,,,,,,,,,,I ........... {,,,,,,,,,,il .......... ,I,,,,,,, .... I ......... ,,I,,,,, ...... I ..........
Observed Rate = -2.2 4- .5 mm/yr Wrms of fit -= 2.7 mm Reduced Chi square = 1.71
NUVEL model rate = .0 mm/yr Weighted mean length = 522461126.3 mm
O 1987.5 1988 1988.5 1989 1989.5 1990 1990.5 1991 1991.5 1992O .r' ..... I ........... I''' ........ I ........... I ........... I ........... I ........... I ........... I ........... I _ ..........
0
C3LO
I
,,,,,,I, .......... l,,,,,,,,,llJ,iJrLll .... I.......... ,I,,,,,,,,,,,I,,,,, ...... I ......... ,,I,,,, ....... I ..........
Observed Rate = -2.2 _-i: .6 mm/yr Wrms of fit = 3.1 mm Reduced Chi square = 1.90
Observed Rate = 2.9 -t- 2.9 mm/yr Wrms of fit = 16.6 mm Reduced Chi square = 3.51
NUVEL model rate = 1.5 mm/yr
7.157
Vector bcsel[ne plots for MOJAVE12-MON PEAK
OO
EE
2
I
Baseline length = 274 kilometers Number of sessions = 36
1984 1985 1986 1987 1988 1989 1990...... 1 ........... I ........... I ' '_ ........ I ........... i ........... I ........... I .........
C-
I
0
I Observed Rate = -22.1 + .9 mm/yr
NUVELmodel rate = -39.9 mm/yr
I,
Wrms of fit = 9.5 mm Reduced Chi square = ,.3.92
Weighted mean length = 274055789.4 mm
E_v
>
c- 0:-= 0
m
ooo4
I
E2E
v
-6
"_o>
O 1984 1985 1986 1987 1988 1989 1990O ...... I ........... I ........... I ........... _ ........... I ........... I ........... _ ..........
Observed Rate = 23.9 + .8 mm/yr Wrms of fit = 7.7 mm Reduced Chi square = 6.06
NUVEL model rate = 24.1 mm/yr
0 1984 1985 1986 1987 1988 1989 19900
00O4
I
t
Observed Rate = .8 4- 4.6 mm/yr Wrms of fit = 4,5.4 mm Reduced Chi square = 1.70
NUVEL model rate = -.7 mm/yr
7.158
Vector boseline plots for MOJAVE12-NOTO
0
._.0
E _E
v
doo_3
_0
O0
,¢a'J 0
I
c-
J I
E
m _I
Baseline length = 942.5 kilometers
1989.5 1990' ' I ........... I .....
Number of sessions = 10
1990.5 1991 1991.5...... I ........ ' ' ' I ........... 1 .....
i I i L i i i i i i , , , [ , , , , , , , , J , I I i J i i i i i i r i i I .... , , , b , _ i I p ....
Observed Rate = -2.5 + 6.1 mm/yr Wrms of fit = 15.7 mm Reduced Chi square = .96
NUVEL model rote = 14.0 mm/yr Weighted mean length = 9422863899.3 mm
EoE_
>_ 0c"
.E 0
0m
00
I
Ev
_o
>
¢-
_o
0 1989.5 1990 1990.5 1991 1991.50 ''1 ........... I ........... i .......... '1''' ........ I'''''
+ +t4
i I ..... , , , , , L I J i i , i i h i i i L I i I i i i i i t r I t I _ i t i i ..... , I , , I i ,
Observed Rate = -1.5.6 + 2.9 mm/yr Wrms of fit = 7.5 mm Reduced Chi square = 1.33
NUVEL model rate = -23.9 mm/yr
0 1989.5 1990 1990.5 1991 1991.50 . , , t ........... l ........... I ........... I ......... ' ' I ' ' '
00 , , I , , , , , , , , , , , I , , , , i i i i i , , I ..... , , , , , , l , , , ; i i i i , h i I i i I i i
TObserved Rate = -20.8 ± 8.0 mm/yr Wrms of fit = 20.9 mm Reduced Chi square = 1.22
NUVEL model rate = -10.5 mm/yr
7.159
Vector baseline plots for MOJAVE12-NRA085 5
EEo(5£0
0O4_3
#3 0
I
c"-_ 0_O4
c I
.J
ffl
lIl
Baseline length = 5262 kilometers Number of sessions = 9
989.5 1990 1990.5 1991 1991.5
' I ........... I ..... ' ..... I _ ' ' ' ' ...... ] ........... I ........
Observed Rate = -.3 -I- 1.g mm/yr Wrms of fit = 4.1 mm Reduced Chi square = .90
NUVEL model rote = .0 mm/yr Weighted mean length = 3262045658.2 mm
0
EEo
"" (_4
¢}
>m 0E
_ O
0
m 0
I
Ev
'20ID>
E
0LCJ
0 Im
1989.5 1990 1990.5 1991 1991.5
-' I ........... I ........... I ........... I ........... I ........
I++
I ........ , , , I , , , , , , , , , , , I , , , , , , , , , , , I i L ......... l ...... , , ,
Observed Rote = -4.1 =t: 2.2 mm/yr Wrms of fit = 4.7 mm Reduced Chi square = 1.58
NUVEL model rote = -9.t mm/yr
o1989.5o
1990 1990.5 1991 1991.5'1 ........... I ........... I ...... '''''1 ........... I ........
00
Observed Rote = -24.3 4-7.3 mm/yr
NUVEL model rote = -8.1 mm/yr
I , , , , , , , , , , , I , , , , , A , , , , , I , , , ...... , , I ........... I .........
Wrms of fit = 16.6 mm Reduced Chi square = 1.t5
7.140
Vector boseline plots for MOJAVE12-ONSALA60
0
/--,,0
E_E
v
d
r,,-.
o0o (:D
I
c-4-,
rn _I
Baseline length = 8021 kilometers Number of sessions = 47
1984 1985 1986 1987 1988 1989 1990 1991+'1 ........... 1 ........... I ........... I ........... I ........... I ......... +'l ..... '' .... I .......
Observed Rote = 9.8 + 1.6 mm//yr Wrms of fit = 19.9 mm Reduced Chi squore = 3.89
NUVEL model rote = 14.4 mm//yr Weighted mean length = 8021117839.9 mm
A
Eo
_ 0¢-
I--
.-- 0
0123
00
I
00£-4
EE
vO0
>
o_
c'3
m o
o
5
0 1984 1985 1986 1987 1988 1989 1990 19910 . ' ' I ........... I ........... I ........... I ........... I ........... I ........ _' '1 ........... I ........
f
Observed Rate = -6.4 4- .8 mm//yr Wrms of fit = 10.0 mm Reduced Chi $quore = 3.52
NUVEL model rote = -17.9 mm//yr
984 1985 1986 1987 1988 1989 1990 1991''I ........... I ........... I ........... I ........... I ...... '+';'I''' ........ I'''' ....... I ........
- +" .... -+---
'1
Observed Rote = -15.9 + 1.7 mm/yr Wrms of fit = 20.6 mm Reduced Chi squore = 1.60
NUVEL model rate = -9.3 mm/yr
7.141
Vector baseline plots for MOJAVE12-OVRO 150
0LO
EE
v
_8p,.
CN
[
t-
c-
c-
(,9
goI
Baseline length = 245 kilometers Number of sessions = 81
1984 1985 1986 1987 1988...... I ........... I ........... I ........... l ...... ' ' _ ' ' I ..........
, ! - - - t, - - -".....+
Observed Rote = 2.1 _+ .4 mm/yr Wrms of fit = 6..5 mm Reduced Chi square = 2.68
NUVEL model rate = .0 mm/yr Weighted mean length = 245276453.4 mm
Eo
¢)
]>
E
2
m
o
o
o
0/--, c,,i
EE
v
_o._
>
0m
00
I
0 1984 1985 1986 1987 19880 ....... t ........... I ........... 1 ........... I ........... I ' ' ' ' ......
Observed Rate = -2.0 + .4 mm/yr Wrms of fit = 6.3 mm Reduced Chi square = 5.47
NUVEL model rate = -.6 mm/yr
1984 1985 1986 1987 1988
÷]_ '1
i i i k L i I i ....... , , , I , , , , , , , , , , L I i i _ , i i i i i _ _ J _ .......... I ..........
Observed Rate = 2.8 + 2.0 mm/yr Wrms of fit = 28.3 mm Reduced Chi square = 1.35
NUVEL model rote = -.2 mm/yr
7.142
Vector baseline plots for MOJAVE12-PBLOSSOM
EE o
v
c5
O0
I
J
m
Baseline length = 131 kilometers Number of sessions = 9
ObservedRote = 1.5 4- 1.8 mm/yr Wrms of fit = 6.7 mm Reduced Chi square = 2.55
NUVEL model rote = .0 mm/yr Weighted mean length = 151184785.1 mm
EoE_
%>m 0
b.-
.E o
0
00
I
ESE
v
0
_o
>
q)c-
0 1984 1984.5 1985 1985.5 1986 1986.5 1987 1987.5 19880 .......... I ........ '''l ........... I ........... I ........... I ........... I ........... I ........... I ........... I. ....
