Page 1
PRELIMINARY HYDROLOGY & HYDRAULIC REPORT
FOR THE STRUCTURE REPLACEMENT OF
Route 31 Bridge over Furnace Brook Township of Oxford, Warren County, NJ
Prepared for: New Jersey Department of Transportation
1035 Parkway Avenue Trenton, New Jersey, 08625
Prepared by:
Greenman-Pedersen, Inc.
100 Corporate Drive, Suite 301 Lebanon, NJ 08833
________________________________ Valerie A. Hrabal, P.E., P.P.
New Jersey Professional Engineer License No. GE29615
Certificate of Authorization 24GA27959500
May 15, 2013
NOTE: TOPOGRAPHIC MAPS ARE IN DATUM 1988 NAVD. ADD 0.70 FEET TO CONVERT
FROM DATUM 1988 NAVD TO DATUM NGVD 1929.
Page 2
TABLE OF CONTENTS
1 - INTRODUCTION............................................................................................................................................. 1
2 - PROJECT DESCRIPTION ............................................................................................................................... 2
3 - EXISTING STUDIES ....................................................................................................................................... 2
4 - STREAM HYDROLOGY ................................................................................................................................ 5
5 - FLOOD HAZARD AREA AND HYDRAULICS ............................................................................................ 5
6 – EXISTING CONDITIONS ANALYSIS .......................................................................................................... 6
7 – PROPOSED AND COMPARATIVE ANALYSIS .......................................................................................... 8
6 – NJDEP LAND USE REGULATION AND PERMITS .................................................................................... 9
TABLES
TABLE 1 - Hydrology to Route 31
TABLE 2 - Summary of Design Flood Discharges (NRCS TR-55)
TABLE 3 - Summary of Design Flood Discharges (USGS StreamStats)
TABLE 4 - Summary of Water Surface Elevations (NRCS TR-55)
APPENDICES APPENDIX A – Information
APPENDIX B – USGS StreamStats Data
APPENDIX C – NRCS TR-55 Hydrology
APPENDIX D – HEC-RAS – Existing Conditions (TR-55 flows)
APPENDIX E – HEC-RAS – Existing Conditions (Rating flows)
APPENDIX F – HEC-RAS – Proposed Conditions (Rating flows)
APPENDIX G – HEC-RAS – Summary Table (Rating flows)
Page 3
HYDROLOGY & HYDRAULICS REPORT FOR FLOOD HAZARD AREA COMPLIANCE
Route 31 over Furnace Brook Page 1 of 9
1 - INTRODUCTION
NJDOT is seeking to replace the Route 31 Bridge over the Furnace Brook. This report has
been prepared to provide the pertinent engineering data for the purpose of assessing the
existing hydraulic capacity of NJDOT STRUCTURE NO. 2111-154, the Route 31 bridge
over Furnace Brook, and for use in analyzing alternative bridge rehabilitation/replacement
geometry to achieve compliance with the NJDOT design standards and the NJDEP Flood
Hazard Area Control Act. The work summarized in this report, includes the following:
1. Establish peak discharges.
2. Create and calibrate a Hydraulic model for the existing stream.
3. Determine adequacy of the existing Route 31 Bridge to pass the
recommended NJDOT design storms.
4. Evaluate the potential for negative impacts on the surrounding areas if
the Route 31 Bridge is replaced.
5. Identification of NJDEP Flood Hazard Area Jurisdiction.
6. Document how the project would be regulated under the Act.
The proposed activities will need to comply with the conditions of a Flood Hazard Area
Individual Permit for:
Reconstruction of a roadway and bridge crossing a river
Questions regarding this report should be directed to Valerie Hrabal, PE, Greenman-
Pedersen, Inc. 100 Corporate Drive, Suite 301, Lebanon, NJ 08833. Phone #908-236-9001
Ext. 5030.
Page 4
HYDROLOGY & HYDRAULICS REPORT FOR FLOOD HAZARD AREA COMPLIANCE
Route 31 over Furnace Brook Page 2 of 9
2 - PROJECT DESCRIPTION
The project consists of the replacement of Route 31 Bridge (Structure No. 2111-154) over
the Furnace Brook in Oxford Township, Warren County, New Jersey. The structure is
located 11,100 feet upstream of the confluence of Furnace Brook with the Pequest River. The
nearest downstream structure is a bridge at Lower Denmark Road (an old railroad arch)
which is located 900 feet downstream from Route 31. The nearest upstream structure is the
recently replaced Washington Avenue bridge which is located 820 feet upstream of Route 31.
The Flood Plain/Flood Hazard area downstream of the bridge is generally grassed park lands
which were created by placing fill in the wooded, formerly wetlands, floodplain.
Downstream of Lower Denmark Road is undeveloped, wooded, swamp/wetlands. The
Elevation Datum herein is 1988 NAVD.
Route 31 in the vicinity of Furnace Brook is an undivided four-lane urban principal arterial
running south to north. Furnace Brook crosses Route 31 immediately south of the signalized
intersection of Route 31 and Wall Street/James Burn Drive. Route 31 south of the structure
consists of two 12-foot wide travel lanes along each direction with no shoulders. Route 31
north of the structure consists of a single travel lane of carrying width along each direction
and a 13-foot shoulder along the southbound direction. Vertical Concrete curb is present
along both directions of Route 31 within the project limits. Sidewalk is present in the
southeast and southwest quadrants of the Route 31 and Wall Street/James Burn Drive
intersection.
Structure No. 2111-154, which carries Route 31 over Furnace Brook, consists of two
sections. On the downstream side (under the NB lanes) is the original small, single span,
stone masonry arch bridge. At the upstream side (SB lanes), the stream crossing has been
widened to the west with a reinforced concrete slab section and concrete encased steel
stringer section built in 1926 and is 94 feet wide curb to curb and 30 feet long.
Furnace Brook is designated as a Freshwater Trout Protected Category One waterway (FW2-
TP, C1) by the currently adopted NJDEP Surface Water Quality Standards, dated January
2010. A portion of the watershed lies within the Highlands Planning Area and a portion lies
in the Highlands Preservation Area.
3 - EXISTING STUDIES Furnace Brook has not been studied in detail by either NJDEP or FEMA; however a FEMA
Zone A flood hazard area has been established by the approximate methods as shown on the
September 2011 FEMA Flood maps. As depicted on this map (Panel 236), the FEMA flood
hazard area does not overtop Route 31 at this location. (See APPENDIX A). FEMA has not
developed peak discharges for this watercourse in the 2011 FIS report.
There are no existing hydrologic/hydraulic studies or delineations performed by NJDEP or
FEMA for this location; however, in January 1999, a study was undertaken by Cherry,
Weber & Associates (CW) for NJDOT in support of an application for an NJDEP Freshwater
Wetlands GP#10 & #11 and a Stream Encroachment Permit to replace the Washington
Avenue Bridge which is located approximately 820 feet upstream from Route 31. The study
model included the Route 31 crossing and used the TR-55 tabular method and HEC-2
Page 5
HYDROLOGY & HYDRAULICS REPORT FOR FLOOD HAZARD AREA COMPLIANCE
Route 31 over Furnace Brook Page 3 of 9
hydraulics. This bridge has since been replaced by NJDOT based on the CW analyses and
NJDEP Land Use permits.
4 - STREAM HYDROLOGY The hydrology study area consists of Furnace Brook for a distance of 1,500 feet upstream
from the existing structure. The watershed area to Route 31 is approximately 4.28 square
miles (2,739 acres) of which the uppermost 2.87 square miles is controlled by the dam at
Oxford Lake. Based on analyses for NJDEP Dam Safety as performed by CW, as well as
aerial imagery, the dam appears to be an NRCS type dam which provides significant flood
attenuation. GPI has considered both USGS gauge flow analysis and NRCS TR-55
methodology to evaluate the stream hydrology.
Oxford Lake Dam
Figure 1 – Drainage Area Delineation
DA to Rt. 31
Bridge is
4.28 sq. mi.
(2,739 acres)
DA to Oxford Lake
Dam is 2.87 sq. mi.
DA to Washington Ave.
Bridge is 3.93 sq. mi.
Page 6
HYDROLOGY & HYDRAULICS REPORT FOR FLOOD HAZARD AREA COMPLIANCE
Route 31 over Furnace Brook Page 4 of 9
USGS Peak Flow Analysis – USGS maintained an active streamflow gauge #01445490 just
530 feet downstream of Route 31 for many years. This gauge was fully functional between
1966 and 1978 but has only been subject to field measurements between through 2001. The
peak flow estimates, based on the gage data, takes into account flood attenuation by Oxford
Lake. USGS has developed and has implemented new regression equations through the
interactive USGS “StreamStats” website. As per the NJDEP Draft Flood Hazard Area
Technical Manual (2008) page 2.20, the use of the NJDEP funded website is acceptable,
particularly if there is an on-stream gauge at the site location. The drainage area to Route 31
is 4.28 square miles. The USGS computed peak flows at Route 31 are contained in Table 3.
NRCS TR-55 Methodology - Based on the aforementioned previous study by CW, the
watershed of Furnace Brook at the Washington Avenue Bridge contains approximately 2,517
acres (3.93 square miles), of which approximately 1,837 acres (2.87 square miles) are
controlled by Oxford Lake. The 100-year frequency design discharge from Oxford Lake is
135 cubic feet per second (cfs) (See Note 1 below). The contributing flow downstream of
the dam was then calculated for the remaining 680 acres.
GPI used the drainage areas and time of concentrations depicted in the CW report. Flows
were then calculated for the areas contributing runoff downstream from Oxford Lake. The
100-year frequency design storm flow was computed for the remaining portion of Furnace
Brook upstream from the Washington Avenue Bridge. Hydrology was developed for the
pertinent 25-year and 100-year storms. The analysis was performed using the NRCS TR-55
methodology, AMC-II curve numbers, and the new Warren County 2008 NRCS-NJ TR-20
rainfall distributions. The “Standard” (484) unit hydrograph was applied in accordance with
current NRCS-NJ and NJDA Soil Conservation Committee directives. This portion of the
watershed contains approximately 680 acres and was divided into five (5) sub-watersheds. A
weighted runoff coefficient (CN) was calculated based on the soils and ground cover in the
watershed. A peak runoff rate was determined by adding the hydrographs of each sub-
watershed and the design discharge from Oxford Lake together. A design flow of 1,143 cfs
was obtained for the 100-year frequency storm at the Washington Avenue Bridge.
An additional 233 acres drain to the Furnace Brook at Structure No. 2111-154. Runoff for
this area was calculated as noted above and added to the calculated discharge. A design flow
of 1,477 cfs was obtained for the 100-year frequency storm. The total drainage contributing
flow to Structure No. 2111-154 includes 2,517 acres; minus 1,837 acres which are controlled
by Oxford Lake; plus 233 acres of additional drainage area contributing to the Route 31
crossing, which totals 913 acres calculated as follows:
2,517 ac. (total area to the Washington Avenue Bridge) – 1,837 ac. (controlled by Oxford
Lake) = 680 ac. (area to the Washington Avenue Bridge)
680 ac. (area to the Washington Avenue Bridge) + 233 ac. (additional area to Route
31/Structure No. 2111-154) = 913 ac. (total contributing area to Route 31/Structure No.
2111-154)
The weighed CN of 64 was applied to all subareas. TR-55 computations follow in Appendix
C.
NOTE 1 – Oxford Lake 100 year discharge obtained from “ENGINEER'S REPORT STREAM ENCROACHMENT PERMIT APPLICATION
RECONSTRUCTION OF WASHINGTON AVENUE BRIDGE COUNTY ROUTE 631 OVER FURNACE BROOK, OXFORD TOWNSHIP, WARREN COUNTY, NJ; FEDERAL PROJECT NO. BRZ-2117(103)” prepared by Cherry Weber & Associates, P.C. dated January 29,
1999; page 85.
Page 7
HYDROLOGY & HYDRAULICS REPORT FOR FLOOD HAZARD AREA COMPLIANCE
Route 31 over Furnace Brook Page 5 of 9
Table 1 – Hydrology to Route 31
Area Description To Washington Avenue Additional to Route 31 Total
Total Drainage Area (ac.) 680 233 913
Average CN 64 64 64
Time of Concentration -Tc (hr)
1.30 1.12 1.30
Table 2 – Summary of Design Flood Discharges (NRCS TR-55)
Storm Event 2-year 10-year 25-year 50-year 100-year Flood Hazard 100-yr x 1.25
Design Flood Q at Washington Ave. (cfs)
278 545 749 934 1143 1429
Design Flood Q at Route 31 (cfs)
325 679 952 1198 1477 1846
Table 3 – Summary of Design Flood Discharges (USGS StreamStats)
Storm Event 2-year 10-year 25-year 50-year 100-year Flood Hazard 100 yr x 1.25
USGS StreamStats (4.28 sm)
226 498 672 811 968 1210
The NRCS TR-55 100 year flood discharge has been used to assess compliance with NJDOT
criteria; however, these higher Q‟s have a tendency to mask adverse impacts for the smaller
more frequent storms (2, 5, 10, 25, and 50). A more appropriate way to assess impacts is to
compare the existing and proposed discharge rating curves for the crossing. The existing vs.
proposed conditions will therefore be evaluated for NJDEP compliance using a range of
discharges, rather than the frequency-based TR-55 discharges.
5 - FLOOD HAZARD AREA AND HYDRAULICS
GPI has constructed a new hydraulics model for this project. The flood hazard area
regulatory storm for the bridge is the 100 year+25% storm flood and the flood hazard
regulatory elevation for the roadway is 1 foot above the 100 year+25% elevation.
The U.S. Army Corps of Engineers HEC-RAS computer program was used to model Furnace
Brook within the study area. The existing condition and alternative structures were evaluated
using NJDEP “Method 6 - Flood Hazard and Floodway determined by calculation” and the
new HEC-RAS model. For the purpose of this study we obtained new topographic mapping
and field surveyed cross sections to establish the existing hydraulic geometry of the bridge
opening. We then generated a HEC-RAS model based on our new topographic mapping and
added the previous HEC-2 study prepared by CW. The topographic mapping was prepared
by Robinson Aerial for NJDOT under a separate on-call contract. The datum used is NAVD
1988.
Due to the existing elevations of the approach roadways, and the presence of existing
buildings, elevating of the roadway to meet the NJDEP criteria for roadway elevation is not
feasible. The existing buildings, which obstruct flow in the vicinity of the bridge, have been
Page 8
HYDROLOGY & HYDRAULICS REPORT FOR FLOOD HAZARD AREA COMPLIANCE
Route 31 over Furnace Brook Page 6 of 9
modeled using “obstruction” and “ineffective flow” cards; however, the cross section
printouts still graphically depict the water surfaces encroaching into these blocked areas and
overtopping the roadway.
The existing Structure No. 2111-154 consists of a small hydraulic opening arch bridge at the
downstream end of the crossing and a larger hydraulic opening rectangular bridge at the
upstream end of the stream crossing. The smaller bridge segment limits the capacity of the
entire structure. The deck profile and south approach roadway slopes slightly downward to
the north. The low point (for overtopping of the road) elevation of 472.34 is located off the
bridge deck, approximately 335 feet to the north of the north abutment on Route 31. At the
downstream and upstream ends of the bridge, the maximum clear vertical openings are
approximately 4.9 feet and 5.1 feet, respectively. The hydraulic opening of the smaller
bridge is approximately 58 square feet.
Manning‟s “n” values were assigned based upon field observation and engineering judgment.
The Manning‟s „n‟ for the main channel was set at 0.035 which is consistent with the
channel‟s characteristics being described as clean and straight, no rifts or deep pools with
weeds and stones. The Manning‟s „n‟ for the overbank (floodplain) was determined to be
0.06 to be consistent with its observed land cover of light brush and trees. The overbank
Manning‟s „n‟ varies as the stream enters Oxford.
Through trial runs it was determined that the governing flow regime is Subcritical Flow. The
downstream boundary condition for each profile was assumed at normal depth with a
downstream reach energy grade line slope of 0.6% as calculated from survey elevations.
6 – EXISTING CONDITIONS ANALYSIS
The results of the existing conditions analysis indicate that the resulting water surface
elevation for the NRCS TR-55 discharges are as follows:
Table 4 – Summary of Water Surface Elevations (NRCS TR-55)
Storm Event 2-year 10-year 25-year 50-year 100-year Flood Hazard 100-yr x 1.25
Upstream 471.13 473.46 475.43 476.34 476.15 476.21
Downstream 470.43 470.90 471.65 472.25 471.80 473.67
The upstream low chord elevation of the bridge (472.6) and the low point of the highway
(elevation 472.34 approximately 335 feet north of the north abutment) are both exceeded by
the 10 year storm. The highway may also be theoretically overtopped by 3.81 feet for the
100-year storm; however, the bridge itself does not overtop for the 100 year event. The
existing bridge therefore meets the NJDOT Roadway Design Manual Chapter 10.2.4, Table
10-2. The bridge is not listed in the NJDOT Drainage Management Unit‟s DMS Ranking list
(as of May 2013) and NJDOT has no flooding records at this stream crossing even though 2
floods of record have occurred within the region within the past 2 years (2011 and 2012).