J
J
i ........ l,,,,,,,,,,,l,l ......... I .... ,,,,,,,I,,,, ....... I ..... ,,,,,,I ......... i ,I ,i, ,i ,i ,, ,Ill .......... I ....
Observed Rote = 15.9 + 1.0 mm/yr Wrms of fit = 3,7 mm Reduced Chi square = .95
NUVEL model rate = -.3 mm/yr
0 1984 1984.5 1985 1985.5 1986 1986.5 1987 1987.5 19880 .......... I ........... I ........... I ........... I ........... I ........... I'' ..... ''''1 ........ '''1 ....... ''''1 .... .("4
0
04
I Observed Rote : 17.3 4- 10.6 mm/yr Wrms of fit : 42.5 mm Reduced Chl square = 1.47
NUVEL model rote = .4 mm/yr
7.145
Vector baseline plots for MOJAVE12-PIETOWN
EE o
c_r.300 oo 04
t,3p..(33
o
0o o
I
¢-
_.J
.__ 0
0rm
Baseline length = 810 kilometers Number of sessions = 34
t 989 1989.5 1990 1990.5 1991 1991.5 1992........ I ........... I ........... I ........... I ........ ' ' ' I ........... I ...........
.... , , , , I ........... I ........... I ......... LLLL,,,J,,, ,,,l,,,,,,,,,,,I,,,,,,,,,,,
Observed Rote --- 1.5 ± 1.0 mm/yr Wrms of fit = 3.7 mm Reduced Chi square = 9.78
NUVEL model rote = .0 mm/yr Weighted mean length = 8097..30834.1 mm
0
EEo
>
c-
2
E C,4
:= I
0
m 0
I
Ev
>
¢1(-
m
1989 1989.5 1990 1990.5 1991 1991.5 1992......... I ........... ] ........... I ........... I ........... I ........... I ...........
........ I ........... I , , ......... I ........... I, i,,,,,,,,, I,,,,, , , , , , , I , , , , , , , , , , ,
Observed Rote -- 6.7 ± .6 mm/yr Wrms of fit = 2.3 mm Reduced Chi square = .3.85
NUVEL model rate = -2.2 mm/yr
0 1989 1989.5 1990 1990.5 1991 1991.5 19920 ......... I ........... I ........... I ...... _ .... I ........... I ........... I ...........
00
I
F___{{÷
Observed Rate = 3.4 ± 2.4 mm/yr Wrms of fit = 9.1 mm Reduced Chi square = 2.90
NUVEL model rate = -1.5 mrn/yr
7.144
Vector b0seline plots for MOJAVE12-PINFLAT$
OO
EE
v
Oop_
O
CoO_
I
O1
c-
cn OO Om
I
Baseline length = 195 kilometers Number of sessions = 21
1984 lg85 1986 1987 1988 1989 1990
' ' I ........... I ........... f ........... I ........... I ........... I ......... ' ' I '
I
, , I ......... , , I , , , , , , , , , , , I i .......... I , '_'" ....... , , I , , , , , , L .... I ........... 1 ,
Observed Rate = -11.9 _t: .8 mm/yr Wrms of fit = 5.6 mm Reduced Chi square = 1.18
NUVEL model rate = -40.8 mm//yr Weighted mean length = 195109712.0 mm
00
EoE_
@
@>m 0c-
b.--
@
c__ 0
0nn
00
I
00¢N
Ev
-6
To
>
c"
984 1985 1986 1987 1988 1989 1990
''[ ........ '''1 ........... I ......... ''1 ........... I ........... I ........ _'--I'
tI
It
Observed Rote = 10.6 +.7 mm/yr Wrms of fit = 4.3 mm Reduced Chi squore = 1.66
NUVEL model rote = 21.5 mm/yr
984- 1985 1986 1987 1988 1989 1990' ' I ........... I ........... I ........... I ........... t ........... I ........... I ' t
0 -
O4
I Observed Rote = -1.0 + 6.9 mm/yr Wrms of fit = 43.4 mm Reduced Chi squore = 1.65
NUVEL model rote = -.5 mrn/yr
7.t45
Vector baseline plots for MOJAVE12-PLATTVIL
O.-..(:3
E_E
v
c5
co
{.O
I
¢#J I
t-
o13D
f
Baseline length = 1196 kilometers Number of sessions = 21
1985 1986 1987 1988 1989 1990......... 1 ........... I ........... I ........... 1 ........... I ........... I .........
i .......
....... , I , , , , , , L , , i , [ L i , , i ...... I .......... , I,,,,, , , , , , , I , , , , , , ..... I ..........
Observed Rate = -.4 4- .8 mm/yr Wrms of fit = 6.8 mm Reduced Chi square = 1.89
NUVEL model rate = .0 mm/yr Weighted mean length = 1196316951.3 mm
EoE_
P,p...
om
00
Ev
>
e-
o
0 1985 1986 1987 1988 1989 1990O ......... I ........... I ........... I ........... I ........... I''''' ...... I .........
, , , , , , , , I , , h h i ...... i ...... ,,,, ,I,,,,,,, i p i i I i i i , r r i i i, L I ........... i ..........
Observed Rote = 6.8 4- .5 mm/yr Wrms of fit = 4.6 mm Reduced Chl square = .90
NUVEL modeq rote = -.3.1 mm/yr
0 1985 1986 1987 1988 1989 19900 ......... I ........... I ........... I ........... I ........... I ........... f ..........
0(:3
I
+
f J l ÷
Observed Rate = -10.7 4- 4.8 mm/yr Wrms of fit = 38.6 mm Reduced Chi square = 1.70NUVEL model rote -- -3.2 mm/yr
7.146
Vector baseline plots for MOJAVE12-PRESIDIO
EEo°
v
O[3
00
_3
I oc- o
J
}90m
EoE_O
,,..J
>_ 0c
I---
.-_ O
0m
00
I
E_E
v
0°_
"_o
>
q)E
Baseline length = 569 kilometers Number of sessions = 22
1984 1985 1986 1987 1988 1989 1990 1991
.... I ........... I ...... ' .... I ........... l' '' ' ....... I ....... '' ' 'I ........... I ........... I .......
Observed Rate = 21..:5 ± 1.5 mm/yr Wrms of fit = 7.6 mm Reduced Chi square = 2.91
NUVEL model rate = .0 mm/yr Weighted mean length = 568654984.7 mm
Offset = -8.3 ± 5.7 mm
o 1984 1985 1986 1987 1988 1989 1990 1991
0 .... I ........... I ........... I .......... '1 ........... I ........... I ........... I ........... I ......
Observed Rate : 7.5 4- 1.2 mm/yr Wrms of fit = 6.4 mm Reduced Chi square = 1.g2
NUVEL model rate : -1.4 mm/yr Offset = -6.4 ± 4.8 mm
0 1984 1985 1986 1987 1988 1989 1990 1991
0
00
IObserved Rote = 2.9 ± 7.2 mm/yr Wrms of fit = 36..3 mm Reduced Chi square = 1.44
NUVEL model rote = .4 mm/yr Offset = 45.1 ± 27.4 mm
7.147
Vector baseline plots for MOJAVE12-PT REYES
EEo°
00
O4
i o
£o¢-
_J
0c- 0
Om
Baseline length = 621 kilometers Number of sessions = 20
1984 1985 1986 1987 t 988 1989 1990 1991
t fl
Observed Rote = 28.5 + .8 mm/yr Wrms of fit = 5.3 mm Reduced Chi square = 1.26
NUVEL model rote = 42.3 mm/yr Weighted mean length = 621424857.7 mm
o0
Et o
v
oJ
0c-
QJ
.- 0
0DO
0
0
J
Ev
"6(J
_o<D>
¢-
1984 1985 1986 1987 1988 1989 1990 1991
.... I ........... I ........... I ........... I ........... I ........... [ ........... 1'''' ....... 1'_. .... !
m I I I fi i , . I ........... _.,.L,It.,_l[llll _LI LI iI Jllllr ilhll L I ........... ........... ........... ....
Observed Rote = 13.2 + .8 mm/yr Wrms of f_t = 5.9 mm Reduced Chi square = 1.50
NUVEL model rote = 21.9 mm/yr
0 1984 1985 1986 1987 t988 1989 1990 19910 .... I ........... I ........... I ....... ''''1'' ......... I ........... I ........... I ....... ''''1 ......
oo
I
i,,,I ......... ,,I,,,,,,,,,,,I,,,, ....... I ........... I , , , , , , , , , , , I ......... , ,I ..... ,, , ,, ,I .....