One observed flooding incident was documented at MP 46.56 (Academy Street/CR625) on
October 30, 2012 (Hurricane Sandy); however, this flooding site is located significantly to
the south of the subject bridge which is located at MP 46.83.
HEC-RAS output for the existing conditions run using the TR55 discharges is located in
APPENDIX D. HEC-RAS output for the existing conditions run using the range of rating
discharges in APPENDIX E.
Page 9
HYDROLOGY & HYDRAULICS REPORT FOR FLOOD HAZARD AREA COMPLIANCE
Route 31 over Furnace Brook Page 7 of 9
Route 31, Structure No. 2111-154, Downstream Elevation
Route 31, Structure No. 2111-154, Upstream Elevation
Lower Denmark Road Crossing (clear vertical opening > 10 feet), Upstream Elevation
Page 10
HYDROLOGY & HYDRAULICS REPORT FOR FLOOD HAZARD AREA COMPLIANCE
Route 31 over Furnace Brook Page 8 of 9
7 – PROPOSED AND COMPARATIVE ANALYSIS The land use immediately downstream of the structure is open space/recreational land. The
culvert under Lower Denmark Road (a former railroad embankment) has a significantly
larger hydraulic opening than Structure No. 2111-154. Since highway overtopping first
occurs at the low point in the north approach roadway along Route 31 (335 feet north of the
north bridge abutment), and since raising that low point cannot be accommodated (to
eliminate theoretical overtopping of the north approach roadway) without causing adverse
impacts on adjacent properties, we recommend that any full or partial replacement of the
bridge be done such that the existing upstream hydraulic opening characteristics are
replicated at both the upstream and downstream ends of the bridge. This can be accomplished
by either a 100% replacement of the bridge or a replacement of just the replacement of the
downstream arch section of the bridge. Any “loss of storage” will likely be minimal and
readily accommodated in the recreational area and in more than five hundred acres of hydric
soils/wetlands located downstream of the Lower Denmark Road bridge.
Supplemental “loss of storage” computations may be needed at a later date to support an
application to NJDEP for an FHAIP in the next phase of the project.
Increasing the hydraulic opening width, within the constraints of the existing channel banks,
would have a negligible change on the roadway overtopping depths. The 10 year and higher
frequency design storms will continue (theoretically) to overtop the north approach roadway.
Increasing the profile elevation and widening the hydraulic opening to accommodate the 100
year storm event will require significant property acquisition due to the close proximity to the
road and the structure and may not result in any improvement to the overtopping of the north
approach roadway. The existing and the proposed structures do not overtop for the 100 year
design storm. Based on our correspondence with the NJDOT Drainage Unit, there is no
flooding record for the project location and it is not in the Drainage Management Unit‟s
DMS Ranking List. Since the project does not have a history flooding and adverse impacts
would result from raising the roadway elevation, we recommend that any proposed structure
Lower Denmark
Rd. Bridge
Route 31 Bridge
500+ acres of hydric
soils/wetlands
Recreational Area
Page 11
HYDROLOGY & HYDRAULICS REPORT FOR FLOOD HAZARD AREA COMPLIANCE
Route 31 over Furnace Brook Page 9 of 9
be hydraulically equivalent to the existing structure and the existing roadway profile be
maintained.
The proposed structure replacement will therefore maintain the hydraulic opening of the
existing upstream opening. The proposed low chord of the superstructure will be set at the
same elevation as the existing upstream low chord and the low chord will be level across the
4 corners of the bridge.
When the rating runs are compared, the resultant water surfaces are essentially unchanged
(+/- 0.03 ft or fps) between stations 6600-7400 and between stations 7722-9000. The only
measurable changes occur in the 2 cross sections immediately upstream of the bridge at 7500
and 7600.
See HEC-RAS output for the proposed conditions run using rating discharges in APPENDIX
F. See HEC-RAS summary output for the existing vs. proposed runs using the rating
discharges in APPENDIX G.
6 – NJDEP Land Use Regulation and Permits
Since the crossing has a contributory watershed in excess of 50 acres, the project is regulated
under the Flood Hazard Area Control Act (FHACA) for both Flood Hazard Area and for
Riparian Zones. As described above, “Method 6 - Flood Hazard and Floodway determined
by calculation” has been used to establish regulatory flood limits.
The Flood Hazard Area elevations and channel velocities will not significantly change from
existing. Therefore there will be no adverse impacts or substantive loss of flood storage
upstream or increase in scour due to changes in flow velocities downstream of the project.
The project is therefore in compliance with the provisions of Section 7:13-11.6 of the Flood
Hazard Area Control Act.
According to the NJDEP Surface Water Quality Standards the stream is designated as FW2-
TP, C1 and as such will be subject to a 300 foot Riparian Zone and a 150 foot wetlands
transition area. In addition, if the project triggers the Stormwater Management Rule, the
stream will also be subject to a 300 foot Special Water Resources Protection Area (SWRPA).
The project should avoid unnecessary full depth pavement removal and/or the addition of
new impervious surfaces that would trigger the Stormwater Rules.
It is anticipated that the project will require a Flood Hazard Area Individual Permit and one
or more Freshwater Wetland General Permits. A General Permit (GP) #10 (for road
crossings) can be utilized for the project to disturb wetlands, transition areas, and State open
waters. This permit is subject to a ¼ acre disturbance limitation. GPs are also available for
underground utility lines (GP #2), above ground utility lines (GP #21), and stormwater
outfalls (GP #11), should these be required.
Design of the new bridge must minimize the impacts on each of these environmentally
sensitive areas. The project also lies within the Highlands Planning Area; however, approval
from NJDEP for the Highlands is not anticipated to be required since the project proposes no
new through lanes.
Page 12
APPENDIX A
INFORMATION
Page 13
Scale 1:4655
Map Output http://njgin.state.nj.us/OIT_GISTOOLS/aicServlet?ServiceName=NJDEP&ClientVersion=4.0&...
1 of 1 9/14/2009 10:55 AM
Page 16
warrenTR20.txtWinTR-20: Version 1.10 0 0 0 NOAA Atlas 14 Precipitation tables and values (inches)State, New Jersey Lon (dd), -75.014 Lat (dd), 40.848
STORM ANALYSIS: 1_yr_stm 2.78 1_yr_tbl 2 3.34 2_yr_stm 3.34 2_yr_tbl 2 5_yr_stm 4.18 5_yr_tbl 2 10_yr_stm 4.89 10_yr_tbl 2 25_yr_stm 5.93 25_yr_tbl 2 50_yr_stm 6.83 50_yr_tbl 2 100_yr_stm 7.82 100_yr_tbl2 200_yr_stm 8.91 200_yr_tbl2 500_yr_stm 10.56 500_yr_tbl2
RAINFALL DISTRIBUTION: 1_yr_tbl 0.1 0.0 0.000088 0.000213 0.000375 0.000573 0.000808 0.0011 0.0014 0.0017 0.0021 0.0025 0.0030 0.0035 0.0040 0.0046 0.0052 0.0058 0.0065 0.0072 0.0079 0.0087 0.0095 0.0104 0.0113 0.0122 0.0132 0.0142 0.0152 0.0163 0.0174 0.0186 0.0198 0.0210 0.0223 0.0236 0.0249 0.0263 0.0277 0.0291 0.0306 0.0321 0.0337 0.0353 0.0369 0.0385 0.0402 0.0420 0.0438 0.0456 0.0474 0.0493 0.0512 0.0532 0.0552 0.0572 0.0593 0.0614 0.0635 0.0657 0.0679 0.0701 0.0724 0.0748 0.0771 0.0795 0.0819 0.0844 0.0869 0.0895 0.0920 0.0947 0.0973 0.1000 0.1027 0.1055 0.1083 0.1111 0.1140 0.1169 0.1199 0.1228 0.1259 0.1289 0.1320 0.1351 0.1383 0.1415 0.1447 0.1480 0.1513 0.1547 0.1595 0.1643 0.1693 0.1743 0.1794 0.1845 0.1897 0.1950 0.2003 0.2057 0.2112 0.2168 0.2224 0.2281 0.2338 0.2396 0.2453 0.2511 0.2568 0.2626 0.2709 0.2791 0.2874 0.2957 0.3040 0.3191 0.3342 0.3590 0.3978 0.4698 0.6022 0.6410 0.6658 0.6809 0.6960 0.7043 0.7126 0.7209 0.7291 0.7374 0.7432 0.7489 0.7547 0.7604 0.7662 0.7719 0.7776 0.7832 0.7888 0.7943 0.7997 0.8050 0.8103 0.8155 0.8206 0.8257 0.8307 0.8357 0.8405 0.8453 0.8487 0.8520 0.8553 0.8585 0.8617 0.8649 0.8680 0.8711 0.8741 0.8772 0.8801 0.8831 0.8860 0.8889 0.8917 0.8945 0.8973 0.9000 0.9027 0.9053 0.9080 0.9105 0.9131 0.9156 0.9181 0.9205 0.9229 0.9252 0.9276 0.9299 0.9321 0.9343 0.9365 0.9386 0.9407 0.9428 0.9448 0.9468 0.9488 0.9507 0.9526 0.9544 0.9562 0.9580 0.9598 0.9615 0.9631 0.9647 0.9663 0.9679 0.9694 0.9709 0.9723 0.9737 0.9751 0.9764 0.9777 0.9790 0.9802 0.9814 0.9826 0.9837 0.9848 0.9858
Page 1
Page 17
warrenTR20.txt 0.9868 0.9878 0.9887 0.9896 0.9905 0.9913 0.9921 0.9928 0.9935 0.9942 0.9948 0.9954 0.9960 0.9965 0.9970 0.9975 0.9979 0.9983 0.9986 0.9989 0.999192 0.999427 0.999625 0.999787 0.999912 1.0 2_yr_tbl 0.1 0.0 0.000019 0.000076 0.000171 0.000305 0.000476 0.000685 0.000933 0.0012 0.0015 0.0019 0.0023 0.0027 0.0032 0.0037 0.0043 0.0049 0.0055 0.0062 0.0069 0.0076 0.0084 0.0092 0.0101 0.0110 0.0119 0.0129 0.0139 0.0149 0.0160 0.0171 0.0183 0.0195 0.0207 0.0220 0.0233 0.0247 0.0261 0.0275 0.0290 0.0305 0.0320 0.0336 0.0352 0.0369 0.0385 0.0403 0.0421 0.0439 0.0457 0.0476 0.0495 0.0515 0.0535 0.0555 0.0576 0.0597 0.0618 0.0640 0.0663 0.0685 0.0708 0.0732 0.0756 0.0780 0.0804 0.0829 0.0855 0.0880 0.0906 0.0933 0.0960 0.0987 0.1014 0.1042 0.1071 0.1100 0.1129 0.1158 0.1188 0.1218 0.1249 0.1280 0.1311 0.1343 0.1375 0.1408 0.1441 0.1474 0.1508 0.1542 0.1589 0.1637 0.1686 0.1735 0.1785 0.1835 0.1887 0.1939 0.1991 0.2044 0.2098 0.2153 0.2208 0.2264 0.2320 0.2374 0.2428 0.2482 0.2536 0.2590 0.2674 0.2757 0.2841 0.2925 0.3009 0.3171 0.3332 0.3587 0.3982 0.4713 0.6018 0.6413 0.6668 0.6829 0.6991 0.7075 0.7159 0.7243 0.7326 0.7410 0.7464 0.7518 0.7572 0.7626 0.7680 0.7736 0.7792 0.7847 0.7902 0.7956 0.8009 0.8061 0.8113 0.8165 0.8215 0.8265 0.8314 0.8363 0.8411 0.8458 0.8492 0.8526 0.8559 0.8592 0.8625 0.8657 0.8689 0.8720 0.8751 0.8782 0.8812 0.8842 0.8871 0.8900 0.8929 0.8958 0.8986 0.9013 0.9040 0.9067 0.9094 0.9120 0.9145 0.9171 0.9196 0.9220 0.9244 0.9268 0.9292 0.9315 0.9337 0.9360 0.9382 0.9403 0.9424 0.9445 0.9465 0.9485 0.9505 0.9524 0.9543 0.9561 0.9579 0.9597 0.9615 0.9631 0.9648 0.9664 0.9680 0.9695 0.9710 0.9725 0.9739 0.9753 0.9767 0.9780 0.9793 0.9805 0.9817 0.9829 0.9840 0.9851 0.9861 0.9871 0.9881 0.9890 0.9899 0.9908 0.9916 0.9924 0.9931 0.9938 0.9945 0.9951 0.9957 0.9963 0.9968 0.9973 0.9977 0.9981 0.9985 0.9988 0.999067 0.999315 0.999524 0.999695 0.999829 0.999924 0.999981 1.0 5_yr_tbl 0.1 0.0 0.000019 0.000078 0.000175 0.000312 0.000487 0.000702 0.000955 0.0012 0.0016 0.0019 0.0024 0.0028 0.0033 0.0038 0.0044 0.0050 0.0056 0.0063 0.0070 0.0078 0.0086 0.0094 0.0103 0.0112 0.0122 0.0132 0.0142 0.0153 0.0164 0.0175 0.0187 0.0200 0.0212 0.0225 0.0239 0.0253 0.0267 0.0281 0.0296 0.0312 0.0328 0.0344 0.0360 0.0377 0.0395 0.0412 0.0431 0.0449 0.0468
Page 2
Page 18
warrenTR20.txt 0.0487 0.0507 0.0527 0.0548 0.0568 0.0590 0.0611 0.0633 0.0656 0.0679 0.0702 0.0725 0.0749 0.0774 0.0798 0.0824 0.0849 0.0875 0.0901 0.0928 0.0955 0.0983 0.1011 0.1039 0.1067 0.1096 0.1126 0.1156 0.1186 0.1217 0.1248 0.1279 0.1311 0.1343 0.1375 0.1408 0.1442 0.1475 0.1510 0.1544 0.1579 0.1624 0.1670 0.1716 0.1763 0.1811 0.1859 0.1908 0.1957 0.2008 0.2058 0.2109 0.2161 0.2214 0.2267 0.2321 0.2371 0.2421 0.2471 0.2522 0.2572 0.2658 0.2744 0.2830 0.2916 0.3002 0.3175 0.3347 0.3615 0.4024 0.4742 0.5976 0.6385 0.6653 0.6825 0.6998 0.7084 0.7170 0.7256 0.7342 0.7428 0.7478 0.7529 0.7579 0.7629 0.7679 0.7733 0.7786 0.7839 0.7891 0.7942 0.7992 0.8043 0.8092 0.8141 0.8189 0.8237 0.8284 0.8330 0.8376 0.8421 0.8456 0.8490 0.8525 0.8558 0.8592 0.8625 0.8657 0.8689 0.8721 0.8752 0.8783 0.8814 0.8844 0.8874 0.8904 0.8933 0.8961 0.8989 0.9017 0.9045 0.9072 0.9099 0.9125 0.9151 0.9176 0.9202 0.9226 0.9251 0.9275 0.9298 0.9321 0.9344 0.9367 0.9389 0.9410 0.9432 0.9452 0.9473 0.9493 0.9513 0.9532 0.9551 0.9569 0.9588 0.9605 0.9623 0.9640 0.9656 0.9672 0.9688 0.9704 0.9719 0.9733 0.9747 0.9761 0.9775 0.9788 0.9800 0.9813 0.9825 0.9836 0.9847 0.9858 0.9868 0.9878 0.9888 0.9897 0.9906 0.9914 0.9922 0.9930 0.9937 0.9944 0.9950 0.9956 0.9962 0.9967 0.9972 0.9976 0.9981 0.9984 0.9988 0.999045 0.999298 0.999513 0.999688 0.999825 0.999922 0.999981 1.0 10_yr_tbl 0.1 0.0 0.000020 0.000079 0.000177 0.000315 0.000492 0.000709 0.000965 0.0013 0.0016 0.0020 0.0024 0.0028 0.0033 0.0039 0.0044 0.0050 0.0057 0.0064 0.0071 0.0079 0.0087 0.0095 0.0104 0.0113 0.0123 0.0133 0.0144 0.0154 0.0166 0.0177 0.0189 0.0202 0.0214 0.0228 0.0241 0.0255 0.0270 0.0284 0.0300 0.0315 0.0331 0.0347 0.0364 0.0381 0.0399 0.0417 0.0435 0.0454 0.0473 0.0492 0.0512 0.0532 0.0553 0.0574 0.0596 0.0618 0.0640 0.0662 0.0685 0.0709 0.0733 0.0757 0.0782 0.0807 0.0832 0.0858 0.0884 0.0911 0.0938 0.0965 0.0993 0.1021 0.1049 0.1078 0.1108 0.1137 0.1168 0.1198 0.1229 0.1260 0.1292 0.1324 0.1357 0.1390 0.1423 0.1456 0.1491 0.1525 0.1560 0.1595 0.1640 0.1685 0.1732 0.1778 0.1826 0.1873 0.1922 0.1971 0.2021 0.2071 0.2122 0.2173 0.2225 0.2278 0.2331 0.2382 0.2434 0.2485 0.2536 0.2587 0.2673 0.2759 0.2845 0.2930 0.3016 0.3200 0.3384 0.3661 0.4065 0.4744 0.5935 0.6339 0.6616 0.6800 0.6984 0.7070 0.7155 0.7241 0.7327 0.7413 0.7464 0.7515 0.7566 0.7618
Page 3
Page 19
warrenTR20.txt 0.7669 0.7722 0.7775 0.7827 0.7878 0.7929 0.7979 0.8029 0.8078 0.8127 0.8174 0.8222 0.8268 0.8315 0.8360 0.8405 0.8440 0.8475 0.8509 0.8544 0.8577 0.8610 0.8643 0.8676 0.8708 0.8740 0.8771 0.8802 0.8832 0.8863 0.8892 0.8922 0.8951 0.8979 0.9007 0.9035 0.9062 0.9089 0.9116 0.9142 0.9168 0.9193 0.9218 0.9243 0.9267 0.9291 0.9315 0.9338 0.9360 0.9382 0.9404 0.9426 0.9447 0.9468 0.9488 0.9508 0.9527 0.9546 0.9565 0.9583 0.9601 0.9619 0.9636 0.9653 0.9669 0.9685 0.9700 0.9716 0.9730 0.9745 0.9759 0.9772 0.9786 0.9798 0.9811 0.9823 0.9834 0.9846 0.9856 0.9867 0.9877 0.9887 0.9896 0.9905 0.9913 0.9921 0.9929 0.9936 0.9943 0.9950 0.9956 0.9961 0.9967 0.9972 0.9976 0.9980 0.9984 0.9987 0.999035 0.999291 0.999508 0.999685 0.999823 0.999921 0.999980 1.0 25_yr_tbl 0.1 0.0 0.000020 0.000079 0.000178 0.000316 0.000494 0.000712 0.000969 0.0013 0.0016 0.0020 0.0024 0.0028 0.0033 0.0039 0.0045 0.0051 0.0057 0.0064 0.0071 0.0079 0.0087 0.0096 0.0105 0.0114 0.0124 0.0134 0.0144 0.0155 0.0166 0.0178 0.0190 0.0203 0.0215 0.0229 0.0242 0.0256 0.0271 0.0286 0.0301 0.0316 0.0332 0.0349 0.0366 0.0383 0.0401 0.0419 0.0437 0.0456 0.0475 0.0494 0.0514 0.0535 0.0556 0.0577 0.0598 0.0620 0.0643 0.0665 0.0688 0.0712 0.0736 0.0760 0.0785 0.0810 0.0836 0.0862 0.0888 0.0915 0.0942 0.0969 0.0997 0.1025 0.1054 0.1083 0.1113 0.1142 0.1173 0.1203 0.1234 0.1266 0.1298 0.1330 0.1363 0.1396 0.1429 0.1463 0.1497 0.1532 0.1567 0.1602 0.1647 0.1693 0.1740 0.1787 0.1834 0.1883 0.1931 0.1981 0.2031 0.2082 0.2133 0.2185 0.2237 0.2290 0.2344 0.2393 0.2442 0.2491 0.2540 0.2589 0.2681 0.2774 0.2867 0.2960 0.3052 0.3241 0.3430 0.3713 0.4123 0.4750 0.5877 0.6287 0.6570 0.6759 0.6948 0.7040 0.7133 0.7226 0.7319 0.7411 0.7460 0.7509 0.7558 0.7607 0.7656 0.7710 0.7763 0.7815 0.7867 0.7918 0.7969 0.8019 0.8069 0.8117 0.8166 0.8213 0.8260 0.8307 0.8353 0.8398 0.8433 0.8468 0.8503 0.8537 0.8571 0.8604 0.8637 0.8670 0.8702 0.8734 0.8766 0.8797 0.8827 0.8858 0.8887 0.8917 0.8946 0.8975 0.9003 0.9031 0.9058 0.9085 0.9112 0.9138 0.9164 0.9190 0.9215 0.9240 0.9264 0.9288 0.9312 0.9335 0.9357 0.9380 0.9402 0.9423 0.9444 0.9465 0.9486 0.9506 0.9525 0.9544 0.9563 0.9581 0.9599 0.9617 0.9634 0.9651 0.9668 0.9684 0.9699 0.9714 0.9729 0.9744 0.9758 0.9771 0.9785 0.9797 0.9810 0.9822 0.9834 0.9845 0.9856 0.9866 0.9876 0.9886 0.9895 0.9904 0.9913
Page 4
Page 20
warrenTR20.txt 0.9921 0.9929 0.9936 0.9943 0.9949 0.9955 0.9961 0.9967 0.9972 0.9976 0.9980 0.9984 0.9987 0.999031 0.999288 0.999506 0.999684 0.999822 0.999921 0.999980 1.0 50_yr_tbl 0.1 0.0 0.000020 0.000079 0.000178 0.000317 0.000495 0.000713 0.000970 0.0013 0.0016 0.0020 0.0024 0.0029 0.0033 0.0039 0.0045 0.0051 0.0057 0.0064 0.0071 0.0079 0.0087 0.0096 0.0105 0.0114 0.0124 0.0134 0.0144 0.0155 0.0166 0.0178 0.0190 0.0203 0.0216 0.0229 0.0242 0.0257 0.0271 0.0286 0.0301 0.0317 0.0333 0.0349 0.0366 0.0383 0.0401 0.0419 0.0437 0.0456 0.0475 0.0495 0.0515 0.0535 0.0556 0.0577 0.0599 0.0621 0.0643 0.0666 0.0689 0.0713 0.0736 0.0761 0.0786 0.0811 0.0836 0.0862 0.0889 0.0915 0.0942 0.0970 0.0998 0.1026 0.1055 0.1084 0.1113 0.1143 0.1174 0.1204 0.1235 0.1267 0.1299 0.1331 0.1364 0.1397 0.1430 0.1464 0.1498 0.1533 0.1568 0.1603 0.1649 0.1696 0.1743 0.1791 0.1839 0.1888 0.1938 0.1988 0.2039 0.2090 0.2143 0.2195 0.2249 0.2303 0.2357 0.2404 0.2451 0.2498 0.2545 0.2592 0.2688 0.2785 0.2881 0.2978 0.3075 0.3274 0.3473 0.3760 0.4160 0.4763 0.5840 0.6240 0.6527 0.6726 0.6925 0.7022 0.7119 0.7215 0.7312 0.7408 0.7455 0.7502 0.7549 0.7596 0.7643 0.7697 0.7751 0.7805 0.7857 0.7910 0.7961 0.8012 0.8062 0.8112 0.8161 0.8209 0.8257 0.8304 0.8351 0.8397 0.8432 0.8467 0.8502 0.8536 0.8570 0.8603 0.8636 0.8669 0.8701 0.8733 0.8765 0.8796 0.8826 0.8857 0.8887 0.8916 0.8945 0.8974 0.9002 0.9030 0.9058 0.9085 0.9111 0.9138 0.9164 0.9189 0.9214 0.9239 0.9264 0.9287 0.9311 0.9334 0.9357 0.9379 0.9401 0.9423 0.9444 0.9465 0.9485 0.9505 0.9525 0.9544 0.9563 0.9581 0.9599 0.9617 0.9634 0.9651 0.9667 0.9683 0.9699 0.9714 0.9729 0.9743 0.9758 0.9771 0.9784 0.9797 0.9810 0.9822 0.9834 0.9845 0.9856 0.9866 0.9876 0.9886 0.9895 0.9904 0.9913 0.9921 0.9929 0.9936 0.9943 0.9949 0.9955 0.9961 0.9967 0.9971 0.9976 0.9980 0.9984 0.9987 0.999030 0.999287 0.999505 0.999683 0.999822 0.999921 0.999980 1.0 100_yr_tbl 0.1 0.0 0.000020 0.000078 0.000176 0.000313 0.000489 0.000705 0.000959 0.0013 0.0016 0.0020 0.0024 0.0028 0.0033 0.0038 0.0044 0.0050 0.0057 0.0063 0.0071 0.0078 0.0086 0.0095 0.0104 0.0113 0.0122 0.0132 0.0143 0.0153 0.0165 0.0176 0.0188 0.0200 0.0213 0.0226 0.0240 0.0254 0.0268 0.0283 0.0298 0.0313 0.0329 0.0345 0.0362 0.0379 0.0396 0.0414 0.0432 0.0451 0.0470 0.0489 0.0509 0.0529 0.0550 0.0571
Page 5
Page 21
warrenTR20.txt 0.0592 0.0614 0.0636 0.0659 0.0681 0.0705 0.0728 0.0753 0.0777 0.0802 0.0827 0.0853 0.0879 0.0905 0.0932 0.0959 0.0987 0.1015 0.1043 0.1072 0.1101 0.1131 0.1161 0.1191 0.1222 0.1253 0.1284 0.1316 0.1349 0.1381 0.1414 0.1448 0.1482 0.1516 0.1551 0.1586 0.1633 0.1680 0.1729 0.1778 0.1827 0.1878 0.1929 0.1980 0.2032 0.2085 0.2139 0.2193 0.2248 0.2303 0.2359 0.2405 0.2451 0.2497 0.2543 0.2590 0.2692 0.2794 0.2896 0.2999 0.3101 0.3306 0.3510 0.3802 0.4197 0.4775 0.5803 0.6198 0.6490 0.6694 0.6899 0.7001 0.7104 0.7206 0.7308 0.7410 0.7457 0.7503 0.7549 0.7595 0.7641 0.7697 0.7752 0.7807 0.7861 0.7915 0.7968 0.8020 0.8071 0.8122 0.8173 0.8222 0.8271 0.8320 0.8367 0.8414 0.8449 0.8484 0.8518 0.8552 0.8586 0.8619 0.8651 0.8684 0.8716 0.8747 0.8778 0.8809 0.8839 0.8869 0.8899 0.8928 0.8957 0.8985 0.9013 0.9041 0.9068 0.9095 0.9121 0.9147 0.9173 0.9198 0.9223 0.9247 0.9272 0.9295 0.9319 0.9341 0.9364 0.9386 0.9408 0.9429 0.9450 0.9471 0.9491 0.9511 0.9530 0.9549 0.9568 0.9586 0.9604 0.9621 0.9638 0.9655 0.9671 0.9687 0.9702 0.9717 0.9732 0.9746 0.9760 0.9774 0.9787 0.9800 0.9812 0.9824 0.9835 0.9847 0.9857 0.9868 0.9878 0.9887 0.9896 0.9905 0.9914 0.9922 0.9929 0.9937 0.9943 0.9950 0.9956 0.9962 0.9967 0.9972 0.9976 0.9980 0.9984 0.9987 0.999041 0.999295 0.999511 0.999687 0.999824 0.999922 0.999980 1.0 200_yr_tbl 0.1 0.0 0.000019 0.000077 0.000173 0.000307 0.000480 0.000691 0.000940 0.0012 0.0016 0.0019 0.0023 0.0028 0.0032 0.0038 0.0043 0.0049 0.0055 0.0062 0.0069 0.0077 0.0085 0.0093 0.0102 0.0111 0.0120 0.0130 0.0140 0.0150 0.0161 0.0173 0.0184 0.0197 0.0209 0.0222 0.0235 0.0249 0.0263 0.0277 0.0292 0.0307 0.0323 0.0339 0.0355 0.0372 0.0389 0.0406 0.0424 0.0442 0.0461 0.0480 0.0499 0.0519 0.0539 0.0560 0.0581 0.0602 0.0624 0.0646 0.0668 0.0691 0.0714 0.0738 0.0762 0.0786 0.0811 0.0836 0.0861 0.0887 0.0914 0.0940 0.0967 0.0995 0.1023 0.1051 0.1079 0.1108 0.1138 0.1168 0.1198 0.1228 0.1259 0.1290 0.1322 0.1354 0.1387 0.1419 0.1453 0.1486 0.1520 0.1554 0.1603 0.1652 0.1703 0.1753 0.1805 0.1857 0.1910 0.1963 0.2017 0.2072 0.2128 0.2184 0.2241 0.2299 0.2357 0.2401 0.2444 0.2488 0.2532 0.2576 0.2686 0.2796 0.2906 0.3016 0.3126 0.3337 0.3548 0.3842 0.4232 0.4780 0.5768 0.6158 0.6452 0.6663 0.6874 0.6984 0.7094 0.7204 0.7314 0.7424 0.7468 0.7512 0.7556 0.7599 0.7643 0.7701 0.7759 0.7816 0.7872
Page 6
Page 22
warrenTR20.txt 0.7928 0.7983 0.8037 0.8090 0.8143 0.8195 0.8247 0.8297 0.8348 0.8397 0.8446 0.8480 0.8514 0.8547 0.8581 0.8613 0.8646 0.8678 0.8710 0.8741 0.8772 0.8802 0.8832 0.8862 0.8892 0.8921 0.8949 0.8977 0.9005 0.9033 0.9060 0.9086 0.9113 0.9139 0.9164 0.9189 0.9214 0.9238 0.9262 0.9286 0.9309 0.9332 0.9354 0.9376 0.9398 0.9419 0.9440 0.9461 0.9481 0.9501 0.9520 0.9539 0.9558 0.9576 0.9594 0.9611 0.9628 0.9645 0.9661 0.9677 0.9693 0.9708 0.9723 0.9737 0.9751 0.9765 0.9778 0.9791 0.9803 0.9816 0.9827 0.9839 0.9850 0.9860 0.9870 0.9880 0.9889 0.9898 0.9907 0.9915 0.9923 0.9931 0.9938 0.9945 0.9951 0.9957 0.9962 0.9968 0.9972 0.9977 0.9981 0.9984 0.9988 0.999060 0.999309 0.999520 0.999693 0.999827 0.999923 0.999981 1.0 500_yr_tbl 0.1 0.0 0.000019 0.000074 0.000167 0.000297 0.000465 0.000669 0.000911 0.0012 0.0015 0.0019 0.0022 0.0027 0.0031 0.0036 0.0042 0.0048 0.0054 0.0060 0.0067 0.0074 0.0082 0.0090 0.0098 0.0107 0.0116 0.0126 0.0136 0.0146 0.0156 0.0167 0.0179 0.0190 0.0202 0.0215 0.0228 0.0241 0.0254 0.0268 0.0283 0.0297 0.0312 0.0328 0.0344 0.0360 0.0376 0.0393 0.0411 0.0428 0.0446 0.0465 0.0483 0.0503 0.0522 0.0542 0.0562 0.0583 0.0604 0.0625 0.0647 0.0669 0.0692 0.0715 0.0738 0.0761 0.0785 0.0810 0.0834 0.0860 0.0885 0.0911 0.0937 0.0964 0.0991 0.1018 0.1046 0.1074 0.1102 0.1131 0.1160 0.1190 0.1220 0.1250 0.1281 0.1312 0.1343 0.1375 0.1407 0.1440 0.1472 0.1506 0.1557 0.1608 0.1661 0.1714 0.1768 0.1823 0.1878 0.1934 0.1991 0.2049 0.2107 0.2166 0.2226 0.2287 0.2348 0.2392 0.2436 0.2479 0.2523 0.2566 0.2684 0.2801 0.2919 0.3036 0.3153 0.3373 0.3593 0.3890 0.4274 0.4789 0.5726 0.6110 0.6407 0.6627 0.6847 0.6964 0.7081 0.7199 0.7316 0.7434 0.7477 0.7521 0.7564 0.7608 0.7652 0.7713 0.7774 0.7834 0.7893 0.7951 0.8009 0.8066 0.8122 0.8177 0.8232 0.8286 0.8339 0.8392 0.8443 0.8494 0.8528 0.8560 0.8593 0.8625 0.8657 0.8688 0.8719 0.8750 0.8780 0.8810 0.8840 0.8869 0.8898 0.8926 0.8954 0.8982 0.9009 0.9036 0.9063 0.9089 0.9115 0.9140 0.9166 0.9190 0.9215 0.9239 0.9262 0.9285 0.9308 0.9331 0.9353 0.9375 0.9396 0.9417 0.9438 0.9458 0.9478 0.9497 0.9517 0.9535 0.9554 0.9572 0.9589 0.9607 0.9624 0.9640 0.9656 0.9672 0.9688 0.9703 0.9717 0.9732 0.9746 0.9759 0.9772 0.9785 0.9798 0.9810 0.9821 0.9833 0.9844 0.9854 0.9864 0.9874 0.9884 0.9893 0.9902 0.9910 0.9918 0.9926 0.9933 0.9940 0.9946 0.9952
Page 7
Page 23
warrenTR20.txt 0.9958 0.9964 0.9969 0.9973 0.9978 0.9981 0.9985 0.9988 0.999089 0.999331 0.999535 0.999703 0.999833 0.999926 0.999981 1.0
Page 8
Page 24
NEW JERSEY DEPARTMENT OF TRANSPORTATION
MEMORANDUM
TO:
Veronica Murphy Division of Project Development (North)
FROM:
Raj Patel Drainage Unit Division of Design Services
DATE:
April 30, 2010
PHONE:
609-530- 2198
SUBJECT:
Management Systems Data Request for Route 31 (Structure #: 2111-154 at M.P. 46.83) Over Furnace Brook Oxford Township, Warren County
In response to your request dated April 28, 2010, Route 31 (Structure #: 2111-154 at M.P. 46.83) Over Furnace Brook is not in Drainage Management Unit’s DMS Ranking List. We do not have flooding records for the project limit. Maintenance Crew Expenditure records for the project limits are listed below: Date M.P. Labor Equipment Material March 04, 08 46.5 $ 932 $ 223 $0 April 30, 08 46.7 $ 454 $ 35 $ 22 January 05, 07 47 $ 619 $ 108 $ 60 March 31, 08 47.5 $ 72 $ 18 $ 0
CC: Manager, K. Chan, file
Page 39
APPENDIX B
USGS StreamStats Data
Page 40
USGS StreamStats
http://streamstatsags.cr.usgs.gov/nj_ss/default.aspx?stabbr=nj&dt=1366294482771[4/18/2013 10:16:26 AM]
Page 41
Streamflow Statistics Report
http://streamstatsags.cr.usgs.gov/gisimg/Reports/FlowStatsReport1754083_2013417115944.htm?cmd=ComputeFlows[4/17/2013 2:00:25 PM]
;onpageshow='if(!done)window.onload();'
Streamstats Ungaged Site Report
Date: Wed Apr 17 2013 11:59:44 Mountain Daylight TimeSite Location: New_JerseyNAD27 Latitude: 40.8039 (40 48 14)NAD27 Longitude: -74.9952 (-74 59 43)NAD83 Latitude: 40.8040 (40 48 14)NAD83 Longitude: -74.9948 (-74 59 41)Drainage Area: 4.28 mi2
Peak Flows Region Basin Characteristics100% Peak Valley and Ridge Region 2009 5167 (4.28 mi2)
Parameter Value Regression Equation Valid Range
Min Max
Drainage Area (square miles) 4.28 0.87 763
Percent Storage (percent) 11.6 2.36 30.1
Stream Slope 10 and 85 Method (feet per mi) 83.6 2.56 268
Basin Population Density (persons per square mile) 301 35 1493
Peak Flows Region Streamflow Statistics
Statistic Flow (ft3/s) Prediction Error (percent)Equivalentyears ofrecord
90-Percent Prediction Interval
Minimum Maximum
PK2 226 50 1 PK5 377 51 2 PK10 498 52 3 PK25 672 55 4 PK50 811 57 5 PK100 968 60 5 PK500 1370 66 6
Page 42
APPENDIX C
NRCS TR-55 Hydrology
Page 43
Table of Contents
18Unit Hydrograph Summary, 100 years
SA-6
16Unit Hydrograph Summary, 100 years
SA-5
14Unit Hydrograph Summary, 100 years
SA-4
12Unit Hydrograph Summary, 100 years
SA-3
10Unit Hydrograph Summary, 100 years
SA-2
8Unit Hydrograph Summary, 100 years
SA-1
6Unit Hydrograph Summary, 100 years
Oxford Furnace Lake