Observed Rote = -6.4 ± 4.1 mm/yr Wrms of fit = 27.1 mm Reduced Chi square = .74
NUVEL model rote = 2.4 mm/yr
7.148
Vector boseline plots for MOJAVE12-PVERDES
Baseline length = 224 kilometers Number of sessions = 9
O 1984 1985 1986 1987 1988 1989 1990
_ 2 ' ' I ........... , ........... I ........... i ........... I ........... , ........... , '
CN - - _
+ + 4 -te-
l
_J¢-
_Jcn Oo 0
m
I
, I ......... ,, I, ,,,,,, ,,,, I, ,,,, ,,, ,,, I,,,, ,, ,,, , , J ........... I ........... I ,
Observed Rate = -3.6 + 1.2 mm/yr Wrms of fit = 5.0 mm Reduced Chi square = 1.15
NUVEL model rate = -10.7 mm/yr Weighted mean length = 224483709.2 mm
00
EE
v
a9
h--
c-
QJ61
oooC'4
I
00¢'4
.ooE_E
v
-6(J
_. 0(9>
_Jt-
WO °
00
O4
I
1984 1985 1986 t 987 1988 1989 1990
I
i
Ii
, I .......... , I , , , , , , , , , , , I , , , , , , , , , , , I , , , , , , , , , , , I , , , L , L , , , , , I ........... [ ,
Observed Rate = 50.9 +.7 mm/yr Wrms af fit = 5.3 mm Reduced Chi square = .65
NUVEL model rote = 46.1 mm/yr
984 1985 1986 1987 1988 1989 1990
' ' I ........ ' ' ' l ........... I ........... t ........... I ........... i ........... ] '
j I ........... I ........... I ........... ] , , , , , , ..... [ , , , , , ...... I ..... , , , , , , I
Observed Rate = 8.9 :1:6.2 mm/yr Wrms of fit = 23.6 mm Reduced Chi square : .47
NUVEL model rate = .4 mm/yr
7.149
Vector baseline plots for MOJAVE12-QUINCY
00
EE
p_
r,3
E-.C'4
I
¢-
¢" 0
cn 00
I
Baseline length = 627 kilometers Number of sessions = 20
1984 1985 1986 1987 1988 1989 1990...... I ........... I ........... I ........... I ........... I ........... I ........... I ........
L
I i i i I i I ........ , , , _ , , I , , 1 L , , _ , I I I , ........ I ........... I J , , , I , i , , , I _ [ I I ........ I .........
Observed Rote = 2.5 + 1.1 mm/yr Wrms of fit = 8.7 mm Reduced Chi squore = 3.06
NUVEL model rote = .0 mm/yr Weighted meon length = 627157773.3 mm
EoE_
_o
onn
o0
I
0 1984 1985 1986 1987 1988 1989 19900 ...... I ........... I ........... I ........... I ........... i .......... '1''' ........ I .... ' ....
00,¢
EEo°
vC'4
-6
$> 0
t-
8orn cq
I
Observed Rote = -5.0 + .7 mm/yr Wrms of fit = 5.8 mm Reduced Chi squ0re = 1.95
NUVEL model rote = -1.5 mm/yr
1984 1985 1986 1987 1988 1989 1990
i i i , i i I i i I I ....... I i , , i , i , , i i I 1 ...... , , , _ i _ , , , , i ...... J i • i I ....... I ........... 1 .........
Observed Rote = -4.9 4-5.,_ mm/yr Wrms of fit = 34.6 mm Reduced Chi squore = 1.52
NUVEL model rote = -.3 mm/yr
7.150
Vector baseline plots for MOJAVE12-RICHMOND
Baseline lengf.h =
o 1984 1985
E _E
d
0"_
if}
I
¢-
¢1
m _I
3595 kilometers Number of sessions = 191
1986 1987 1988 1989 1990 1991 1992
........... f ........... t ........... I ........... I ..... ' ..... I ........... I'''''''''''1'''''' .....
Observed Rate = 4.6 4-,9 mm/yr Wrms of fit = 8.9 mm Reduced Chi square = 2.57
NUVEL model rate = .0 mm/yr Weighted mean length = 3594693022.7 mm
o1984o
EoE_
>m 0E
.--- 0
m
o0
T
1985 1986 1987 t988 1989 1990 1991 1992
........... I' '' ........ I ........... I .......... '1 ......... _'1 ........... I ........... I ' ..... ' ....
i ...... i ........... i ........... t ........... i ........... i ........... i ........... i ........... i ........... i .......
Observed Rote = -1.3 + 1.5 mm/yr Wrms of fit = 5.5 mm Reduced Chi square = 1.64
NUVEL model rote = .0 mm/yr Weighted mean length = 848884615.7 mm
EoE_o
>
E
p.-
.C_ 0
0m
{:3
0
b
-'8E_E
v
"6{J
_o>
¢-
0 1986.5 1987 1987.5 1988 1988.5 1989 1989.5 1990 1990.50 ....... ] ........... I ........... I ........... 1 ........... I ........... I ........... I ........... I ........... I ........
------I
i i I . . . i ........... [ , .... , , , , , , [ L I ......... I ....... ,+,,I ..... ,,,,,,I,,,,,,,,,,,I ........... I ........... I ........
Observed Rate = 8.1 4- 1.6 mm/yr Wrms af fit = 5.5 mm Reduced Chi square = 1.95
NUVEL model rote = -2.2 mm/yr
0 1986.5 1987 1987.5 1988 1988.5 1989 1989.5 1990 1990.5I_ ....... I ........... I .... '' ..... I ........... l' .......... I ........... I ........... I ........... I ......... ''1 .... ''''C'4
¢:30
C_
Observed Rate = -19.2 ± 12.4 mm/yr Wrms af fit = 39.5 turn Reduced Chi square = 2.52
NUVEL model rote = -2.4- mm/yr
7.154
Vector baseline plots for MOJAVE12-VNDNBERG
00
r,.e4EE
ouO
O4
_oI
i oI
(DE
03 0
8oI
Baseline length = 351 kilometers Number of sessions = 165
0 1984 1985 1986 1987 1988 1989 1990 1991 19920 ...... I ........... 1 ........... I ........... I ........... I ........... I ........... I ........... I ...........
* ,,+,++. ,+,,...... , ,
..... I ..... ,,,,, ,I,,,,,,,b,,,J ........... I,,,,,,,,,, ,I,,,, ,,,,,L,l,,I ........ I .......... ,I ........
Observed Rote = .2 4- .2 rnrn/yr Wrrns of fit = 5.0 rnrn Reduced Chi square = 2.1.3
NUVEL model rote = -10.5 rnm/yr
1984 1985 1986 1987 1988 1989 1990 1991 992
.' ..... I ........... I ........... t ........... I ........... I ........... I ........... I ........... t ........ '''
f .
Observed Rote = -13.6 + .7 rnm/yr Wrrns of fit -- 17.9 mrn Reduced Chi square = 1.91
NUVEL model rote = -10.3 rnrn/yr
7.156
Vector baseline plots for MOJAVE12-WE-i-FZELL
EEoov
c5
O0O0L_CO
'8c- _
¢-
_-I
o-- 04
COO
rn
Baseline length = 8589 kilometers Number of sessions = 230
1985 1986 1987 1988 1989 1990 1991 1992
.... I ........... I ........... I .......... _ I ........... I .... ' ...... F ........... I ...........
i i i , I ....... ,,,,I ,,, ,,,,,,,,I,,,, ....... [ .......... , I , , , , , , , , , , , I ........... I ...........
Observed Rote = 7.4 4-.8 mm/yr Wrms of fit = 14.4 mm Reduced Chi squore = 2.22
NUVEL model rote = 14.5 mm/yr Weighted moon length = 8588976465..3 mm
tf¢ r t '_+}/tl 1_'- t' t_ '-t _*_, _ "! "±' - --/
Observed Rote = 1.8 4- 1.2 mm/yr Wrms of fit = 32.4 mm Reduced Chi square = 2.48
NUVEL model rate = -2.6 mm/yr
7.175
Vector baseline plots for ONSALAdO-WEq-i-ZELL
EEo
v
c5O
2 °
O_
J
c- O
_TO
¢n
Baseline length = 920 kilometers Number of sessions = 136
1984 1985 1986 1987 1988 1989 1990 1991
Observed Rate = -.6 4-.2 mm/yr
NUVEL model rate = .0 mm/yr
Wrms of fit = 4..7 mm Reduced Chi square = 2.71
Weighted mean length = 919660997.8 mm
Eo
v
0c
.S O
0
m
00
I
(:30
_-.. ¢q
EE
_o
0m
00
I
0 1984 1985 1986 1987 1988 1989 1990 1991O ..... I ........... I ........... I ........... I ......... ''1 ........... I ........... I ........... I'''''''1
,I I T
Observed Rote : -2.3 + .2 mm/yr Wrms of fit = 4.8 mm Reduced Chi square = 2.73
NUVEL model rate = -1.6 mm/yr
1984- 1985 1986 1987 1988 1989 1990 t 991..... I ........... I ........... I ........... I ........... I ........... I ........... I ........... I ........
_Tr -_ _- _-: :_ _-_I',-4_- " ÷
Observed Rate = 3.2 4- 1.0 mm/yr Wrms of fit = 20.1 mm Reduced Chi square = 2.51
NUVEL model rate = -1.8 mm/yr
7.176
Vector baseline plots for OVRO 130-PBLOSSOM
Baseline length = 303 kilometers Number of sessions = 7
...... '''1 ........... I ........... I ........... I ........... 1'''''' ..... I ........... I ........... I ........... I .......
I
0 i-i ......... f ........... I ........... I ........... I ........... t ....... ,,,,I .... , ...... I ........... I ........... I .......m
IObserved Rote = -7.7 4- 1.5 mm/yr Wrms of fit = 4.2 mm Reduced Chi squore = .40
NUVEL model rote = .0 mm/yr Weighted moon length = 303497806.4 mm
Eo
m 0
b--
.E 0
00
I
E8E
v
>
c"
0 1985.5 1984 1984.5 1985 1985.5 1986 1986.5 1987 1987.50 ! ......... I ........ '''1 ........... I ........... I ........... I ........... I ........... I ........... I ........... I ........ .