4Time-Depth Curve, 100 yearsWarren County TR-20
2Master Network Summary
Page 44
Subsection: Master Network Summary
Catchments Summary
Peak Flow(ft³/s)
Time to Peak(hours)
HydrographVolume(ac-ft)
ReturnEvent
(years)
ScenarioLabel
17.9712.5403.11122 YearSA-1
50.3712.4607.5071010 YearSA-1
74.4412.46011.0102525 YearSA-1
95.6212.46014.2885050 YearSA-1
119.2912.46018.098100100 YearSA-1
23.9412.4503.73422 YearSA-2
66.3112.3909.0081010 YearSA-2
97.6312.39013.2112525 YearSA-2
125.0012.39017.1445050 YearSA-2
155.4612.39021.715100100 YearSA-2
49.5912.80011.25122 YearSA-3
140.7712.68027.1581010 YearSA-3
210.1812.68039.8342525 YearSA-3
272.6712.68051.7025050 YearSA-3
343.0412.68065.492100100 YearSA-3
18.4512.5003.04322 YearSA-4
51.6712.4307.3421010 YearSA-4
76.1812.43010.7672525 YearSA-4
97.6612.43013.9735050 YearSA-4
121.6112.43017.698100100 YearSA-4
51.1413.00014.15322 YearSA-5
145.4013.00034.1811010 YearSA-5
217.6213.00050.1462525 YearSA-5
283.6112.83065.0945050 YearSA-5
359.4712.83082.466100100 YearSA-5
48.0312.85012.11022 YearSA-6
137.5112.84029.2381010 YearSA-6
205.4012.84042.8882525 YearSA-6
266.9812.84055.6685050 YearSA-6
336.5512.84070.520100100 YearSA-6
135.000.000267.99222 YearOxford Furnace Lake
135.000.000267.9921010 YearOxford Furnace Lake
135.000.000267.9922525 YearOxford Furnace Lake
135.000.000267.9925050 YearOxford Furnace Lake
135.000.000267.992100100 YearOxford Furnace Lake
Node Summary
Peak Flow(ft³/s)
Time to Peak(hours)
HydrographVolume(ac-ft)
ReturnEvent
(years)
ScenarioLabel
41.6012.4606.84522 YearSA-1 & 2 to SA-5
115.9112.46016.5161010 YearSA-1 & 2 to SA-5
170.4212.45024.2202525 YearSA-1 & 2 to SA-5
218.2612.45031.4335050 YearSA-1 & 2 to SA-5
Page 2 of 1927 Siemon Company Drive Suite 200 WWatertown, CT 06795 USA +1-203-755-1666
5/14/2013
Bentley PondPack V8i[08.11.01.54]
Bentley Systems, Inc. Haestad Methods SolutionCenterQ based on TR-20.ppc
Page 45
Subsection: Master Network Summary
Node Summary
Peak Flow(ft³/s)
Time to Peak(hours)
HydrographVolume(ac-ft)
ReturnEvent
(years)
ScenarioLabel
271.6112.45039.812100100 YearSA-1 & 2 to SA-5
49.5912.80011.25122 YearSA-3
140.7712.68027.1581010 YearSA-3
210.1812.68039.8342525 YearSA-3
272.6712.68051.7025050 YearSA-3
343.0412.68065.492100100 YearSA-3
218.3512.800288.76022 YearSA- 1, 2 & 5 toF.Brook
376.1712.700318.4531010 YearSA- 1, 2 & 5 toF.Brook
496.4812.700342.1172525 YearSA- 1, 2 & 5 toF.Brook
604.9112.690364.2745050 YearSA- 1, 2 & 5 toF.Brook
727.5812.690390.022100100 YearSA- 1, 2 & 5 toF.Brook
278.1012.820303.04022 YearFlow at Wash. Ave.Bridge
544.5512.710352.9251010 YearFlow at Wash. Ave.Bridge
749.2812.700392.6802525 YearFlow at Wash. Ave.Bridge
934.1612.700429.9025050 YearFlow at Wash. Ave.Bridge
1,143.0612.700473.156100100 YearFlow at Wash. Ave.Bridge
325.7712.830315.15022 YearFlow at Route 31Bridge
679.0612.800382.1631010 YearFlow at Route 31Bridge
951.5212.700435.5682525 YearFlow at Route 31Bridge
1,198.1712.700485.5705050 YearFlow at Route 31Bridge
1,476.9712.700543.677100100 YearFlow at Route 31Bridge
48.0312.85012.11022 YearSA-6 to F. Brook
137.5112.84029.2381010 YearSA-6 to F. Brook
205.4012.84042.8882525 YearSA-6 to F. Brook
266.9812.84055.6685050 YearSA-6 to F. Brook
336.5512.84070.520100100 YearSA-6 to F. Brook
Page 3 of 1927 Siemon Company Drive Suite 200 WWatertown, CT 06795 USA +1-203-755-1666
5/14/2013
Bentley PondPack V8i[08.11.01.54]
Bentley Systems, Inc. Haestad Methods SolutionCenterQ based on TR-20.ppc
Page 46
Storm Event: 100 yr - Warren County - TR20Label: Warren County TR-20
Return Event: 100 yearsSubsection: Time-Depth Curve
Time-Depth Curve: 100 yr - Warren County - TR20
100 yr - WarrenCounty - TR20
Label
hours0.000Start Time
hours0.100Increment
hours24.000End Time
years100Return Event
CUMULATIVE RAINFALL (in)Output Time Increment = 0.100 hours
Time on left represents time for first value in each row.Depth(in)
Depth(in)
Depth(in)
Depth(in)
Depth(in)
Time(hours)
0.00.00.00.00.00.000
0.00.00.00.00.00.500
0.00.00.00.00.01.000
0.10.00.00.00.01.500
0.10.10.10.10.12.000
0.10.10.10.10.12.500
0.20.20.20.10.13.000
0.20.20.20.20.23.500
0.30.30.30.30.24.000
0.40.40.30.30.34.500
0.40.40.40.40.45.000
0.50.50.50.50.55.500
0.60.60.60.60.66.000
0.70.70.70.70.66.500
0.80.80.80.80.77.000
1.00.90.90.90.97.500
1.11.11.01.01.08.000
1.21.21.21.11.18.500
1.41.41.31.31.29.000
1.61.51.51.51.49.500
1.81.81.71.71.610.000
2.02.01.91.91.810.500
2.32.32.22.12.011.000
3.33.02.72.62.411.500
5.25.14.84.53.712.000
5.75.65.65.55.412.500
5.95.95.95.85.813.000
6.16.16.16.06.013.500
6.46.36.36.26.214.000
6.56.56.56.46.414.500
6.76.76.66.66.615.000
6.86.86.86.76.715.500
6.96.96.96.96.816.000
7.07.07.07.07.016.500
7.27.17.17.17.117.000
Page 4 of 1927 Siemon Company Drive Suite 200 WWatertown, CT 06795 USA +1-203-755-1666
5/14/2013
Bentley PondPack V8i[08.11.01.54]
Bentley Systems, Inc. Haestad Methods SolutionCenterQ based on TR-20.ppc
Page 47
Storm Event: 100 yr - Warren County - TR20Label: Warren County TR-20
Return Event: 100 yearsSubsection: Time-Depth Curve
CUMULATIVE RAINFALL (in)Output Time Increment = 0.100 hours
Time on left represents time for first value in each row.Depth(in)
Depth(in)
Depth(in)
Depth(in)
Depth(in)
Time(hours)
7.37.27.27.27.217.500
7.37.37.37.37.318.000
7.47.47.47.47.418.500
7.57.57.57.57.419.000
7.67.67.57.57.519.500
7.67.67.67.67.620.000
7.77.77.77.67.620.500
7.77.77.77.77.721.000
7.87.77.77.77.721.500
7.87.87.87.87.822.000
7.87.87.87.87.822.500
7.87.87.87.87.823.000
7.87.87.87.87.823.500
(N/A)(N/A)(N/A)(N/A)7.824.000
Page 5 of 1927 Siemon Company Drive Suite 200 WWatertown, CT 06795 USA +1-203-755-1666
5/14/2013
Bentley PondPack V8i[08.11.01.54]
Bentley Systems, Inc. Haestad Methods SolutionCenterQ based on TR-20.ppc
Page 48
Storm Event: 100 yr - Warren County - TR20Label: Oxford Furnace Lake
Return Event: 100 yearsSubsection: Unit Hydrograph Summary
100 yr - WarrenCounty - TR20
Storm Event
years100Return Event
hours24.000Duration
in7.8Depth
hours0.083Time of Concentration(Composite)
acres0.001Area (User Defined)
ft³/s135.00Flow (Base)
hours0.011Computational TimeIncrement
hours0.000Time to Peak (Computed)
ft³/s0.00Flow (Peak, Computed)
hours0.010Output Increment
hours0.000Time to Flow (PeakInterpolated Output)
ft³/s135.00Flow (Peak InterpolatedOutput)
ft³/s135.00Flow (Peak) + Flow (Base)
Drainage Area
1.000SCS CN (Composite)
acres0.001Area (User Defined)
in990.0Maximum Retention(Pervious)
in198.0Maximum Retention(Pervious, 20 percent)
Cumulative Runoff
in0.0Cumulative Runoff Depth(Pervious)
ac-ft0.000Runoff Volume (Pervious)
Base + Runoff Volume (Area under Hydrograph curve)
ac-ft267.992Volume
SCS Unit Hydrograph Parameters
hours0.083Time of Concentration(Composite)
hours0.011Computational TimeIncrement
483.432Unit Hydrograph ShapeFactor
0.749K Factor
Page 6 of 1927 Siemon Company Drive Suite 200 WWatertown, CT 06795 USA +1-203-755-1666
5/14/2013
Bentley PondPack V8i[08.11.01.54]
Bentley Systems, Inc. Haestad Methods SolutionCenterQ based on TR-20.ppc
Page 49
Storm Event: 100 yr - Warren County - TR20Label: Oxford Furnace Lake
Return Event: 100 yearsSubsection: Unit Hydrograph Summary
SCS Unit Hydrograph Parameters
1.670Receding/Rising, Tr/Tp
ft³/s0.01Unit peak, qp
hours0.056Unit peak time, Tp
hours0.222Unit receding limb, Tr
hours0.278Total unit time, Tb
Page 7 of 1927 Siemon Company Drive Suite 200 WWatertown, CT 06795 USA +1-203-755-1666
5/14/2013
Bentley PondPack V8i[08.11.01.54]
Bentley Systems, Inc. Haestad Methods SolutionCenterQ based on TR-20.ppc
Page 50
Storm Event: 100 yr - Warren County - TR20Label: SA-1
Return Event: 100 yearsSubsection: Unit Hydrograph Summary
100 yr - WarrenCounty - TR20
Storm Event
years100Return Event
hours24.000Duration
in7.8Depth
hours0.640Time of Concentration(Composite)
acres59.760Area (User Defined)
hours0.085Computational TimeIncrement
hours12.459Time to Peak (Computed)
ft³/s119.34Flow (Peak, Computed)
hours0.010Output Increment
hours12.460Time to Flow (PeakInterpolated Output)
ft³/s119.29Flow (Peak InterpolatedOutput)
Drainage Area
64.000SCS CN (Composite)
acres59.760Area (User Defined)
in5.6Maximum Retention(Pervious)
in1.1Maximum Retention(Pervious, 20 percent)
Cumulative Runoff
in3.6Cumulative Runoff Depth(Pervious)
ac-ft18.118Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft18.098Volume
SCS Unit Hydrograph Parameters
hours0.640Time of Concentration(Composite)
hours0.085Computational TimeIncrement
483.432Unit Hydrograph ShapeFactor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s105.80Unit peak, qp
Page 8 of 1927 Siemon Company Drive Suite 200 WWatertown, CT 06795 USA +1-203-755-1666
5/14/2013
Bentley PondPack V8i[08.11.01.54]
Bentley Systems, Inc. Haestad Methods SolutionCenterQ based on TR-20.ppc
Page 51
Storm Event: 100 yr - Warren County - TR20Label: SA-1
Return Event: 100 yearsSubsection: Unit Hydrograph Summary
SCS Unit Hydrograph Parameters
hours0.427Unit peak time, Tp
hours1.707Unit receding limb, Tr
hours2.133Total unit time, Tb
Page 9 of 1927 Siemon Company Drive Suite 200 WWatertown, CT 06795 USA +1-203-755-1666
5/14/2013
Bentley PondPack V8i[08.11.01.54]
Bentley Systems, Inc. Haestad Methods SolutionCenterQ based on TR-20.ppc
Page 52
Storm Event: 100 yr - Warren County - TR20Label: SA-2
Return Event: 100 yearsSubsection: Unit Hydrograph Summary
100 yr - WarrenCounty - TR20
Storm Event
years100Return Event
hours24.000Duration
in7.8Depth
hours0.540Time of Concentration(Composite)
acres71.680Area (User Defined)
hours0.072Computational TimeIncrement
hours12.384Time to Peak (Computed)
ft³/s155.73Flow (Peak, Computed)
hours0.010Output Increment
hours12.390Time to Flow (PeakInterpolated Output)
ft³/s155.46Flow (Peak InterpolatedOutput)
Drainage Area
64.000SCS CN (Composite)
acres71.680Area (User Defined)
in5.6Maximum Retention(Pervious)
in1.1Maximum Retention(Pervious, 20 percent)
Cumulative Runoff
in3.6Cumulative Runoff Depth(Pervious)
ac-ft21.732Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft21.715Volume
SCS Unit Hydrograph Parameters
hours0.540Time of Concentration(Composite)
hours0.072Computational TimeIncrement
483.432Unit Hydrograph ShapeFactor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s150.40Unit peak, qp
Page 10 of 1927 Siemon Company Drive Suite 200 WWatertown, CT 06795 USA +1-203-755-1666
5/14/2013
Bentley PondPack V8i[08.11.01.54]
Bentley Systems, Inc. Haestad Methods SolutionCenterQ based on TR-20.ppc
Page 53
Storm Event: 100 yr - Warren County - TR20Label: SA-2
Return Event: 100 yearsSubsection: Unit Hydrograph Summary
SCS Unit Hydrograph Parameters
hours0.360Unit peak time, Tp
hours1.440Unit receding limb, Tr
hours1.800Total unit time, Tb
Page 11 of 1927 Siemon Company Drive Suite 200 WWatertown, CT 06795 USA +1-203-755-1666
5/14/2013
Bentley PondPack V8i[08.11.01.54]
Bentley Systems, Inc. Haestad Methods SolutionCenterQ based on TR-20.ppc
Page 54
Storm Event: 100 yr - Warren County - TR20Label: SA-3
Return Event: 100 yearsSubsection: Unit Hydrograph Summary
100 yr - WarrenCounty - TR20
Storm Event
years100Return Event
hours24.000Duration
in7.8Depth
hours0.970Time of Concentration(Composite)
acres216.580Area (User Defined)
hours0.129Computational TimeIncrement
hours12.675Time to Peak (Computed)
ft³/s343.45Flow (Peak, Computed)
hours0.010Output Increment
hours12.680Time to Flow (PeakInterpolated Output)
ft³/s343.04Flow (Peak InterpolatedOutput)
Drainage Area
64.000SCS CN (Composite)
acres216.580Area (User Defined)
in5.6Maximum Retention(Pervious)
in1.1Maximum Retention(Pervious, 20 percent)
Cumulative Runoff
in3.6Cumulative Runoff Depth(Pervious)
ac-ft65.664Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft65.492Volume
SCS Unit Hydrograph Parameters
hours0.970Time of Concentration(Composite)
hours0.129Computational TimeIncrement
483.432Unit Hydrograph ShapeFactor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s252.98Unit peak, qp
Page 12 of 1927 Siemon Company Drive Suite 200 WWatertown, CT 06795 USA +1-203-755-1666
5/14/2013
Bentley PondPack V8i[08.11.01.54]
Bentley Systems, Inc. Haestad Methods SolutionCenterQ based on TR-20.ppc
Page 55
Storm Event: 100 yr - Warren County - TR20Label: SA-3
Return Event: 100 yearsSubsection: Unit Hydrograph Summary
SCS Unit Hydrograph Parameters
hours0.647Unit peak time, Tp
hours2.587Unit receding limb, Tr
hours3.233Total unit time, Tb
Page 13 of 1927 Siemon Company Drive Suite 200 WWatertown, CT 06795 USA +1-203-755-1666
5/14/2013
Bentley PondPack V8i[08.11.01.54]
Bentley Systems, Inc. Haestad Methods SolutionCenterQ based on TR-20.ppc
Page 56
Storm Event: 100 yr - Warren County - TR20Label: SA-4
Return Event: 100 yearsSubsection: Unit Hydrograph Summary
100 yr - WarrenCounty - TR20
Storm Event
years100Return Event
hours24.000Duration
in7.8Depth
hours0.590Time of Concentration(Composite)
acres58.430Area (User Defined)
hours0.079Computational TimeIncrement
hours12.429Time to Peak (Computed)
ft³/s121.64Flow (Peak, Computed)
hours0.010Output Increment
hours12.430Time to Flow (PeakInterpolated Output)
ft³/s121.61Flow (Peak InterpolatedOutput)
Drainage Area
64.000SCS CN (Composite)
acres58.430Area (User Defined)
in5.6Maximum Retention(Pervious)
in1.1Maximum Retention(Pervious, 20 percent)
Cumulative Runoff
in3.6Cumulative Runoff Depth(Pervious)
ac-ft17.715Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft17.698Volume
SCS Unit Hydrograph Parameters
hours0.590Time of Concentration(Composite)
hours0.079Computational TimeIncrement
483.432Unit Hydrograph ShapeFactor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s112.21Unit peak, qp
Page 14 of 1927 Siemon Company Drive Suite 200 WWatertown, CT 06795 USA +1-203-755-1666
5/14/2013
Bentley PondPack V8i[08.11.01.54]
Bentley Systems, Inc. Haestad Methods SolutionCenterQ based on TR-20.ppc
Page 57
Storm Event: 100 yr - Warren County - TR20Label: SA-4
Return Event: 100 yearsSubsection: Unit Hydrograph Summary
SCS Unit Hydrograph Parameters
hours0.393Unit peak time, Tp
hours1.573Unit receding limb, Tr
hours1.967Total unit time, Tb
Page 15 of 1927 Siemon Company Drive Suite 200 WWatertown, CT 06795 USA +1-203-755-1666
5/14/2013
Bentley PondPack V8i[08.11.01.54]
Bentley Systems, Inc. Haestad Methods SolutionCenterQ based on TR-20.ppc
Page 58
Storm Event: 100 yr - Warren County - TR20Label: SA-5
Return Event: 100 yearsSubsection: Unit Hydrograph Summary
100 yr - WarrenCounty - TR20
Storm Event
years100Return Event
hours24.000Duration
in7.8Depth
hours1.300Time of Concentration(Composite)
acres273.280Area (User Defined)
hours0.173Computational TimeIncrement
hours12.827Time to Peak (Computed)
ft³/s359.49Flow (Peak, Computed)
hours0.010Output Increment
hours12.830Time to Flow (PeakInterpolated Output)
ft³/s359.47Flow (Peak InterpolatedOutput)
Drainage Area
64.000SCS CN (Composite)
acres273.280Area (User Defined)
in5.6Maximum Retention(Pervious)
in1.1Maximum Retention(Pervious, 20 percent)
Cumulative Runoff
in3.6Cumulative Runoff Depth(Pervious)
ac-ft82.855Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft82.466Volume
SCS Unit Hydrograph Parameters
hours1.300Time of Concentration(Composite)
hours0.173Computational TimeIncrement
483.432Unit Hydrograph ShapeFactor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s238.18Unit peak, qp
Page 16 of 1927 Siemon Company Drive Suite 200 WWatertown, CT 06795 USA +1-203-755-1666
5/14/2013
Bentley PondPack V8i[08.11.01.54]
Bentley Systems, Inc. Haestad Methods SolutionCenterQ based on TR-20.ppc
Page 59
Storm Event: 100 yr - Warren County - TR20Label: SA-5
Return Event: 100 yearsSubsection: Unit Hydrograph Summary
SCS Unit Hydrograph Parameters
hours0.867Unit peak time, Tp
hours3.467Unit receding limb, Tr
hours4.333Total unit time, Tb
Page 17 of 1927 Siemon Company Drive Suite 200 WWatertown, CT 06795 USA +1-203-755-1666
5/14/2013
Bentley PondPack V8i[08.11.01.54]
Bentley Systems, Inc. Haestad Methods SolutionCenterQ based on TR-20.ppc
Page 60
Storm Event: 100 yr - Warren County - TR20Label: SA-6
Return Event: 100 yearsSubsection: Unit Hydrograph Summary
100 yr - WarrenCounty - TR20
Storm Event
years100Return Event
hours24.000Duration
in7.8Depth
hours1.120Time of Concentration(Composite)
acres233.410Area (User Defined)
hours0.149Computational TimeIncrement
hours12.843Time to Peak (Computed)
ft³/s336.60Flow (Peak, Computed)
hours0.010Output Increment
hours12.840Time to Flow (PeakInterpolated Output)
ft³/s336.55Flow (Peak InterpolatedOutput)
Drainage Area
64.000SCS CN (Composite)
acres233.410Area (User Defined)
in5.6Maximum Retention(Pervious)
in1.1Maximum Retention(Pervious, 20 percent)
Cumulative Runoff
in3.6Cumulative Runoff Depth(Pervious)
ac-ft70.767Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft70.520Volume
SCS Unit Hydrograph Parameters
hours1.120Time of Concentration(Composite)
hours0.149Computational TimeIncrement
483.432Unit Hydrograph ShapeFactor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s236.13Unit peak, qp
Page 18 of 1927 Siemon Company Drive Suite 200 WWatertown, CT 06795 USA +1-203-755-1666
5/14/2013
Bentley PondPack V8i[08.11.01.54]
Bentley Systems, Inc. Haestad Methods SolutionCenterQ based on TR-20.ppc
Page 61
Storm Event: 100 yr - Warren County - TR20Label: SA-6
Return Event: 100 yearsSubsection: Unit Hydrograph Summary
SCS Unit Hydrograph Parameters
hours0.747Unit peak time, Tp
hours2.987Unit receding limb, Tr
hours3.733Total unit time, Tb
Page 19 of 1927 Siemon Company Drive Suite 200 WWatertown, CT 06795 USA +1-203-755-1666
5/14/2013
Bentley PondPack V8i[08.11.01.54]
Bentley Systems, Inc. Haestad Methods SolutionCenterQ based on TR-20.ppc
Page 62
APPENDIX D
HEC-RAS Existing Conditions (TR-55 flows)
Page 63
HEC-RAS Plan: EX TR55 River: RIVER-1 Reach: Reach-1Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 9000 100 Year Storm 1143.00 480.72 485.63 485.58 487.17 0.011930 9.97 116.48 66.57 0.96Reach-1 9000 50 Year Storm 934.00 480.72 485.15 485.10 486.55 0.012678 9.52 98.33 52.77 0.98Reach-1 9000 25 Year Storm 749.00 480.72 484.65 484.65 485.94 0.013852 9.15 81.89 42.73 1.00Reach-1 9000 10 Year Storm 545.00 480.72 484.08 484.08 485.18 0.014408 8.41 64.77 33.27 1.00Reach-1 9000 2 Year Storm 278.00 480.72 483.13 483.13 483.92 0.016168 7.15 38.88 24.70 1.00Reach-1 9000 FHA 1429.00 480.72 486.18 486.18 487.90 0.011481 10.57 140.79 117.09 0.96
Reach-1 8950 100 Year Storm 1143.00 480.13 485.61 484.83 486.61 0.006690 8.09 157.12 84.80 0.73Reach-1 8950 50 Year Storm 934.00 480.13 485.02 484.34 485.99 0.007378 7.93 117.85 40.69 0.76Reach-1 8950 25 Year Storm 749.00 480.13 484.40 483.86 485.32 0.008111 7.70 97.21 32.10 0.78Reach-1 8950 10 Year Storm 545.00 480.13 483.77 483.26 484.53 0.008062 7.02 77.69 29.53 0.76Reach-1 8950 2 Year Storm 278.00 480.13 482.67 482.28 483.19 0.008494 5.84 47.62 25.06 0.75Reach-1 8950 FHA 1429.00 480.13 485.77 485.77 487.16 0.008992 9.59 171.34 89.60 0.85
Reach-1 8900 100 Year Storm 1143.00 478.59 485.50 484.23 486.20 0.003863 7.41 259.69 168.30 0.58Reach-1 8900 50 Year Storm 934.00 478.59 484.53 483.78 485.54 0.006616 8.41 140.08 72.66 0.74Reach-1 8900 25 Year Storm 749.00 478.59 484.06 484.83 0.005937 7.42 118.53 39.49 0.69Reach-1 8900 10 Year Storm 545.00 478.59 483.41 484.06 0.005822 6.71 93.88 36.52 0.66Reach-1 8900 2 Year Storm 278.00 478.59 482.01 482.62 0.008949 6.32 47.25 30.11 0.77Reach-1 8900 FHA 1429.00 478.59 485.48 485.48 486.60 0.006113 9.31 257.67 167.18 0.73
Reach-1 8850 100 Year Storm 1143.00 477.95 483.97 483.97 485.80 0.013159 10.85 105.34 59.26 1.00Reach-1 8850 50 Year Storm 934.00 477.95 483.63 483.41 485.11 0.011391 9.76 95.69 27.58 0.92Reach-1 8850 25 Year Storm 749.00 477.95 483.40 482.87 484.49 0.008783 8.37 89.47 26.76 0.81Reach-1 8850 10 Year Storm 545.00 477.95 483.09 482.16 483.78 0.006041 6.71 81.22 25.62 0.66Reach-1 8850 2 Year Storm 278.00 477.95 481.83 480.96 482.27 0.005327 5.36 51.88 21.07 0.60Reach-1 8850 FHA 1429.00 477.95 485.20 485.20 486.22 0.006033 8.71 252.86 182.33 0.71
Reach-1 8800 100 Year Storm 1143.00 477.73 484.48 483.85 485.09 0.004523 7.06 252.75 119.57 0.60Reach-1 8800 50 Year Storm 934.00 477.73 483.70 483.48 484.50 0.006590 7.81 171.06 93.44 0.71Reach-1 8800 25 Year Storm 749.00 477.73 483.07 483.07 484.05 0.008608 8.23 117.29 78.40 0.80Reach-1 8800 10 Year Storm 545.00 477.73 482.47 482.04 483.41 0.009291 7.80 74.74 63.48 0.81Reach-1 8800 2 Year Storm 278.00 477.73 481.34 480.85 481.95 0.008250 6.25 44.48 19.98 0.74Reach-1 8800 FHA 1429.00 477.73 484.27 484.27 485.38 0.008530 9.48 228.40 107.18 0.83
Reach-1 8750 100 Year Storm 1143.00 477.52 484.69 483.17 484.83 0.001120 3.87 527.82 193.73 0.31Reach-1 8750 50 Year Storm 934.00 477.52 483.95 482.73 484.14 0.001697 4.32 388.43 183.52 0.37Reach-1 8750 25 Year Storm 749.00 477.52 483.20 482.21 483.50 0.002828 5.07 256.86 167.91 0.47Reach-1 8750 10 Year Storm 545.00 477.52 481.90 481.58 482.84 0.010370 7.78 70.08 90.25 0.85Reach-1 8750 2 Year Storm 278.00 477.52 480.78 480.41 481.42 0.009848 6.46 43.01 21.00 0.80Reach-1 8750 FHA 1429.00 477.52 483.64 483.44 484.26 0.005762 7.67 332.42 177.04 0.68
Reach-1 8700 100 Year Storm 1143.00 476.72 482.59 482.59 484.49 0.013907 11.04 103.56 230.67 1.00Reach-1 8700 50 Year Storm 934.00 476.72 482.07 482.07 483.76 0.014192 10.45 89.42 169.58 1.00Reach-1 8700 25 Year Storm 749.00 476.72 481.56 481.56 483.06 0.014532 9.82 76.24 101.18 1.00Reach-1 8700 10 Year Storm 545.00 476.72 481.38 480.94 482.28 0.009150 7.58 71.87 31.98 0.79Reach-1 8700 2 Year Storm 278.00 476.72 480.25 479.93 480.85 0.009780 6.21 44.78 22.81 0.78Reach-1 8700 FHA 1429.00 476.72 483.69 483.30 483.93 0.002371 5.28 583.29 320.10 0.43
Reach-1 8650 100 Year Storm 1143.00 476.93 482.45 481.99 482.93 0.003757 6.66 318.59 176.84 0.55Reach-1 8650 50 Year Storm 934.00 476.93 481.88 481.71 482.51 0.005206 7.17 223.19 154.74 0.63Reach-1 8650 25 Year Storm 749.00 476.93 481.40 481.40 482.15 0.006507 7.38 154.44 136.61 0.69Reach-1 8650 10 Year Storm 545.00 476.93 481.48 480.24 481.84 0.003097 5.16 164.56 139.42 0.48Reach-1 8650 2 Year Storm 278.00 476.93 479.99 479.19 480.40 0.005284 5.10 54.46 23.13 0.59Reach-1 8650 FHA 1429.00 476.93 483.53 482.31 483.80 0.001878 5.42 540.49 238.84 0.40
Reach-1 8600 100 Year Storm 1143.00 476.76 482.17 481.52 482.71 0.004544 7.03 257.17 116.57 0.59Reach-1 8600 50 Year Storm 934.00 476.76 481.23 481.23 482.13 0.008738 8.54 164.53 87.32 0.79Reach-1 8600 25 Year Storm 749.00 476.76 480.91 480.91 481.75 0.008492 8.04 136.53 85.08 0.77Reach-1 8600 10 Year Storm 545.00 476.76 480.06 480.06 481.42 0.015334 9.38 58.13 51.22 1.00Reach-1 8600 2 Year Storm 278.00 476.76 478.95 478.95 479.89 0.016632 7.78 35.73 19.02 1.00Reach-1 8600 FHA 1429.00 476.76 483.34 481.87 483.68 0.002338 5.90 412.29 146.16 0.44
Reach-1 8522 100 Year Storm 1143.00 476.00 480.59 480.05 482.09 0.004690 9.82 116.35 48.09 0.82Reach-1 8522 50 Year Storm 934.00 476.00 480.41 479.56 481.50 0.003580 8.36 111.77 46.28 0.71Reach-1 8522 25 Year Storm 749.00 476.00 479.85 479.10 480.78 0.003688 7.72 97.03 40.45 0.71Reach-1 8522 10 Year Storm 545.00 476.00 479.15 478.54 479.90 0.003961 6.94 78.48 33.12 0.71Reach-1 8522 2 Year Storm 278.00 476.00 478.24 477.68 478.65 0.003377 5.09 54.61 26.35 0.62Reach-1 8522 FHA 1429.00 476.00 481.15 480.67 482.99 0.004925 10.90 131.10 59.13 0.86
Reach-1 8493 Bridge
Reach-1 8471 100 Year Storm 1143.00 475.60 480.17 479.60 481.65 0.009200 9.75 117.22 39.47 0.81Reach-1 8471 50 Year Storm 934.00 475.60 480.21 479.12 481.18 0.006000 7.91 118.05 39.71 0.66Reach-1 8471 25 Year Storm 749.00 475.60 479.66 478.66 480.47 0.005967 7.23 103.58 35.41 0.64Reach-1 8471 10 Year Storm 545.00 475.60 478.96 478.10 479.59 0.006074 6.40 85.14 29.93 0.63Reach-1 8471 2 Year Storm 278.00 475.60 478.12 477.24 478.42 0.004142 4.40 63.15 26.35 0.50Reach-1 8471 FHA 1429.00 475.60 480.41 480.22 482.49 0.012082 11.57 123.50 41.33 0.94
1
Page 64
HEC-RAS Plan: EX TR55 River: RIVER-1 Reach: Reach-1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft)
Reach-1 8400 100 Year Storm 1143.00 473.39 479.04 479.04 480.82 0.011823 10.75 110.38 120.39 0.96Reach-1 8400 50 Year Storm 934.00 473.39 480.08 478.44 480.69 0.003322 6.45 180.18 169.36 0.52Reach-1 8400 25 Year Storm 749.00 473.39 479.43 477.90 480.04 0.003677 6.30 133.80 163.21 0.54Reach-1 8400 10 Year Storm 545.00 473.39 478.71 477.24 479.20 0.003531 5.61 98.63 104.07 0.52Reach-1 8400 2 Year Storm 278.00 473.39 477.99 476.15 478.19 0.001749 3.55 78.22 72.96 0.36Reach-1 8400 FHA 1429.00 473.39 480.02 480.02 481.49 0.008157 10.04 175.87 168.90 0.82
Reach-1 8350 100 Year Storm 1143.00 474.19 479.25 479.25 479.46 0.002815 4.69 368.38 238.84 0.46Reach-1 8350 50 Year Storm 934.00 474.19 478.68 478.68 480.21 0.013195 9.93 94.70 194.06 0.99Reach-1 8350 25 Year Storm 749.00 474.19 478.18 478.18 479.56 0.013966 9.45 79.29 177.43 1.00Reach-1 8350 10 Year Storm 545.00 474.19 477.53 477.53 478.74 0.014538 8.83 61.74 80.62 1.00Reach-1 8350 2 Year Storm 278.00 474.19 477.82 476.45 478.07 0.002753 4.00 69.44 106.82 0.44Reach-1 8350 FHA 1429.00 474.19 479.25 479.25 479.58 0.004400 5.87 368.37 238.84 0.58