Observed Rote = 12.3 4- 1.5 mm/yr Wrms of fit = 4.8 mm Reduced Chi squore = 1.47
NUVEL model rote = -.8 mm/yr
0 1983.5 198¢ 1984.5 1985 1985.5 1986 1986.5 1987 1987.50 .......... I ........... I ........... I ........... I ........... I ........... I ..... ' ..... I ........... I ........... t ........ .
00
C'q
I
......... I ........... I ........... I ........... I ...... ,,,,,I ........... t,, ......... I,,,,,,,,,,,I,,,,,,,,,,,I, .....
Observed Rote = 8.6 + 10.8 mm/yr Wrms of fit = 35.8 mm Reduced Chi square = .64
NUVEL model rote = .5 mm/yr
7.177
Vector baseline plots for OVRO 150-PINFLATS
00
EE
v
4oe,3
ob,¢
.¢
I
c-
E o
Q)E
m O
Q3 _
I
Baseline length = 435 kilometers Number of sessions = 7
1984 1984.5 1985 1985.5 1986 1986.5..... I ........... I ........... I ........... t ........... 1 ........... I .........
, , _ _ , I , , k t , , ..... 1 , , _ _ * , _ , , , * I _ , L , L ...... ] I _ I J I , I , i , I I i I I I I I I .... I ' ' I ' ' ' I _" I
Observed Rote = -15.6 :t: 3.4 mm/yr Wrms of fit : 7.0 mm Reduced Chi square : 1.20
NUVEL model rate = -44.1 mm/yr Weighted mean length = 434649541.9 mm
0
EEo
"J C'4
>m OE
¢- c'4
_t
m o
I
E_E
v
_o>
¢-
1984 1984.5 1985 1985.5 1986 1986.5-' .... I ........... I ........... I ........... I ........... I ........... I .........
Observed Rate = 8.6 + .3.1 mm/yr Wrms af fit = 6.7 mm Reduced Chi square = 5.16
NUVEL model rate = 13.2 mm/yr
0 1984 t984.5 1985 1985.5 1986 1986.5O, .... I ........... I ...... ' .... I ........... I ........ '''1 ........... I .........
t00 .... , I , , , , , , , , i , , I ....... , , , , I , , , , , , , , J • , I ...... , , , , , t , , i , , , i .... I .........O4
I Observed Rote = 4.2 + 15,3 mm/yr Wrms of fit = ,34.0 mm Reduced Chi square = .72
NUVEL model rote = -1.2 mm/yr
7.178
Vector b0seline plots for OVRO 150-PLA-I-FVIL
EEo
v
c5
O04_4
I
¢-
_04
c- I
J
01O
m
Baseline length = 1221 kilometers Number of sessions = £
1984- 1985 1986 1987 1988
....... I ........... I ........... I ........... I ........... I ' ' '
÷
i _ I r i i i I i i i i ....... I ....... , , , , I , , , , I L , , _ i i [ _ i ......... I ....
Observed Rate = 2.7 + 2.6 mm/yr Wrms of fit = 9.2 mm Reduced Chi square = 3.88
NUVEL model rate = .0 mm/yr Weighted mean length = 1220818761.4 mm
EoE_
>m Oe-
.E O
0m
00
T
0 198# 1985 1986 1987 1988O ....... I ......... ' ' I ........... I ........... I ........... I ' ' '
OOC_
°--
>
OO04
I
i i i i i , i I L l i J ....... L i L i L r r I i , , i 1 I ........ , , I , , , , , , , , , , , I , i ,
Observed Rote = 9.2 :1:1.9 mm/yr Wrms af fit = 6.6 mm Reduced Chi square = 2.22
NUVEL model rote = -5.1 mm/yr
1984- 1985 1986 1987 1988....... l ........... I ........... 1 ........... I ........... I ....
+
Observed Rate = -28.3 + 15.7 mm/yr Wrms af fit = 53.5 mm Reduced Chi square = 3.04
NUVEL model rote = -5.2 mm/yr
7.179
Vector baseline plots for OVRO 150-PRESIDIO
00
EE
v
doO0
LO04
I
t-
i oI
E°_
m
I
Baseline length = 374 kilometers Number of sessions = 8
1984 1985 1986 1987 1988
.... I ........... I ........... I ........... I ........... 1 ..........
i , i i { i I ........ , I , , , , J , , , i , , I ....... , , , _ I , , , , i i i i _ I I l _ .........
Observed Rote = 16.8 + 2.1 mm/yr Wrms of fit = 8.3 mm Reduced Chi square = .3.91
NUVEL model rate = .0 mm/yr Weighted mean length = 574258371.0 mm
EoE_o
v
_J>
0c-
.E 0
0
0
EE
v 0
-8{J
L_
> 0
0
m
123 0
0
I
0 1984 1985 1986 1987 19880 .... t ....... ' , , q J ........... I ........... I ........... I ..........
t _4
(:3
-[Observed Rate = 15.2 + 2.1 mm/yr Wrms af fit = 9.5 mm Reduced Chi square = 2.92
NUVEL model rate = --.9 mm/yr
1984 1985 1986 1987 1988
''''1 ........... I' _ ........ I _ .......... i'''; ....... I ......... "
Observed Rate = 4.2 4- 10.8 mm/yr Wrms of fit = 47.9 mm Reduced Chi square = 1.94
NUVEL model rate = .6 mm/yr
7.180
C2-S
EEo°
c504
O0
#.o
I oj= o
c-
_J
0c 0
0m
Vector baseline plots for OVRO 150-PT REYE$
Baseline length = 422 kilometers Number of sessions = 6
1984 1985 1986 1987 1988
.... I ........... I ' .......... I ........... I ........... i ..........
s
I
i i i i _ i i I i j j .... , I I , I I I I I I I l J I i I t r L I ..... I i 1 I I I I I I I I I [ I I j J I I I I I I
Observed Rate = 2.3.7 :I: 1.7 mm/yr Wrms of fit = 6.0 mm Reduced Chi square = 1.47
NUVEL model rate = 54.2 mm/yr Weighted mean length = 421766819,4 mm
00
A
EE
_o
>09¢-
2o
c-
63
04
I
o0
EE°o
vC'4
> o
c
rm 04I
1984 1985 1986 1987 1988
.... I ........... I''' ........ E''''' ...... l ...... ' .... I ..........
+
, , , , I , , , , ...... , I , , , , , , , , , , , I , , , , , , , , , , , I , j i , , , , , , , , I r , , L ..... *
Observed Rate = 17.8 +3.1 mm/yr Wrms of fit = 11.9 mm Reduced Chi square = 3.90
NUVEL model rate = .33.2 mm/yr
1984 1985 1986 1987 1988
..... I ........... I ......... ' ' I ' ' ' ' ' ' ' ' ' ' ' I ........... I ...... ' ' ' '
I I I , I , i , j I ...... I , , , I I , I , , I I _ J ...... ' I ' I I I ' I I I I ' I I I I I ........ , ,
Observed Rate = 4.2 4- 10.4 mm/yr Wrms af fit = 57.7 mm Reduced Chi square = 1.02
NUVEL model rate = 1.6 mm/yr
7.181
Vector baseline plots for OVRO 1.50-QUINCY
(:3..-_ LQ
EE
d_o_3
00 0
II
c-
wooI
c
3o1213
I
Baseline length = 383 k[lameters Number of sessions = 14
1983 t984 1985 1986 1987 1988
' ' f ........... I ........... I ........... I ........... I ........... I ..........
Observed Rate = -1.2 + 1.4 mm/yr Wrms of fit = 9.3 mm Reduced ChT square = 5.48
NUVEL model rote = +0 mm/yr Weighted me0n length = 382696345.2 mm
EE o
v
QJ>(n 0¢-
2F--
.E 0_LO
orn
00
0 1983 1984 1985 1986 1987 19880 ' ' i ........... i ........... i ........... I ........... i ........... I ..........
00,¢
EE o
vo4
> 0
t-
3om o4
I
__ __ _ .
_ _ __+..... -+-...... --+..... +---_ -+:÷
, , I , , , , , _ ..... I i I I I I ...... _ ...... i , , , i _ , J , , _ i I I _ I I 5 1 1 1 i i ...... I ........ i ,
Observed Rate = -3.5 + .8 mm/yr Wrms of fit = 5.5 mm Reduced Chi square = 1.65
NUVEL model rote -- -.9 mm/yr
1983 1984 1985 1986 1987 1988'''1 ........... [ ........... I '_ ......... I ........... I ........... l .........
+....... +__.____+_....-I T
I i i ...... , , + , , ] + , , , , , , , , , , I ........ , , , I , , , , , , , , , , , I , , , , ....... i ..........
Observed Rote = -10.6 4- 8.4 mm/yr Wrms of fit = 52.7 mm Reduced Chi squore = 2.53
NUVEL model rate = -.2 mm/yr
7.182
Vector baseline plots for OVRO 150-VNDNBERG
0d3
EE
v
o0O0
03
t,,O
I
£
o_
rnI
Baseline length = 364 kilometers Number of sessions = 46
1984 t985 1986 1987 1988.... I ........... I ........... I ........... j ........... ] .........
Observed Rote = -8.8 + .9 mm/yr Wrms of fit = 8.7 mm Reduced Chi squ0re = 2.52
NUVEL model rote = -14.8 mm/yr Weighted mean length = .563980311.2 mm
oo
EE
_>c-
c-
oc_
I
0(:3u3
EE
v
-6.u 0
>
m 0
0
kO
I
1984 1985 1986 1987 1988; ' ' ' I ........... I ...... ' ' ' ' ' I ........... I ........... I ...... ' ....
I
, , , , I L , , , , i I , i , , I ........... I , , , , , , , , , , L I , , K , , i L L , , , I ..........
Observed Rote = .35.5 + .8 mm/yr Wrms of fit = 8.1 mm Reduced Chi square = 5..36
NUVEL model rote = 45.9 mm/yr
1984 1985 1986 1987 1988' T ' r ' } I ' I ........ I ........... I ....... ' ' ' ' { ........... I ..........
l ' ' ' I ' ' ' ' ' ' ' ' ' ' ' I ' ' ' ' ' ' ' ' ' ' ' I I I I ' ' I L I I I I I I .......... I ..........
Observed Rate = -7.6 ± 5.3 mrn/yr Wrms of fit = 53.2 mm Reduced Chi square = 2.21
NUVEL model rote = .6 mm/yr
7.185
Vector baseline plots for OVRO 150-WESTFORD
0
..--. 0
Ev
c5
03
O0£,q03tO O
I
c"
E
moom
I
Baseline length = 3929 kilometers Number of sessions = 29
Observed Rote = 3.3 4-.8 mm/yr Wrms of fit = 11.0 mm Reduced Chi square = 2.65
NUVEL model rote = .0 mm/yr Weighted mean length = 3928579369.8 mm
Eo
v
p-
_0
.{::: 0
m
00
I
00('4
EE
vC30
>
_o
°
I
0 1982 1983 1984 1985 1986 1987 19880 ...... I ........... I ........... I ........... I ........... T'' ......... I ........... I ..........
+ + *
,,,,,Ll,,,,i,,i.,,l ........... I,,,,,,, .... l ......... ,,l,,,,,,,,,,i[i .......... I ..........
Observed Rote = .5 4- .6 mm/yr Wrms of fit = 7.9 mm Reduced Chi square = 2.73
NUVEL model rote = -10,4 mm/yr
1982 1983 1984 1985 1986 1987 1988....... I ........... I ........... I ........... T ........... I ........... I ........... I .......... 4
1
Observed Rote = -14.6 + 2.3 mm/yr Wrms of fit = 29.1 mm Reduced Chi square = 1.57
NUVEL model rote = -10.5 mm/yr
7.184
Vector baseline plots for OVRO 130-WE-Iq-ZELL
0.,-.. 0
E _E
v
d0 _9_300400
I
.c
J I(Dc-
mI
Baseline length = 8500 kilometers Number of sessions = 7
1985.5 1986 1986.5 1987 1987.5
......... I ........... 1 .......... _ I ........... I ........... 1 ........
ff
........ I , , , , , , , * , , • I ........... I .... , , , , , , , I , .......... I ........
Observed Rote = 17.2 + 12.,3 mm/yr Wrms of fit = 26.8 mm Reduced Chi square = 5.95
NUVEL model rate = 14.4 mm/yr Weighted mean length -- 8500205014.9 mm
AEoE_
>m 0E
I---
.c_ 0
on
oo
T
Ev
"2o
>
'_o
0 1985.5 1986 1986.5 1987 1987.5C) ' ' ' ' ..... I ........... I ...... ' .... J ....... I ' ' ' I ..... ' ' ' ' ' ' I ' ' ' ' ' ' * '
+ ...... +___ t
, . , , , * , h [ i i i i ....... I , . . , , , , , , , , I . I , . , , L , . , . I ........ , . , I . * , .....
Observed Rate = -16.7 -I-8.6 mm/yr Wrms of fit = 17.3 mm Reduced Chi square = 11.52
NUVEL model rate = -20,5 mm/yr
0 1985.5 1986 1986.5 1987 1987.50 ......... I ........... I ........... I ........... I ........... I ..... _ ' '
00
T........ I , , , , , , , , , . . I a i . I K J J i i t I I ........... i , , , , , , , , , , , I . . , .....
Observed Rate = -18.8 ± 7.9 mm/yr Wrm$ of fit = 16.9 mm Reduced Chi square = .82NUVEL model rate = -10.7 mm/yr
7.185
Vector baseline plots for OVRO 150-YUMA
E°
c5CO
CO
O_r_30
I
.._1
O
123
Baseline length = 604 kilometers Number of sessions = 7
1984 t 984.5 1985 1985.5 1986 1986.5 1987 1987.5
-' .... I ........... I ........... I ........... I ........... [ ........... I ........... I ........... I ......
Iltllll II ....... I, ,, , ,, , ,, ,, I,, , i, , ..... I ...... ,,, ,,I ....... ,,lllllllLiLll ,,I,,,', ,''*''1 ........
Observed Rate = 5.5 + 2.4 mm/yr Wrms of fit = 4.6 mm Reduced Chi square = .92
NUVEL model rate = .0 mm/yr Weighted mean length = 603989382.8 mm
0
EEo
oi
>
c
I---
E C'4
"-=- Imo
m o
I
"-'8E_E
v
>
e-
o o4
m I
1984 1984.5 1985 1985.5 1986 1986.5 1987 1987.5-' .... I ........... I ........... I ........... I ........... I ........... I .......... 'l ........... 1'''' ....
Observed Rate : 4.7 4- 1.6 mm/yr Wrms af fit : 3.5 mm Reduced Chi square : .70
NUVEL model rate -- -1.6 mm/yr
0 1984 1984.5 1985 1985.5 1986 1986.5 1987 1987.50 ..... I ........... I ........... [ ........... I''' ........ I ........... I ........... I ...... ' .... I ........
0
0 , t _ , I i , II , i i i i i i i ........... I ........ _ L,I, , , _ ,, _t,l , .......... I ........... I ........... I ........
I Observed Rote = -54.0 + 24.0 mm/yr Wrms of fit = 4-6.4 mm Reduced Chi square = 1.80
NUVEL model rate = .2 mm/yr
7.186
Vector baseline plots for PBLOSSOM-VNDNBERG
00
EE
v
CN
PO
r_
]
0¢-
(n 0O (:D
rn
I
Baseline length = 247 kilometers Number of sessions = 9
.......... I ........... I ........... I ........... I ........... I ..... ' ..... I ...... ' .... I ........... I ........... I'''
t/
i
tt
t/
II
II
II
II
i
Observed Rote = 16.6 :I: 1.7 mm/yr Wrms of fit = 6.1 mm Reduced Chi square = 1.86
NUVEL model rote = 50.3 mm/yr Weighted moon length = 247562520.9 mm
A
EoE_
m 0
._c o
0
CI?
00
i
0
0..--., f',l
EE
v
0
0
rn
0(:3
l
O 1984 1984.5 1985 1985.5 1986 1986.5 1987 1987.5 1g88O .......... I ........... I ........... I ........... I ....... ''''1' .......... I ........... I ' _,_ ....... I ........... I ....
/
//
It
1
t/
II
ff
If
/
IIIIILll'l ....... ,,,,I,,,,,,,,,,,l,, ......... I ......... *,I,, ........ ,I,,,,,,,,,,,i,,, ........ I ........... I*, ,
Observed Rote = 16.0 + 1.7 mm/yr Wrms of fit = 6.0 mm Reduced Chi square = 1.50
NUVEL model rote = 58.0 mm/yr
1984 1984.5 1985 1985.5 1986 1986.5 t 987 1987.5 1988
_ ff t + : t +-+
Observed Rote = -._.5 + 11.4 mm/yr Wrms of fit = 43.2 mm Reduced Chi squore = 1.19
NUVEL model rote = .9 mm/yr
7.187
Vector b0seline plots for PIETOWN -WESTFORD
EEo
v
d0
Got_04u3
04tO 0
I
t-
c- I
d
O
m
Baseline length = 3263 kilometers Number of sessions = 33
1989 1989.5 t990 1990.5 1991 1991.5 1992
......... I ........... I ........... t ........... 1 ........... I ........... I ...........
Observed Rate = -1.6 + 1.1 mm/yr Wrms of fit = 4.0 mm Reduced Chi square = 4.80
NUVEL model rote = .0 mm/yr Weighted mean length = 3262799697.5 mm
o
,¢
EEo
"-"04
_o2
C'4
¢q{O
rn 0
t
t oE
v
>
oj
cq U3
m
1989 1989.5 1990 1990.5 1991 1991.5 1992......... I ........... I ........... I ........... I ........... I ........... I ...........
Observed Rote = -6.7 ± .9 mm/yr Wrms of f[t= 3.4 mm Reduced Chi square = 2.98
NUVEL model rote = -9.1 mm/yr
0 1989 1989.5 1990 1990.5 1991 1991.5 19920 ......... I ........... I ........... I ........... I ........... I ........... I ...........
00
i
tt
i i ...... l .... , , , , , , , ] , , , I i i L i i i i I ........... I , , , , , , , , , , , L , , ......... i ...........