Reach-1 8300 100 Year Storm 1010.00 473.79 477.88 477.64 478.08 0.004872 4.93 322.62 282.11 0.58Reach-1 8300 50 Year Storm 1198.00 473.79 478.02 477.73 478.24 0.004839 5.09 362.72 284.46 0.58Reach-1 8300 25 Year Storm 952.00 473.79 477.83 477.61 478.03 0.004926 4.90 308.75 281.29 0.58Reach-1 8300 10 Year Storm 679.00 473.79 477.58 477.55 477.78 0.005221 4.71 238.99 277.14 0.59Reach-1 8300 2 Year Storm 326.00 473.79 476.59 476.59 477.62 0.015780 8.13 40.08 110.47 1.01Reach-1 8300 FHA 1846.00 473.79 478.72 478.01 478.90 0.002995 4.63 564.21 295.99 0.47
Reach-1 8250 100 Year Storm 1010.00 472.74 477.68 477.88 0.003388 4.91 363.19 322.88 0.50Reach-1 8250 50 Year Storm 1198.00 472.74 477.82 478.03 0.003504 5.08 410.27 333.10 0.51Reach-1 8250 25 Year Storm 952.00 472.74 477.62 477.83 0.003422 4.90 344.86 318.82 0.50Reach-1 8250 10 Year Storm 679.00 472.74 477.29 476.99 477.55 0.003867 5.02 244.66 295.60 0.53Reach-1 8250 2 Year Storm 326.00 472.74 476.26 475.68 476.80 0.007245 5.97 61.29 84.02 0.70Reach-1 8250 FHA 1846.00 472.74 478.64 478.77 0.001846 4.04 689.25 347.73 0.38
Reach-1 8200 100 Year Storm 1010.00 472.39 477.16 477.16 477.62 0.006323 6.55 250.43 245.72 0.68Reach-1 8200 50 Year Storm 1198.00 472.39 477.48 477.81 0.004484 5.84 331.39 258.94 0.58Reach-1 8200 25 Year Storm 952.00 472.39 477.12 477.12 477.57 0.006150 6.42 240.66 244.81 0.66Reach-1 8200 10 Year Storm 679.00 472.39 476.65 476.65 477.24 0.008021 6.72 139.50 146.81 0.75Reach-1 8200 2 Year Storm 326.00 472.39 475.99 475.46 476.42 0.006551 5.23 63.24 65.98 0.65Reach-1 8200 FHA 1846.00 472.39 478.48 478.66 0.002045 4.58 595.08 265.75 0.40
Reach-1 8150 100 Year Storm 1010.00 472.99 477.16 476.71 477.33 0.002291 4.48 401.45 320.15 0.43Reach-1 8150 50 Year Storm 1198.00 472.99 477.47 476.83 477.61 0.001824 4.24 505.24 348.44 0.39Reach-1 8150 25 Year Storm 952.00 472.99 476.96 476.56 477.18 0.003055 4.97 339.03 301.81 0.49Reach-1 8150 10 Year Storm 679.00 472.99 476.59 476.39 476.84 0.003484 4.90 234.82 257.03 0.51Reach-1 8150 2 Year Storm 326.00 472.99 475.46 475.29 476.01 0.009925 5.97 56.99 41.84 0.80Reach-1 8150 FHA 1846.00 472.99 478.47 477.19 478.56 0.000905 3.50 863.29 360.70 0.28
Reach-1 8100 100 Year Storm 1010.00 472.80 477.17 477.23 0.000770 2.55 559.28 264.97 0.25Reach-1 8100 50 Year Storm 1198.00 472.80 477.47 477.53 0.000713 2.60 638.89 274.00 0.24Reach-1 8100 25 Year Storm 952.00 472.80 476.99 477.06 0.000896 2.66 511.22 263.60 0.27Reach-1 8100 10 Year Storm 679.00 472.80 476.66 476.71 0.000805 2.37 423.42 259.65 0.25Reach-1 8100 2 Year Storm 326.00 472.80 475.53 475.64 0.002679 3.20 156.70 212.62 0.42Reach-1 8100 FHA 1846.00 472.80 478.45 478.52 0.000553 2.69 924.44 302.77 0.22
Reach-1 8033 100 Year Storm 1010.00 471.75 477.00 477.15 0.001463 4.69 416.10 265.53 0.37Reach-1 8033 50 Year Storm 1198.00 471.75 477.34 477.47 0.001174 4.39 505.76 270.72 0.33Reach-1 8033 25 Year Storm 952.00 471.75 476.72 476.95 0.002256 5.60 340.90 261.09 0.45Reach-1 8033 10 Year Storm 679.00 471.75 475.85 475.85 476.53 0.006029 8.00 139.47 111.67 0.72Reach-1 8033 2 Year Storm 326.00 471.75 474.90 475.37 0.005056 6.08 68.17 40.72 0.63Reach-1 8033 FHA 1846.00 471.75 478.37 478.48 0.000720 3.87 797.57 292.93 0.27
Reach-1 7936 100 Year Storm 1010.00 471.02 476.74 475.58 476.98 0.002016 5.61 372.18 274.67 0.43Reach-1 7936 50 Year Storm 1198.00 471.02 477.19 475.87 477.34 0.001313 4.78 496.04 299.10 0.35Reach-1 7936 25 Year Storm 952.00 471.02 475.90 475.50 476.58 0.005360 8.13 166.52 69.66 0.69Reach-1 7936 10 Year Storm 679.00 471.02 475.92 475.03 476.26 0.002667 5.75 167.89 69.86 0.48Reach-1 7936 2 Year Storm 326.00 471.02 474.39 474.23 474.86 0.005399 6.15 73.16 54.45 0.64Reach-1 7936 FHA 1846.00 471.02 478.31 475.97 478.41 0.000685 3.90 853.25 322.00 0.26
Reach-1 7819 100 Year Storm 1010.00 469.98 476.81 475.19 476.85 0.000304 2.43 793.81 368.94 0.17Reach-1 7819 50 Year Storm 1198.00 469.98 477.21 475.33 477.25 0.000260 2.34 946.80 386.74 0.16Reach-1 7819 25 Year Storm 952.00 469.98 476.14 475.03 476.22 0.000712 3.45 557.89 339.69 0.26Reach-1 7819 10 Year Storm 679.00 469.98 474.25 474.25 475.61 0.010067 9.90 84.42 107.85 0.90Reach-1 7819 2 Year Storm 326.00 469.98 472.90 472.90 473.89 0.012266 8.13 43.82 25.50 0.92Reach-1 7819 FHA 1846.00 469.98 478.32 475.77 478.35 0.000198 2.26 1390.46 411.00 0.14
Reach-1 7722 100 Year Storm 1010.00 469.28 476.81 473.49 476.82 0.000087 1.40 1241.37 443.31 0.09Reach-1 7722 50 Year Storm 1198.00 469.28 477.21 473.88 477.23 0.000082 1.41 1423.06 460.66 0.09Reach-1 7722 25 Year Storm 952.00 469.28 476.15 473.36 476.18 0.000164 1.80 955.68 426.10 0.13Reach-1 7722 10 Year Storm 679.00 469.28 474.17 472.69 474.62 0.002650 5.59 138.89 329.32 0.48Reach-1 7722 2 Year Storm 326.00 469.28 472.41 471.63 472.77 0.004138 4.88 70.16 34.12 0.55Reach-1 7722 FHA 1846.00 469.28 478.32 475.23 478.33 0.000077 1.50 1956.25 496.00 0.09
2
Page 65
HEC-RAS Plan: EX TR55 River: RIVER-1 Reach: Reach-1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 7600 100 Year Storm 1010.00 468.75 476.62 473.20 476.79 0.000635 3.99 424.67 203.96 0.26Reach-1 7600 50 Year Storm 1198.00 468.75 477.04 473.68 477.19 0.000590 3.99 512.12 212.55 0.25Reach-1 7600 25 Year Storm 952.00 468.75 475.58 473.05 476.08 0.001751 6.01 185.26 116.60 0.41Reach-1 7600 10 Year Storm 679.00 468.75 473.60 472.27 474.23 0.003404 6.59 113.78 32.45 0.54Reach-1 7600 2 Year Storm 326.00 468.75 471.34 471.01 472.03 0.008651 6.67 49.93 24.19 0.77Reach-1 7600 FHA 1846.00 468.75 478.16 475.06 478.30 0.000525 4.11 762.49 232.45 0.24
Reach-1 7500 100 Year Storm 1010.00 467.55 476.15 472.43 476.63 0.000626 6.01 252.26 682.86 0.37Reach-1 7500 50 Year Storm 1198.00 467.55 476.34 472.93 476.98 0.000811 6.95 260.41 698.88 0.42Reach-1 7500 25 Year Storm 952.00 467.55 475.43 472.27 475.96 0.000770 6.28 222.35 619.02 0.40Reach-1 7500 10 Year Storm 679.00 467.55 473.46 471.44 474.01 0.001158 6.30 146.81 379.61 0.47Reach-1 7500 2 Year Storm 326.00 467.55 471.13 470.10 471.57 0.001798 5.50 71.47 29.18 0.53Reach-1 7500 FHA 1846.00 467.55 476.21 474.45 477.78 0.002036 10.90 254.82 687.92 0.66
Reach-1 7455 Bridge
Reach-1 7400 100 Year Storm 1010.00 467.21 471.80 471.80 473.56 0.005845 10.75 103.06 34.22 0.97Reach-1 7400 50 Year Storm 1198.00 467.21 472.25 472.25 474.18 0.005577 11.32 119.13 36.66 0.96Reach-1 7400 25 Year Storm 952.00 467.21 471.65 471.65 473.35 0.005953 10.57 98.03 33.43 0.97Reach-1 7400 10 Year Storm 679.00 467.21 470.90 470.90 472.30 0.006583 9.55 74.54 29.41 0.98Reach-1 7400 2 Year Storm 326.00 467.21 470.43 469.71 470.90 0.002731 5.49 61.28 26.93 0.62Reach-1 7400 FHA 1846.00 467.21 473.67 473.67 476.06 0.004836 12.75 177.85 417.73 0.94
Reach-1 7307 100 Year Storm 1010.00 466.56 471.11 471.11 471.77 0.006548 8.27 200.58 133.45 0.74Reach-1 7307 50 Year Storm 1198.00 466.56 471.29 471.29 472.00 0.006833 8.71 225.45 137.48 0.76Reach-1 7307 25 Year Storm 952.00 466.56 471.05 471.05 471.70 0.006408 8.10 193.00 132.20 0.73Reach-1 7307 10 Year Storm 679.00 466.56 470.76 470.76 471.30 0.005543 7.15 155.14 126.98 0.67Reach-1 7307 2 Year Storm 326.00 466.56 469.45 469.45 470.31 0.012055 7.76 49.59 31.71 0.91Reach-1 7307 FHA 1846.00 466.56 471.77 471.77 472.68 0.008054 10.18 293.83 147.99 0.84
Reach-1 7194 100 Year Storm 1010.00 465.56 469.23 469.20 469.64 0.007776 7.87 240.87 227.92 0.77Reach-1 7194 50 Year Storm 1198.00 465.56 469.34 469.31 469.79 0.008335 8.33 266.13 234.54 0.80Reach-1 7194 25 Year Storm 952.00 465.56 469.19 469.16 469.59 0.007680 7.76 231.64 225.46 0.77Reach-1 7194 10 Year Storm 679.00 465.56 468.99 468.97 469.33 0.006716 6.96 189.19 213.72 0.71Reach-1 7194 2 Year Storm 326.00 465.56 468.62 468.58 468.88 0.004961 5.47 116.46 176.62 0.60Reach-1 7194 FHA 1846.00 465.56 469.64 469.64 470.24 0.010101 9.72 339.85 252.85 0.90
Reach-1 7089 100 Year Storm 1010.00 465.05 469.15 468.69 469.23 0.001520 3.40 523.04 449.09 0.32Reach-1 7089 50 Year Storm 1198.00 465.05 469.26 468.78 469.35 0.001626 3.60 572.90 452.59 0.34Reach-1 7089 25 Year Storm 952.00 465.05 469.11 468.67 469.18 0.001514 3.37 503.41 447.71 0.32Reach-1 7089 10 Year Storm 679.00 465.05 468.92 468.60 468.98 0.001307 3.02 420.69 441.82 0.30Reach-1 7089 2 Year Storm 326.00 465.05 468.55 467.76 468.60 0.001113 2.57 257.11 416.06 0.27Reach-1 7089 FHA 1846.00 465.05 469.57 468.98 469.69 0.001999 4.21 711.37 462.17 0.38
Reach-1 6982 100 Year Storm 1010.00 465.65 468.97 469.05 0.001851 3.59 516.07 513.39 0.38Reach-1 6982 50 Year Storm 1198.00 465.65 469.06 469.16 0.001981 3.80 566.59 519.81 0.40Reach-1 6982 25 Year Storm 952.00 465.65 468.92 469.00 0.001892 3.59 491.76 510.28 0.38Reach-1 6982 10 Year Storm 679.00 465.65 468.76 468.83 0.001589 3.16 412.72 500.02 0.35Reach-1 6982 2 Year Storm 326.00 465.65 468.35 468.44 0.002019 3.17 212.38 468.19 0.38Reach-1 6982 FHA 1846.00 465.65 469.31 469.45 0.002536 4.54 698.05 536.13 0.45
Reach-1 6885 100 Year Storm 1010.00 465.06 468.49 468.49 468.76 0.004709 5.84 366.54 591.91 0.60Reach-1 6885 50 Year Storm 1198.00 465.06 468.56 468.56 468.84 0.005177 6.22 404.76 592.81 0.63Reach-1 6885 25 Year Storm 952.00 465.06 468.50 468.50 468.73 0.004013 5.41 372.86 592.05 0.55Reach-1 6885 10 Year Storm 679.00 465.06 468.35 468.35 468.59 0.003776 5.07 284.43 589.97 0.53Reach-1 6885 2 Year Storm 326.00 465.06 467.68 468.09 0.006000 5.32 66.33 39.14 0.64Reach-1 6885 FHA 1846.00 465.06 468.83 469.10 0.004966 6.45 565.68 597.01 0.63
Reach-1 6800 100 Year Storm 1010.00 464.55 468.04 468.04 468.31 0.004591 5.84 367.08 592.39 0.59Reach-1 6800 50 Year Storm 1198.00 464.55 468.10 468.10 468.39 0.005006 6.19 407.14 593.32 0.62Reach-1 6800 25 Year Storm 952.00 464.55 468.01 468.01 468.28 0.004433 5.71 354.43 592.09 0.58Reach-1 6800 10 Year Storm 679.00 464.55 467.92 467.92 468.13 0.003249 4.79 301.18 590.85 0.50Reach-1 6800 2 Year Storm 326.00 464.55 467.17 467.58 0.006000 5.32 66.33 39.14 0.64Reach-1 6800 FHA 1846.00 464.55 468.32 468.32 468.64 0.005745 6.94 535.08 596.69 0.67
Reach-1 6700 100 Year Storm 1010.00 463.95 467.44 467.44 467.71 0.004591 5.84 367.06 592.29 0.59Reach-1 6700 50 Year Storm 1198.00 463.95 467.50 467.50 467.79 0.005007 6.19 407.08 593.21 0.62Reach-1 6700 25 Year Storm 952.00 463.95 467.41 467.41 467.68 0.004431 5.71 354.48 592.00 0.58Reach-1 6700 10 Year Storm 679.00 463.95 467.32 467.32 467.53 0.003250 4.79 301.14 590.78 0.50Reach-1 6700 2 Year Storm 326.00 463.95 466.57 466.17 466.98 0.005991 5.32 66.37 39.14 0.64Reach-1 6700 FHA 1846.00 463.95 467.72 467.72 468.04 0.005746 6.94 535.00 596.52 0.67
Reach-1 6600 100 Year Storm 1010.00 463.35 466.84 466.84 467.11 0.004571 5.83 367.71 592.23 0.59Reach-1 6600 50 Year Storm 1198.00 463.35 466.90 466.90 467.19 0.005008 6.19 407.03 593.12 0.62Reach-1 6600 25 Year Storm 952.00 463.35 466.81 466.81 467.08 0.004433 5.71 354.41 591.92 0.58Reach-1 6600 10 Year Storm 679.00 463.35 466.72 466.72 466.93 0.003250 4.79 301.11 590.71 0.50Reach-1 6600 2 Year Storm 326.00 463.35 465.97 465.57 466.38 0.006000 5.32 66.33 39.14 0.64Reach-1 6600 FHA 1846.00 463.35 467.12 467.12 467.44 0.005745 6.94 534.99 596.36 0.67
3
Page 66
-100 -50 0 50 100 150480
482
484
486
488
490
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 9000 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 100 Year Storm
WS 50 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
1
Page 67
-100 -50 0 50 100 150480
482
484
486
488
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 8950 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 100 Year Storm
WS 50 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
2
Page 68
-200 -150 -100 -50 0 50 100 150478
480
482
484
486
488
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 8900 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 100 Year Storm
WS FHA
WS 50 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Bank Sta
3
Page 69
-100 -50 0 50 100 150476
478
480
482
484
486
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 8850 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 100 Year Storm
WS 50 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
4
Page 70
-100 -50 0 50 100 150476
478
480
482
484
486
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 8800 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 100 Year Storm
WS FHA
WS 50 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
5
Page 71
-100 -50 0 50 100 150 200476
478
480
482
484
486
488
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 8750 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 100 Year Storm
WS 50 Year Storm
WS FHA
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
6
Page 72
-150 -100 -50 0 50 100 150 200476
478
480
482
484
486
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 8700 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 100 Year Storm