Observed Rote = --14.5 ± 3.0 mm/yr Wrms of fit = 11.4 mm Reduced Chi square = 4.2.3
NUVEL model rote = -8.2 mm/yr
7.188
Vector baseline plots for PINFLATS-VNDNBERO
Baseline length = 398 kilometers Number of sessions = 20
o 1984 1985 1986 1987 1988 1989 1990
.--.. _ I.' ' I ........... I ........... I ........... I ........... I ........... I ........... I '
E Lp...
O3
I
c-
t-" 0
¢-
(noo o
m
I
, I ........... I,,, ........ I ....... ,,,,I,,,,,,,,,,,I,,,,,,,,..,I ........... i.
Observed Rate = 17.0 + 1.0 mm/yr Wrms of fit = 6.2 mm Reduced Chi square = 1.38
NUVEL model rate = .0 mm/yr Weighted mean length = 597781421.9 mm
0 1984 1985 1986 1987 1988 1989 19900 L' ' I ........... t ........... I ........... I ..... ' ..... I ...... ' ' ' ' ' I ........... I ' '
EEo _------4
io , ÷c
.-_ 0 ,l
m
o -
0 , , I ........... I ........... I ........... I ........ _ _ , I * [ ......... I ........... I ,
I Observed Rote = 15.7 + 1.0 mm/yr Wrms of fit = 6,5 mm Reduced Chi square = 1.46
NUVEL model rate = 3,5 mm/yr
00
E
-6
>o
¢1
on _,1
I
984 1985 1986 1987 1988 1989 1990
"''1 ........... I ........ '''1' .......... I ..... '' .... I ........... I ........... t''
Observed Rate = -7,6 ± 11.0 mm/yr Wrms of fit = 66.7 mm Reduced Chi square = 3.26
NUVEL model rote = 2.9 mm/yr
7.189
Vector b0seline plots for PINFLATS-YUMA
O
O
EE
oo oO
C'4
c,4 (:3
I
t-
I
c-
cn O00
m
I
Baseline length = 223 kilometers Number of sessions = 6
1984 1984.5 1985 1985.5 1986 1986.5 1987
i
1
If
i
iI
tI
/
+
Observed Rote = 25,0 ± 7.2 mm/yr Wrms of fit = 9.1 mm Reduced Chi square = 4.69
NUVEL model rote = 39.7 mm/yr Weighted meon length = 222910498.3 mm
EoE_
E
.E_ 0
on
00
0
0
EE
vO0
>
_ 0 -C
0
m 0 "
0 "
0 1984 1984.5 1985 1985.5 1986 1986.5 1987OT .... I ........... I ........... I ........... I ..... _ ..... I ........... _ ........... f-
+
Observed Rote = 8.9 + 8.5 mm/yr Wrms of fit = 12.2 mm Reduced Chi squore = 5.30
NUVEL model rote = 23.5 mm/yr
1984 1984.5 1985 1985.5 1986 1986.5 1987
..... I ........... I ........... I _ .......... I ........... I ........... I ' ' _ _ .......
"l L i _ _ I i i ........ , I , , , , , , L i L R , I ..... , , , , , , I , , , i , i I t t i i I ........... I .......... ,
Observed Rote = -26.4 4- 35.1 mrn/yr Wrms of fit = 49.2 mm Reduced Chi squore = 1.18
NUVEL model rote = -1.1 mm/yr
7.190
Vector baseline plots for PLA-r-FVIL-WESTFORD
O/-,.O
Ev
d
(D
00¢NLr3r_cN O
I
JE
-J I
_Jc-
Orn
I
Baseline length = 275.5 kilometers Number of sessions = 11
1984 1985 1986 1987 1988 1989 1990
' _ _ .... i ........... I ' ' _ ........ I ........... I ........... I ........... I ........... I .........
++ --4+ +
i I i i , , i ........... I ........... I ........... I .......... , ] , , , , , , , , , , , I ........... I ........ r i
Observed Rote = 3.3 + 2.2 mm/yr Wrms of fit = 11.0 mm Reduced Ch[ squore = 2.63
NUVEL model rote = .0 mm/yr Weighted meon length = 2752862690,8 mm
EoF_
v
eD
2
.c 0
0
00
I
00Cxl
EvEo
0
'6_
>
0
0
m 0
0
0 1984 1985 1986 1987 1988 1989 19900 ...... I ........... I ........... _ ........... I ........... I ........... I ........... I ..........
Observed Rote = -4.7 + 1.1 mm/yr Wrms of fit = 5.6 mm Reduced Chi squore = 1.55NUVEL model rote = -7.4 mm/yr
1984 1985 1986 1987 1988 1989 1990
Observed Rote = -11.2 + 7.9 mm/yr Wrms of fit = 39..5 mm Reduced Chi squore = 2.10
NUVEL model rote = -7.3 mm/yr
7.191
Vector baseline plots for PRESIDIO-VNDNBERG
Baseline length = .397 kilometers Number of sessions = 20
0 1984 198,5 1986 1987 1988 1989 19900 r .... I ........... I ........... I ........... I ........... I ........... I ........... I '
EE
v
G0
O0U3(4003
t_ 0
I
t-
gg
c"
m 0
rn _
I
÷
Observed Rate = -13.6 + 1.7 mm/yr Wrms of fit = 8.5 mm Reduced Chi square = 2.34
NUVEL model rate = -47.6 mm/yr Weighted mean length = 396580066.4 mm
Offset =-4.6 + 6.1 mm
o
E
Eov
>O
c-
2F--
c- CN
03
rn O
I
1984 1985 1986 1987 1988 1989 1990
/
t-/
.... l , , , , , , , .... I .... , l , , , , I I i I I , i ....... , , , I + ' ' I I I ' ' ' ' I ...... I I I
Observed Rate = 3.9 + 1.4 mm/yr Wrms of fit = 7.1 mm Reduced Chi square = 2.89
NUVEL model rate = 10.6 mm/yr Offset = 1.3 _+ 5.3 mm
00
EEg
vCM
£3
>o
c-
_J
co ¢,4I
1984 1985 1986 1987 1988 1989 1990.... I ........... I ........... I ........... I ........... I ........... I'' ......... I"
÷
Observed Rote = .8 + 9.3 mm/yr Wrms of fit = 43.5 mm Reduced Chi square = 1.61
NUVEL model rote = -1.2 mm/yr Offset = -82.8 + :.32.1 mm
7.192
Vector baseline plots for PT REYES-VNDNBERG
(:30
EE
v
r'O
c,q
O
I
LE
E O
c
m 0_ 0
m _
I
Baseline length = 4.45 kilometers Number of sessions = 18
1984 1985 1986 1987 t988 1989 1990
''''1''' ........ I ........... I ...... ' .... I ...... '''''1 .... '' '' '''E ........... I' t
1
t - * + ,/
Observed Rate = -2.6 + 1.2 mm/yr Wrms of fit = 7.0 mm Reduced Chi square = 1.61
NUVEL model rote = .0 mm/yr Weighted mean length = 445253364.7 mm
00
7o
>o
._ o
G]
00
i
O(:3
EvC'4
-6
> 0
-8
m ('4I
t 984 1985 1986 1987 1988 1989 1990
.... I ........... I .......... ' I ........... I ........... I ........... I ........... I '1
l
, , , , I , ,, I i i i I i _ i I ........... I ........... I , i , 1 i , , , I , 1 l I i i , ....... i ....... , , , , I
Observed Rote = 5.4 + .8 mm/yr Wrms of fit = 4.7 mm Reduced Chi square = 1.12NUVEL model rote = 4.0 mm/yr
1984 1985 1986 1987 1988 1989 1990
'''l ........... I ...... ' .... I ...... ' .... J ....... ''''i ........... I ........ '''1_
]
Observed Rote = -16.8 + 7.0 mm/yr Wrms of fit = 35.1 mm Reduced Chi square = 1.05
NUVEL model rote = -2.9 mm/yr
7.195
Vector baseline pl0ts for PVERDES -VNDNBERG
0(:3
EE
v
_5Do
0
O4
O4 0
I
t-
i
t-
Som
I
Boseline length = 22.3 kilometers Number of sessions = 9
1984 1985 1986 1987 1988 1989 1990I ........... l ........... I ........... I ........... I ....... ' ' ' ' I ........... I '
......... _..............
, I ........ , , , I , , , , , , , L , , L I , , , , , , , , , , , I , , , , , , , , , , , I ........... t ........... I ,
Observed Rote = 3.9 + 1.3 mm/yr Wrms of fit = 5.7 mm Reduced Chi squ0re = 1.62
NUVEL model rote = .0 mm/yr Weighted meon length = 22.3065182.8 mm
oo
EoE_o
d)
¢)>
¢-
2
._.E0
0m
0
0
T
OO
._-. C'4
EE
e_
m
00
1
984 1985 1986 1987 1988 1989 1990
' ' I ........... I ..... _ ..... I ........... I ........... I ........... I ........ _ ' ' I '
Observed Rote = 7.5 4- 2.0 mm/yr Wrms of fit = 8.5 mm Reduced Chi squore = 2.72NUVEL model rote = 2.0 mm/yr
984 1985 1986 1987 1988 1989 1990"' ' I ........... I ........... I ........... I ........... 1 ........... I ........... I ' '
Observed Rote = -14.7 4- 11.2 mm/yr Wrms of fit = 41.0 mm Reduced Chi squore = 1.27
NUVEL model rote = 1.7 mm/yr
7.194
Vector boseTTne plots for QUINCY -VNDNBERG
EEoo
vO,!