WS 50 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
7
Page 73
-100 -50 0 50 100 150 200476
477
478
479
480
481
482
483
484
485
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 8650 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 100 Year Storm
WS 50 Year Storm
WS 10 Year Storm
WS 25 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
8
Page 74
-80 -60 -40 -20 0 20 40 60 80476
477
478
479
480
481
482
483
484
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 8600 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 100 Year Storm
WS 50 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
9
Page 75
-80 -60 -40 -20 0 20 40 60476
478
480
482
484
486
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 8522 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 100 Year Storm
WS 50 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
10
Page 76
-80 -60 -40 -20 0 20 40 60476
478
480
482
484
486
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 8493 BR Washington Avenue Bridge
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 100 Year Storm
WS 50 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
11
Page 77
-80 -60 -40 -20 0 20 40 60474
476
478
480
482
484
486
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 8493 BR Washington Avenue Bridge
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 100 Year Storm
WS 50 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
12
Page 78
-80 -60 -40 -20 0 20 40 60474
476
478
480
482
484
486
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 8471 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 100 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
13
Page 79
-150 -100 -50 0 50 100472
474
476
478
480
482
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 8400 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 50 Year Storm
WS FHA
WS 25 Year Storm
WS 100 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
14
Page 80
-400 -300 -200 -100 0 100474
475
476
477
478
479
480
481
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 8350 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 100 Year Storm
WS FHA
WS 50 Year Storm
WS 25 Year Storm
WS 2 Year Storm
WS 10 Year Storm
Ground
Ineff
Bank Sta
15
Page 81
-500 -400 -300 -200 -100 0 100472
474
476
478
480
482
484
486
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 8300 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 100 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
16
Page 82
-400 -300 -200 -100 0 100472
474
476
478
480
482
484
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 8250 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 100 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Bank Sta
17
Page 83
-250 -200 -150 -100 -50 0 50 100472
474
476
478
480
482
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 8200 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 100 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Bank Sta
18
Page 84
-400 -300 -200 -100 0 100472
473
474
475
476
477
478
479
480
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 8150 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 100 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
19
Page 85
-250 -200 -150 -100 -50 0 50 100472
473
474
475
476
477
478
479
480
481
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 8100 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 100 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Bank Sta
20
Page 86
-300 -250 -200 -150 -100 -50 0 50471
472
473
474
475
476
477
478
479
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 8033 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 100 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Bank Sta
21
Page 87
-300 -250 -200 -150 -100 -50 0 50471
472
473
474
475
476
477
478
479
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 7936 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 100 Year Storm
WS 10 Year Storm
WS 25 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
22
Page 88
-400 -300 -200 -100 0 100468
470
472
474
476
478
480
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 7819 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 100 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
23
Page 89
-500 -400 -300 -200 -100 0 100468
470
472
474
476
478
480
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 7722 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 100 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
24
Page 90
-500 -400 -300 -200 -100 0 100468
470
472
474
476
478
480
482
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 7600 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 100 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
25
Page 91
-800 -600 -400 -200 0 200466
468
470
472
474
476
478
480
482
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 7500 GPI U/S of 31 bridge
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 50 Year Storm
WS FHA
WS 100 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
26
Page 92
-800 -600 -400 -200 0 200466
468
470
472
474
476
478
480
482
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 7455 BR Bridge #1
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 100 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
27
Page 93
-800 -600 -400 -200 0 200 400465
470
475
480
485
490
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 7455 BR Bridge #1
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 25 Year Storm
WS 100 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
28
Page 94
-800 -600 -400 -200 0 200 400465
470
475
480
485
490
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 7400 GPI D/S of 31 Bridge
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 100 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
29
Page 95
-300 -250 -200 -150 -100 -50 0 50466
468
470
472
474
476
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 7307 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 100 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Bank Sta
30
Page 96
-500 -400 -300 -200 -100 0 100464
466
468
470
472
474
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 7194 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 100 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Bank Sta
31
Page 97
-600 -500 -400 -300 -200 -100 0 100464
466
468
470
472
474
476
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 7089 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 100 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Ineff
Bank Sta
32
Page 98
-700 -600 -500 -400 -300 -200 -100 0 100464
466
468
470
472
474
476
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 6982 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 100 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Bank Sta
33
Page 99
-700 -600 -500 -400 -300 -200 -100 0 100464
466
468
470
472
474
476
478
480
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 6885 GPI Section
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 25 Year Storm
WS 100 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Bank Sta
34
Page 100
-700 -600 -500 -400 -300 -200 -100 0 100464
466
468
470
472
474
476
478
480
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 6800 Dummy Section
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 100 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Bank Sta
35
Page 101
-700 -600 -500 -400 -300 -200 -100 0 100462
464
466
468
470
472
474
476
478
480
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 6700 Dummy Section
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 100 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Bank Sta
36
Page 102
-700 -600 -500 -400 -300 -200 -100 0 100462
464
466
468
470
472
474
476
478
480
Route 31 Bridge Plan: Existing TR55 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: TR55 Qs based on CW study
River = RIVER-1 Reach = Reach-1 RS = 6600 Dummy Section
Station (ft)
Ele
vatio
n (ft
)
Legend
WS FHA
WS 50 Year Storm
WS 100 Year Storm
WS 25 Year Storm
WS 10 Year Storm
WS 2 Year Storm
Ground
Bank Sta
37
Page 103
APPENDIX E
HEC-RAS Existing Conditions (Rating flows)
Page 104
HEC-RAS Plan: EX RatingQ River: RIVER-1 Reach: Reach-1Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 9000 50 cfs 50.00 480.72 481.77 481.77 482.10 0.021154 4.61 10.84 16.57 1.00Reach-1 9000 100 cfs 100.00 480.72 482.18 482.18 482.65 0.018814 5.55 18.03 18.99 1.00Reach-1 9000 200 cfs 200.00 480.72 482.77 482.77 483.44 0.016818 6.59 30.36 22.54 1.00Reach-1 9000 300 cfs 300.00 480.72 483.23 483.23 484.05 0.015959 7.27 41.24 25.26 1.00Reach-1 9000 400 cfs 400.00 480.72 483.61 483.61 484.55 0.015289 7.79 51.34 27.38 1.00Reach-1 9000 500 cfs 500.00 480.72 483.94 483.94 485.00 0.014599 8.23 60.76 30.95 1.00Reach-1 9000 600 cfs 600.00 480.72 484.24 484.24 485.40 0.014224 8.63 69.53 35.97 1.00Reach-1 9000 800 cfs 800.00 480.72 484.78 484.78 486.12 0.013652 9.28 86.19 45.00 1.00Reach-1 9000 1000 cfs 1000.00 480.72 485.31 485.25 486.75 0.012266 9.63 104.43 56.83 0.97Reach-1 9000 1200 cfs 1200.00 480.72 485.73 485.71 487.32 0.011927 10.13 120.89 71.50 0.97Reach-1 9000 1400 cfs 1400.00 480.72 486.13 486.13 487.83 0.011476 10.50 138.52 112.13 0.96Reach-1 9000 1600 cfs 1600.00 480.72 486.79 486.79 488.13 0.007989 9.57 275.87 161.62 0.82Reach-1 9000 1800 cfs 1800.00 480.72 487.10 487.10 488.44 0.007567 9.76 326.96 177.20 0.81Reach-1 9000 2000 cfs 2000.00 480.72 487.31 487.31 488.73 0.007647 10.12 366.99 189.96 0.82
Reach-1 8950 50 cfs 50.00 480.13 481.19 481.00 481.36 0.009074 3.36 14.89 19.33 0.67Reach-1 8950 100 cfs 100.00 480.13 481.65 481.36 481.91 0.008043 4.12 24.29 21.03 0.67Reach-1 8950 200 cfs 200.00 480.13 482.30 481.93 482.71 0.008029 5.17 38.72 23.58 0.71Reach-1 8950 300 cfs 300.00 480.13 482.76 482.38 483.32 0.008645 6.01 49.89 25.43 0.76Reach-1 8950 400 cfs 400.00 480.13 483.18 482.77 483.85 0.008643 6.56 60.97 27.14 0.77Reach-1 8950 500 cfs 500.00 480.13 483.59 483.12 484.33 0.008232 6.89 72.55 28.82 0.77Reach-1 8950 600 cfs 600.00 480.13 483.94 483.43 484.75 0.008157 7.24 82.83 30.23 0.77Reach-1 8950 800 cfs 800.00 480.13 484.56 484.00 485.51 0.007985 7.81 102.48 32.76 0.78Reach-1 8950 1000 cfs 1000.00 480.13 485.19 484.50 486.20 0.007357 8.07 123.93 56.62 0.76Reach-1 8950 1200 cfs 1200.00 480.13 485.78 484.94 486.75 0.006300 8.04 171.97 89.81 0.71Reach-1 8950 1400 cfs 1400.00 480.13 485.72 485.36 487.10 0.009072 9.56 166.55 88.01 0.86Reach-1 8950 1600 cfs 1600.00 480.13 486.08 486.08 487.48 0.008365 9.72 200.77 101.16 0.83Reach-1 8950 1800 cfs 1800.00 480.13 486.39 486.39 487.81 0.007902 9.91 234.25 113.12 0.82Reach-1 8950 2000 cfs 2000.00 480.13 486.65 486.65 488.11 0.007776 10.19 264.96 129.82 0.82
Reach-1 8900 50 cfs 50.00 478.59 480.08 480.08 480.48 0.020875 5.07 9.86 12.75 1.02Reach-1 8900 100 cfs 100.00 478.59 480.58 480.57 481.13 0.018194 5.98 16.73 15.12 1.00Reach-1 8900 200 cfs 200.00 478.59 481.47 481.27 482.07 0.011669 6.22 32.15 19.42 0.85Reach-1 8900 300 cfs 300.00 478.59 482.15 482.76 0.008388 6.34 51.52 30.75 0.75Reach-1 8900 400 cfs 400.00 478.59 482.72 483.33 0.006883 6.48 69.58 33.33 0.70Reach-1 8900 500 cfs 500.00 478.59 483.21 483.84 0.006056 6.63 86.63 35.60 0.67Reach-1 8900 600 cfs 600.00 478.59 483.58 484.27 0.005962 6.96 100.07 37.29 0.68Reach-1 8900 800 cfs 800.00 478.59 484.24 485.03 0.005802 7.50 125.67 40.31 0.68Reach-1 8900 1000 cfs 1000.00 478.59 484.77 483.93 485.77 0.006136 8.42 161.71 101.13 0.72Reach-1 8900 1200 cfs 1200.00 478.59 485.75 484.30 486.36 0.003294 7.07 305.22 191.77 0.54Reach-1 8900 1400 cfs 1400.00 478.59 485.43 485.43 486.55 0.006196 9.31 248.82 162.19 0.74Reach-1 8900 1600 cfs 1600.00 478.59 485.75 485.75 486.84 0.005858 9.43 305.13 191.72 0.72Reach-1 8900 1800 cfs 1800.00 478.59 485.99 485.99 487.09 0.005812 9.68 353.81 213.99 0.73Reach-1 8900 2000 cfs 2000.00 478.59 486.25 486.25 487.31 0.005563 9.76 411.54 237.06 0.72
Reach-1 8850 50 cfs 50.00 477.95 479.80 479.26 479.94 0.004223 3.02 16.54 13.72 0.49Reach-1 8850 100 cfs 100.00 477.95 480.43 479.77 480.66 0.004670 3.84 26.01 16.02 0.53Reach-1 8850 200 cfs 200.00 477.95 481.31 480.51 481.67 0.005084 4.82 41.52 19.21 0.58Reach-1 8850 300 cfs 300.00 477.95 481.96 481.09 482.43 0.005393 5.49 54.60 21.53 0.61Reach-1 8850 400 cfs 400.00 477.95 482.48 481.56 483.04 0.005637 6.03 66.35 23.42 0.63Reach-1 8850 500 cfs 500.00 477.95 482.93 481.98 483.58 0.005821 6.47 77.27 25.05 0.65Reach-1 8850 600 cfs 600.00 477.95 483.17 482.37 483.97 0.006810 7.19 83.43 25.93 0.71Reach-1 8850 800 cfs 800.00 477.95 483.47 483.03 484.66 0.009497 8.77 91.26 27.00 0.84Reach-1 8850 1000 cfs 1000.00 477.95 483.72 483.60 485.33 0.012217 10.20 98.07 27.90 0.96Reach-1 8850 1200 cfs 1200.00 477.95 484.12 484.12 485.98 0.013058 10.96 109.53 79.37 1.00Reach-1 8850 1400 cfs 1400.00 477.95 485.15 485.15 486.18 0.006099 8.70 244.17 178.15 0.71Reach-1 8850 1600 cfs 1600.00 477.95 485.44 485.44 486.45 0.005816 8.85 299.77 203.45 0.70Reach-1 8850 1800 cfs 1800.00 477.95 485.70 485.70 486.69 0.005584 8.96 355.13 225.84 0.69Reach-1 8850 2000 cfs 2000.00 477.95 486.03 486.03 486.90 0.004840 8.69 434.05 250.00 0.65