Oqp_
_D
I
c- o
E
.J
c 0
123
Baseline length = 602 kilometers Number of sessions = 13
1985 1986 1987 1988 1989
......... I ........... I ........... I ........... I ........... I ..........
Observed Rote = -29.9 -I- 1.8 mm/yr Wrms of fit = 8.0 mm Reduced Chi squore = 2.51
NUVEL model rate = -40.1 mm/yr Weighted mean length = 601887717.8 mm
o
EE o
O3
c Io
c- 0
nn
0cO
I
0004
f_
EE
vo
-60
> o
:= I
_D
m 00
I
1985 1986 1987 1988 1989
+
, , i , i , , i I , i i i _ i i i i i r I i i i i i i i i , i L [ , i i i , i i i i i , I ........... I ..........
Observed Rote = 18.5 + 1.2 mm/yr Wrms of fit = 5.4 mm Reduced Chi squore = 1.92
NUVEL model rate = 26.8 mm/yr
1985 1986 1987 1988 1989
......... 1 ........... I ........... t ........... I ........... I'''''' ....
+ t I , 4 t
Observed Rote = 9.7 -I- 9.6 mm/yr Wrms of fit = 34.7 mm Reduced Chi square = 1.51
NUVEL model rate = -.7 mm/yr
7.195
Vector baseline plots for RICHMOND-WESTFORD
Baseline length =
o 1984 1985
E_E
SsS
I
¢-
--J
¢-
m 0
m I
2045 kilometers Number of sessions = 529
1986 1987 1988 1989 1990 1991 1992
, ,+i
Observed Rote = -.2 4- .1 mm/yr Wrms of fit = 6.8 mm Reduced Chi squore = 1.75
NUVEL model rote = .0 mm/yr Weighted meon length = 2044501754.7 mm
o 19840£N
_o2
_" 0_T. 0
rn
o0
I
1985 1986 1987 1988 1989 1990 1991 1992
........... I ........... I ........... I ........... I ........... I ........... I ........... I ...........
Observed Rote = -6.1 4-.1 mm/yr Wrms of fit = 5.5 mm Reduced Chi squore = 2.51
NUVEL model rote = -6.1 mm/yr
1984 1985 1986 1987 1988 1989 1990 1991 1992
........... I ........... I ........... I ........... I ........... I ...... _ .... I ........... I ...........
00
EE
vO0
-6c_
>
0c-
03{:}
rm 0
0o4
Observed Rote = -1.0 4- .5 mm/yr Wrms of fit = 23.7 mm Reduced Chi squore = 1.74
NUVEL model rote = -.6 mm/yr
7.196
Vector baseline plots for RICHMOND-WE-i-1-ZELL
7588 kilometers Number of sessions = 504-
1986 1987 1988 1989 1990 1991 1992
........... I ........... I ........... I ........... I ........... I ........... I ........... I ...........
Observed Rate = 14.2 + .4 mm/yr Wrms of fit = 16.5 mm Reduced Chi square = 1.71
NUVEL model rote = 17.1 mm/yr Weighted mean length = 7588.398566.9 mm
C_9840¢'4
oE-
v
(9>{n 0c
2
_Jc- 0
m
00
04
I
1985 1986 1987 1988 1989 1990 1991 1992........... I ........... I ........... I ' ' '_ ....... I ........... I ........... I _ .......... I .... _'' ....
_,_1[_,_. _,_'_. I1.......
+
Observed Rate = -9.7 :1:.2 mm/yr Wrms of fit = 7.3 mm Reduced Chi square = 1.17
NUVEL model rate = -10.6 mm/yr
00
yogi
B
> 0
c-o_
[I3 C'Xl
_84 1985 1986 1987 1988 1989 1990 1991 1992
' ' ......... I ........... I ........... I ...... _ .... I ........... I ........... I ........... I ...........
I .......... I ........... I , , , , , , , , , , ,I , , , , .... , , ,I .... , , , ,, , , I , .......... I ........... I ...........
Observed Rate = 7.7 + .6 mm/yr Wrms of fit = 26.1 mm Reduced Chi square = 1..56
NUVEL model rote = 5.5 mm/yr
7.197
Vector baseline plots for $ANPAULA-VNDNBERC
EEo
_C'4
c5
o
I
c-
J
c o
glrn
Baseline length = 150 kilometers Number of sessions = 10
1984 1985 1986 1987 1988 1989 1990
.... I ........... I ........... 1 ........... I ........... I ........... I ........ ' ' ' I '
Observed Rote = 2.2 + 1.0 rnm/yr Wrrns of fit = 4.5 rnm Reduced Chi square = .97
NUVEL model rate = .0 rnrn/yr Weighted mean length = 149776488.8 rnm
00
EE
e3c-
zoo
¢-°_
(/1
04
i
o0c'4
v
-6_J
¢-
3oI
1984 1985 1986 1987 1988 1989 1990
.... I ........... [ ........ _ ' ' I ........... I ........... I ........... I ...... ' .... 1 '.
I
Observed Rote = 9.2 ± 1.7 rnnrn/yr Wrrns of fit = 8.0 rnm Reduced Chi square = 1.95
NUVEL model rote = 1°3 mrn/yr
1984 1985 1986 1987 1988 1989 1990
..... I ........... I ........... I ........... I ......... ''1 ........ '''1 ........... ]""
, , , , t , , , , , i i L , ii I ........ , , , I , ,, , , , , .... I ........... ] , , , , , , , , , I i I ........... I ,
Observed Rote = 9.1 4- 10.5 rnrn/yr Wrms of fit = 44.7 rnrn Reduced Chi square = 1.15
NUVEL model rote = 1.1 rnrn/yr
7.198
Vector baseline plots for SOURDOGH-VNDNBERG
EEgv
O4
dsr_
o or_
_3
r_3
I
c- o
E_E
J
o30m
Baseline length = 3527 kilometers Number of sessions = 8
1985 1985.5 1986 1986.5
.......... I ........... I ........... I T .......... I ' ' '
Wrms of fit = 17.5 mm Reduced Chi squore = 1.82
Weighted meon length = 3527017009.3 mm
, , , , , , _ i J i L ] i , L i I I i i I i , I , , , , , , J L I I 1 I I I I I I J I I I I I ] I I I I
Observed Rote = -33.2 + 10.7 mm/yr
NUVEL model rote = -45.2 mm/yr
EoE_
>
E
I-.-
.E 0
0m
00
I
oo
EE
vO0
>
e"o_
o30
m 0
0
I
1985 1985.5 1986 1986.500 ' .......... I ........... I ........... I ........... I ' ' '
z
It _ _ -++- ............. -%
, , i , , i i i , i I i i i i i i i i i i i
Observed Rote = 6.6 + 4.7 mm/yr
NUVEL model rote = 8.0 mm/yr
I i i i i i i i t i i i I i i i i i i I i i i i ] i i i i
Wrms of fit = 6.7 mill Reduced Chi squore = 1.75
1985 1985.5 1986 1986.5
........... I .......... ' I ........... I ........ ' ' ' I .... '-I
1
-13
1-]
]1
-1
.i
1.,-i
1
, , , , , , , , , i I i _ i i i i i i i i i I i i i i i i i i i i i I i i ....... , , I , , , , ,_
Observed Rote = 27.6 -I- 29.0 mm/yr Wrms of fit = 48.7 mm Reduced Chi squore = 1,46
NUVEL model rote = -8,5 mm/yr
7.199
Vector baseline plots for VNDNBERO-YUMA
EEo°
c5OO
O04
I O
r- O
E
J
OE O
0
m
Baseline length = 620 kilometers Number of sessions = 19
1984 1985 1986 1987 1988' ' 1 ........... I ........... I ' ' _ ........ I ........... I ..........
Observed Rote = 38.3 + 1.8 mm/yr Wrms of fit = 7.5 mm Reduced Chi square = 3.01
NUVEL model rote = 39.0 mm/yr Weighted mean length = 620341828.1 mm
o0
Eo
>m 0¢-
¢1
.--- 0
0m
0
0
I
00
EoEo
vC'4
-5._
> 0
0JC
_ r-4t
984 1985 1986 1987 1988' ' I ........... l ........... I ........... I ........... I .........
!
I I t_"
fJ
, , I , L 1 , I i i .... I .... , , , , L , , I ........... I , , , , , I l k , L A | ....... , ,
Observed Rate = 25.0 4- 1.6 mm/yr Wrms of fit = 6.8 mm Reduced Chi square = 1.79
NUVEL model rate = 28.1 mm/yr
1984 1985 1986 1987 1988' ' _ ........... I ........... I ...... ' ' ' ' ' I .... ' ...... I ' .........
+
I + I +11, , I , , i i I i i i L i i I i i ...... , I , , , , , i , i , I i i A L , ..... t .... , , , , , ,
Observed Rate = -16.0 + 14.1 mm/yr Wrms of fit = 60.5 mm Reduced Chi square = 5.51
NUVEL model rate = -2.6 mm/yr
7.200
Vector baseline plots for WESTFORD-WETTZELL
E
0
O4
O0
C_O_
,ooc" _
..J
_ t'_
m
Baseline length = 5998 kil0meters Number of sessions = 659
1984 1985 1986 1987 1988 lg89 1990 1991 1992
'1 ....... ''' 'I ......... ' '1' .......... I' ' ' ........ I ......... _1'' ' ' ....... I ..... _ ' .... I ''_ ........
Observed Rote = 17.2 + .2 mm/yr Wrms of fit = 11.0 mm Reduced Chi squ0re = 2.25
NUVEL model rote = 18.9 mm/yr Weighted mean length = 5998525453.8 mm
E-v
>
2
_uc- 0
m
0 1984 1985 1986 1987 1988 1989 1990 1991 19920 ''1 ''_' ....... I ........... I ........... I ........... I ........... I ........... I ........... I'''' .......
00C'4
/--,0
toE
v
-6(2
_o¢)>
a)t-
°_
87
,I,,,,,,,,,,,I,,,,,,,,,,,I,,,,, ,,,,,,I ....... ,I ,,I ........... f ..... ,, ,,,,I, .......... I ...........
Observed Rote = -6.,5 + .1 mm/yr Wrms of fit = 5.5 mm Reduced Chi square = 1.1 1
NUVEL model rote = -7.5 mm/yr
o 1984o
00
I
1985 1986 1987 1988 1989 1990 t991 1992
, I ........... I ........... I , , , , , ...... I , , , , .... , , ,I .... ,, ,, , ,, I ........... I ........... I ...........
Observed Rote = 5.4 4-.5 mm/yr Wrms of fit = 24.2 mm Reduced Chi squore = 1.71
Table 8.0 gives the a priori positions of the sites used to define the origin for each session.
Tables 8.1 presents, for each station and mobile site, the geocentric, Cartesian site positions in individual sessions
in the VLBI reference frame. The user is reminded that the position at a particular epoch is relative to the
(arbitrary) reference station for that session and that different observing sessions having unrelated observing
networks will have different reference stations. Ninety four of the 95 fixed stations and mobile sites appearingin Tables 1.1 and 1.2 are tabulated. HAYSTACK does not appear as it is always the reference station in each
session in which it participates.
Table 8.2 presents, for each session, the geocentric, Cartesian components for each fixed station or mobile site,
their 1-a standard statistical errors (unsealed), their adjustments, their total adjusted value, and their correlations
in lower triangular form. These tables are only available in the machine-readable version.
8.1
9.0 Earth Rotation and Nutation from GLB867
Plots 9.1 through 9.4 show the pole in arcseconds over the periods 1979 through 1983, 1984 through 1986, 1987through 1990, and 1991 respectively. One-a standard statistical errors of the pole components are of the orderof 100 to 300 milliarcseconds. Error bars have been omitted from the plot for clarity. Plot 9.5 shows the
variation in the value of UT1 - TAI in seconds of time, with a linear term removed, for the period from 1979
to 1991, inclusive. This term was determined by least squares to be a slope of approximately -572 ms/yr. Formal
errors of the points are of the order of 30 to 300 #s. Once again, error bars have been omitted for clarity.
Plot 9.6 shows the nutation offsets A_ and (sinE)*A_b from the 1980 IAU nutation series, estimated in solution
GLB867 for the period 1979 to 1991, inclusive. The longitude values have been multiplied by the sine of the
obliquity of the ecliptic for plotting only. The values of the longitude and obliquity are in units of arcsecondswith 1-a standard statistical errors of the order of 0.8 to 3 miUiarcseconds in longitude and 0.3 to 1.3
miUliarcseconds in obliquity. As with the Earth orientation parameters, error bars have been omitted for clarity.
Numerous sessions, typically mobile sessions and single baseline sessions, are unsuitable for the determination
of Earth orientation and nutation parameters. Results from these sessions, which have very large uncertainties
in one or more component, are not plotted even though the sessions were actually included in solution GLB867.
The single baseline POLARIS sessions however, were retained as omitting these would leave a large gap in the
early VLBI results. The pole position, UT1 - TAI, and nutation plots include all other relevant data (fixed
station CDP, POLARIS, IRIS, and NAVNET).
The actual data plotted in 9.1 through 9.6 are available in the machine-readable version in a modified IERSformat. In this format UT1 - UTC is included, rather than UT1 - TAI. The tabulated values in machine-
readable form include the errors, the weighted rms delay in ps for the corresponding session, and the correlations
among the earth orientation and nutation parameters.
Rates for the Earth orientation and nutation parameters were not estimated in the solutions for this report.
9.1
0.6
0.5
0.4
g
_o.3
I
>'0.2
0.1
0.6
0.5
0.4
o
t,o.3v
@
I
>'0.2
0.1
9.1 Polor Motion 1979-1983
+
+
+
4`
+
4`
+
4,
4,-
4,
4-
-0.3 -0.2
i , , , i , , i i ' ' ' i
4- 4- + 4`4` + .4-4- +
4, 4,
4- 4-
4,
+
4,
\4"
4- 4, 4"+.4.+4 "4.4"
4`++
4"
"4-
_4, 4,4- 4-
4,
+
+ 4, 4,+ .14`4̀ 4, +4`+ 4"
4`4`4`
+ +
4- 4-+ 4- "4"
4- 4"4`4` 4"
"+4" + 4"
4`+
+ 4-
-t- "_- 4- + + "4" + 4" ++
-o.1 0 0.1X-wobble (arcseconds)
+
.4-
4,
,4-
+4, 4,
+
+
+
4, 4,
t 4,+ 4,
4,
.4-4-
4, 4,
•4,- 4-
+ ++
4,
4,
4,
4"4,
+
i i i I I i i i I i ' ' ' 1 ,
0,2 0,3 0.4
0.6
0.5
0.4
0.3
0.2
0.1
9.2 PolGr MorTon 1984-1986i _ i i ' ' i
+
+
4,
+
4,
4,a. 4, 4, 4- + 4, .4- + 4,+.4-
4-
; 4,+ + 4,+e++ 4, 4, -I_- 4, "_"
_- +1.+4, 4- 4`++ +4+ 4_-+ 4,
4, + +_, -_.4,4, 4, +
4- 4- 4`4` "4"4"
+
, ÷4- 4" 4,
+4, + 4-
+ * +4, + 4- 4-4- 4` 4,
4- ,4-÷ + 4,
+ +, +++ ++ + +
4`4` \ 4, :+4` + -#" 4, +
_+ 4`4` _.+_ 4, 4- * +4_-* 4. +
4" 4, 4- ++ +'h_ "4-.4-4,4-
4, ++
++4`++
"4-
•4- + 4,
4-+
.4-4-
0.6
-0.3 -0.2 -0.1 0 0.1 0.2 0.3 0.4.X-wobble (a rcseconds)
Public reoorting burden for this coUection of information is est_rnate<lto average 1 hour per response, including the time for reviewing instructions, searching existing d,_a sources, gatheringand maintaining the data needed, and corn_eting and reviewing the ¢oilecticn of information. Send comments regarding this burden estimate or any other ai,pect of this collectk}n ofinformation, including suggestions for reducing this burden, to Washington Headquarters Services, Directorate 1or Information Operatiocts and Relx_s. 1215 Jefferson Oav_s Highway. Suhe
1204, AdincJton, VA 22202,4302. and to.the Office of Management and Budget, Paperwork ,Reduction Propct I0704-0188), Washin_on. CC 20503.
1. AGENCY USE ONLY (Leave blank) 2. REPORT DATE 3, REPORT TYPE AND DATES COVEREDFebruary 1993 Technical Memorandum
4. TITLEAND SUBTITLENASA Space Geodesy Program---GSFC Data Analysis--1992
Crustal Dynamics Project Very Long Baseline Interferometry (VLBI)Geodetic Results 1979-91
6. AUTHOR(S)
J.W Ryan, C. Ma, and D.S, Caprette
7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES)
Goddard Space Flight Center
Greenbelt, Maryland 20771
9. SPONSORING/MONITORING AGENCY NAME(S) AND ADDRESS(ES)
National Aeronautics and Space Administration
Washington, D.C. 20546--0001
5. FUNDING NUMBERS
926
8. PERFORMING ORGANIZATION
93B00055
10. SPONSORING/MONITORINGAGENCY REPORT NUMBER
TM104572
11. SUPPLEMENTARY NOTESD.S. Caprette: Hughes STX Corporation, Lanham, Maryland.The contents are available in machine--readable form, by anonymous ftp, on magnetic tape, and on floppy diskette, from
the Crustal Dynamics Data Information Service (CDDIS).
12a. DISTRIBUTION/AVAILABILITYSTATEMENT 12b, DISTRIBUTION CODE
Unclassified-Unlimited
Subject Category 46
13. ABSTRACT (Maximum 200 words)
The Goddard VLBI group reports the results of analyzing 1648 Mark III data sets acquired from fixed and mobile obser-
ving sites through the end of 1991, and available to the Crustal Dynamics Project. Two large solutions were used to obtain
Earth rotation parameters, nutation offsets, radio source positions, site positions, site velocities, and baseline evolution.
Site positions are tabulated on a yearly basis for 1979 to 1995, inclusive. Site velocities are presented in both geocentric
Cartesian and topocentric coordinates. Baseline evolution is plotted for 200 baselines, and invididual length determina-
tions are presented for an additional 356 baselines. This report includes 155 quasar radio sources, 96 fixed stations andmobile sites, and 556 baselines.