Reach-1 8800 50 cfs 50.00 477.73 479.46 479.15 479.67 0.007485 3.69 13.56 12.89 0.63Reach-1 8800 100 cfs 100.00 477.73 480.04 479.66 480.37 0.007856 4.61 21.68 15.08 0.68Reach-1 8800 200 cfs 200.00 477.73 480.87 480.40 481.37 0.007947 5.64 35.49 18.20 0.71Reach-1 8800 300 cfs 300.00 477.73 481.46 480.97 482.10 0.008384 6.42 46.75 20.40 0.75Reach-1 8800 400 cfs 400.00 477.73 481.92 481.45 482.69 0.008879 7.08 56.51 22.13 0.78Reach-1 8800 500 cfs 500.00 477.73 482.30 481.87 483.21 0.009328 7.65 65.39 38.14 0.81Reach-1 8800 600 cfs 600.00 477.73 482.73 482.25 483.62 0.008282 7.68 92.04 70.23 0.77Reach-1 8800 800 cfs 800.00 477.73 483.20 483.20 484.17 0.008464 8.30 127.45 81.45 0.80Reach-1 8800 1000 cfs 1000.00 477.73 483.97 483.60 484.68 0.005670 7.48 197.21 99.94 0.67Reach-1 8800 1200 cfs 1200.00 477.73 484.68 483.93 485.26 0.004231 6.96 277.26 133.25 0.59Reach-1 8800 1400 cfs 1400.00 477.73 484.23 484.23 485.33 0.008536 9.44 223.91 106.17 0.83
1
Page 105
HEC-RAS Plan: EX RatingQ River: RIVER-1 Reach: Reach-1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 8800 1600 cfs 1600.00 477.73 484.33 484.33 485.65 0.010082 10.37 234.84 108.62 0.90Reach-1 8800 1800 cfs 1800.00 477.73 484.64 484.64 485.98 0.009851 10.58 271.98 130.43 0.90Reach-1 8800 2000 cfs 2000.00 477.73 485.07 484.93 486.26 0.008188 10.17 336.69 171.00 0.83
Reach-1 8750 50 cfs 50.00 477.52 479.00 478.75 479.22 0.008280 3.72 13.43 13.54 0.66Reach-1 8750 100 cfs 100.00 477.52 479.60 479.22 479.92 0.007638 4.56 21.94 15.00 0.66Reach-1 8750 200 cfs 200.00 477.52 480.36 479.95 480.87 0.008964 5.76 34.74 18.81 0.75Reach-1 8750 300 cfs 300.00 477.52 480.88 480.53 481.56 0.009987 6.62 45.31 21.57 0.81Reach-1 8750 400 cfs 400.00 477.52 481.35 481.01 482.14 0.010148 7.15 55.96 24.04 0.83Reach-1 8750 500 cfs 500.00 477.52 481.75 481.41 482.64 0.010273 7.59 65.91 63.69 0.84Reach-1 8750 600 cfs 600.00 477.52 482.08 481.76 483.08 0.010229 8.00 75.06 105.33 0.85Reach-1 8750 800 cfs 800.00 477.52 483.42 482.36 483.68 0.002387 4.80 294.43 172.51 0.43Reach-1 8750 1000 cfs 1000.00 477.52 484.20 482.89 484.36 0.001475 4.15 433.82 186.96 0.35Reach-1 8750 1200 cfs 1200.00 477.52 484.88 483.22 485.01 0.001021 3.79 564.80 196.43 0.30Reach-1 8750 1400 cfs 1400.00 477.52 483.54 483.41 484.21 0.006308 7.92 314.11 174.87 0.71Reach-1 8750 1600 cfs 1600.00 477.52 484.21 483.58 484.63 0.003706 6.58 436.84 186.99 0.55Reach-1 8750 1800 cfs 1800.00 477.52 484.84 483.74 485.14 0.002386 5.77 557.23 195.88 0.45Reach-1 8750 2000 cfs 2000.00 477.52 485.57 483.89 485.79 0.001523 5.05 704.72 207.22 0.37
Reach-1 8700 50 cfs 50.00 476.72 478.51 478.21 478.74 0.008350 3.84 13.03 12.41 0.66Reach-1 8700 100 cfs 100.00 476.72 479.03 478.76 479.40 0.010753 4.93 20.29 15.95 0.77Reach-1 8700 200 cfs 200.00 476.72 479.78 479.51 480.31 0.011027 5.84 34.27 21.18 0.81Reach-1 8700 300 cfs 300.00 476.72 480.37 480.02 480.99 0.009468 6.30 47.60 23.05 0.77Reach-1 8700 400 cfs 400.00 476.72 480.89 480.42 481.59 0.008509 6.69 59.76 24.06 0.75Reach-1 8700 500 cfs 500.00 476.72 481.25 480.78 482.08 0.008821 7.29 68.63 24.77 0.77Reach-1 8700 600 cfs 600.00 476.72 481.53 481.10 482.51 0.009573 7.94 75.56 86.82 0.81Reach-1 8700 800 cfs 800.00 476.72 481.70 481.70 483.26 0.014476 10.02 79.85 129.95 1.00Reach-1 8700 1000 cfs 1000.00 476.72 482.23 482.23 484.00 0.014137 10.65 93.86 189.02 1.00Reach-1 8700 1200 cfs 1200.00 476.72 482.72 482.72 484.67 0.013903 11.20 107.11 246.22 1.00Reach-1 8700 1400 cfs 1400.00 476.72 483.58 483.27 483.84 0.002680 5.53 547.24 319.37 0.45Reach-1 8700 1600 cfs 1600.00 476.72 484.27 483.45 484.41 0.001415 4.40 768.61 323.86 0.33Reach-1 8700 1800 cfs 1800.00 476.72 484.89 483.47 484.99 0.000919 3.82 972.11 327.93 0.27Reach-1 8700 2000 cfs 2000.00 476.72 485.62 483.48 485.69 0.000591 3.30 1211.24 330.00 0.22
Reach-1 8650 50 cfs 50.00 476.93 478.22 477.87 478.35 0.005166 2.85 17.52 18.59 0.52Reach-1 8650 100 cfs 100.00 476.93 478.74 478.24 478.95 0.005156 3.63 27.55 19.93 0.54Reach-1 8650 200 cfs 200.00 476.93 479.50 478.82 479.83 0.005294 4.60 43.45 21.87 0.58Reach-1 8650 300 cfs 300.00 476.93 480.12 479.30 480.55 0.005268 5.22 57.46 23.46 0.59Reach-1 8650 400 cfs 400.00 476.93 480.66 479.71 481.16 0.005222 5.68 70.41 36.57 0.59Reach-1 8650 500 cfs 500.00 476.93 481.22 480.09 481.64 0.003822 5.46 129.51 129.41 0.52Reach-1 8650 600 cfs 600.00 476.93 481.75 480.43 482.05 0.002553 4.92 203.93 149.88 0.44Reach-1 8650 800 cfs 800.00 476.93 481.50 481.49 482.25 0.006461 7.49 167.68 140.28 0.69Reach-1 8650 1000 cfs 1000.00 476.93 482.02 481.80 482.62 0.004917 7.14 246.17 160.34 0.62Reach-1 8650 1200 cfs 1200.00 476.93 482.69 482.05 483.10 0.003144 6.30 361.57 185.95 0.50Reach-1 8650 1400 cfs 1400.00 476.93 483.43 482.27 483.71 0.001989 5.51 516.35 231.59 0.41Reach-1 8650 1600 cfs 1600.00 476.93 484.13 482.47 484.33 0.001357 4.92 696.94 283.44 0.35Reach-1 8650 1800 cfs 1800.00 476.93 484.80 482.65 484.94 0.000910 4.31 890.68 290.00 0.29Reach-1 8650 2000 cfs 2000.00 476.93 485.55 482.77 485.65 0.000600 3.75 1110.52 290.00 0.24
Reach-1 8600 50 cfs 50.00 476.76 477.57 477.53 477.87 0.018152 4.39 11.40 16.28 0.92Reach-1 8600 100 cfs 100.00 476.76 477.93 477.93 478.44 0.019240 5.75 17.40 17.00 1.00Reach-1 8600 200 cfs 200.00 476.76 478.55 478.55 479.32 0.017381 7.08 28.27 18.22 1.00Reach-1 8600 300 cfs 300.00 476.76 479.05 479.05 480.03 0.016571 7.97 37.65 21.00 1.00Reach-1 8600 400 cfs 400.00 476.76 479.49 479.49 480.65 0.016018 8.64 46.30 33.65 1.00Reach-1 8600 500 cfs 500.00 476.76 479.89 479.89 481.19 0.015513 9.16 54.56 45.24 1.00Reach-1 8600 600 cfs 600.00 476.76 480.34 480.34 481.69 0.013624 9.31 66.24 70.82 0.95Reach-1 8600 800 cfs 800.00 476.76 481.01 481.01 481.86 0.008474 8.15 145.34 86.01 0.77Reach-1 8600 1000 cfs 1000.00 476.76 481.33 481.33 482.25 0.008900 8.73 173.09 87.90 0.80Reach-1 8600 1200 cfs 1200.00 476.76 482.43 481.59 482.91 0.003823 6.70 288.90 124.53 0.54Reach-1 8600 1400 cfs 1400.00 476.76 483.23 481.83 483.59 0.002465 5.98 396.61 143.80 0.45Reach-1 8600 1600 cfs 1600.00 476.76 483.96 482.08 484.24 0.001747 5.47 504.14 149.00 0.39Reach-1 8600 1800 cfs 1800.00 476.76 484.63 482.31 484.87 0.001343 5.13 604.55 149.00 0.34Reach-1 8600 2000 cfs 2000.00 476.76 485.41 482.53 485.60 0.001009 4.77 719.68 149.00 0.30
Reach-1 8522 50 cfs 50.00 476.00 476.72 476.65 476.90 0.008073 3.47 14.40 26.33 0.83Reach-1 8522 100 cfs 100.00 476.00 477.04 476.93 477.33 0.007196 4.39 22.80 26.34 0.83Reach-1 8522 200 cfs 200.00 476.00 477.61 477.38 478.04 0.005583 5.28 37.90 26.34 0.78Reach-1 8522 300 cfs 300.00 476.00 478.21 477.76 478.69 0.004167 5.60 53.61 26.35 0.69Reach-1 8522 400 cfs 400.00 476.00 478.71 478.09 479.27 0.003618 5.97 66.99 28.57 0.66Reach-1 8522 500 cfs 500.00 476.00 478.98 478.41 479.69 0.004051 6.75 74.03 31.36 0.71Reach-1 8522 600 cfs 600.00 476.00 479.36 478.70 480.15 0.003843 7.15 83.90 35.26 0.71
2
Page 106
HEC-RAS Plan: EX RatingQ River: RIVER-1 Reach: Reach-1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 8522 800 cfs 800.00 476.00 480.02 479.24 480.98 0.003644 7.90 101.32 42.14 0.71Reach-1 8522 1000 cfs 1000.00 476.00 480.60 479.72 481.74 0.003566 8.58 116.58 48.18 0.72Reach-1 8522 1200 cfs 1200.00 476.00 480.70 480.18 482.27 0.004742 10.05 119.40 49.30 0.83Reach-1 8522 1400 cfs 1400.00 476.00 481.07 480.61 482.90 0.004963 10.84 129.19 57.37 0.86Reach-1 8522 1600 cfs 1600.00 476.00 481.57 481.04 483.53 0.004698 11.24 142.30 69.43 0.85Reach-1 8522 1800 cfs 1800.00 476.00 482.00 481.42 484.13 0.004606 11.72 153.62 79.85 0.86Reach-1 8522 2000 cfs 2000.00 476.00 483.16 481.81 484.99 0.003107 10.86 184.16 107.96 0.72
Reach-1 8493 Bridge
Reach-1 8471 50 cfs 50.00 475.60 476.21 476.21 476.45 0.023684 3.94 12.68 26.33 1.00Reach-1 8471 100 cfs 100.00 475.60 476.49 476.49 476.87 0.020735 4.96 20.17 26.33 1.00Reach-1 8471 200 cfs 200.00 475.60 477.35 476.94 477.69 0.007275 4.66 42.88 26.34 0.64Reach-1 8471 300 cfs 300.00 475.60 478.04 477.32 478.41 0.005415 4.93 60.86 26.35 0.57Reach-1 8471 400 cfs 400.00 475.60 478.57 477.65 479.01 0.005016 5.34 74.89 26.89 0.56Reach-1 8471 500 cfs 500.00 475.60 478.79 477.96 479.38 0.006115 6.20 80.68 28.61 0.62Reach-1 8471 600 cfs 600.00 475.60 479.16 478.25 479.85 0.005984 6.62 90.60 31.55 0.63Reach-1 8471 800 cfs 800.00 475.60 479.82 478.78 480.67 0.005956 7.42 107.81 36.67 0.65Reach-1 8471 1000 cfs 1000.00 475.60 480.38 479.28 481.41 0.006044 8.15 122.72 41.10 0.67Reach-1 8471 1200 cfs 1200.00 475.60 480.25 479.74 481.82 0.009584 10.07 119.22 40.06 0.83Reach-1 8471 1400 cfs 1400.00 475.60 480.38 480.17 482.40 0.011880 11.42 122.61 41.07 0.93Reach-1 8471 1600 cfs 1600.00 475.60 480.59 480.59 483.01 0.013413 12.49 128.09 42.70 1.00Reach-1 8471 1800 cfs 1800.00 475.60 480.99 480.99 483.61 0.013041 12.98 138.64 47.27 1.00Reach-1 8471 2000 cfs 2000.00 475.60 481.34 481.34 484.18 0.012984 13.52 147.88 52.34 1.01
Reach-1 8400 50 cfs 50.00 473.39 475.71 474.72 475.76 0.001124 1.80 27.85 18.81 0.26Reach-1 8400 100 cfs 100.00 473.39 476.31 475.13 476.41 0.001577 2.52 39.72 20.54 0.32Reach-1 8400 200 cfs 200.00 473.39 477.18 475.75 477.36 0.002046 3.41 58.66 23.03 0.38Reach-1 8400 300 cfs 300.00 473.39 477.86 476.25 478.11 0.002303 4.01 74.89 68.29 0.41Reach-1 8400 400 cfs 400.00 473.39 478.39 476.69 478.70 0.002529 4.53 88.62 89.09 0.43Reach-1 8400 500 cfs 500.00 473.39 478.54 477.07 478.99 0.003437 5.40 93.26 96.30 0.51Reach-1 8400 600 cfs 600.00 473.39 478.92 477.42 479.44 0.003586 5.83 105.93 113.93 0.53Reach-1 8400 800 cfs 800.00 473.39 479.62 478.06 480.23 0.003583 6.36 146.78 165.71 0.54Reach-1 8400 1000 cfs 1000.00 473.39 480.30 478.63 480.90 0.003209 6.48 196.00 171.04 0.52Reach-1 8400 1200 cfs 1200.00 473.39 479.17 479.17 481.00 0.011742 10.90 115.65 127.51 0.96Reach-1 8400 1400 cfs 1400.00 473.39 479.97 479.97 481.43 0.008182 9.99 171.95 168.47 0.82Reach-1 8400 1600 cfs 1600.00 473.39 480.32 480.32 481.83 0.008069 10.29 197.72 171.23 0.82Reach-1 8400 1800 cfs 1800.00 473.39 480.65 480.65 482.19 0.007931 10.54 222.57 173.64 0.82Reach-1 8400 2000 cfs 2000.00 473.39 480.91 480.91 482.52 0.008071 10.89 242.44 174.56 0.83
Reach-1 8350 50 cfs 50.00 474.19 475.55 475.09 475.66 0.003687 2.59 19.31 18.49 0.45Reach-1 8350 100 cfs 100.00 474.19 476.11 475.47 476.28 0.003864 3.33 30.01 20.07 0.48Reach-1 8350 200 cfs 200.00 474.19 476.93 476.07 477.21 0.003990 4.21 47.50 22.50 0.51Reach-1 8350 300 cfs 300.00 474.19 477.59 476.55 477.94 0.004097 4.73 63.42 86.46 0.53Reach-1 8350 400 cfs 400.00 474.19 478.11 476.96 478.52 0.004268 5.18 77.29 132.18 0.55Reach-1 8350 500 cfs 500.00 474.19 477.34 477.34 478.53 0.015180 8.77 57.02 63.78 1.01Reach-1 8350 600 cfs 600.00 474.19 477.70 477.70 478.97 0.014565 9.06 66.25 96.12 1.00Reach-1 8350 800 cfs 800.00 474.19 478.31 478.31 479.75 0.013889 9.61 83.24 181.69 1.00Reach-1 8350 1000 cfs 1000.00 474.19 478.85 478.85 480.42 0.012875 10.06 100.64 200.16 0.98Reach-1 8350 1200 cfs 1200.00 474.19 479.25 479.25 479.48 0.003103 4.93 368.38 238.84 0.48Reach-1 8350 1400 cfs 1400.00 474.19 479.25 479.25 479.56 0.004223 5.75 368.37 238.84 0.57Reach-1 8350 1600 cfs 1600.00 474.19 479.25 479.25 479.66 0.005516 6.57 368.37 238.84 0.65Reach-1 8350 1800 cfs 1800.00 474.19 479.26 479.26 479.77 0.006893 7.35 370.16 239.10 0.72Reach-1 8350 2000 cfs 2000.00 474.19 479.26 479.26 479.89 0.008510 8.17 370.16 239.10 0.80
Reach-1 8300 50 cfs 50.00 473.79 474.89 474.89 475.24 0.020795 4.76 10.51 14.97 1.00Reach-1 8300 100 cfs 100.00 473.79 475.32 475.32 475.85 0.018279 5.82 17.18 16.17 1.00Reach-1 8300 200 cfs 200.00 473.79 475.96 475.96 476.75 0.016644 7.10 28.16 29.50 1.00Reach-1 8300 300 cfs 300.00 473.79 476.48 476.48 477.46 0.015679 7.91 37.92 96.39 1.00Reach-1 8300 400 cfs 400.00 473.79 477.04 477.04 478.04 0.015636 8.01 49.92 149.89 1.00Reach-1 8300 500 cfs 500.00 473.79 477.55 477.55 477.67 0.003132 3.61 230.44 276.62 0.45Reach-1 8300 600 cfs 600.00 473.79 477.55 477.55 477.72 0.004511 4.34 230.43 276.62 0.54Reach-1 8300 800 cfs 800.00 473.79 477.69 477.56 477.89 0.005115 4.81 270.32 279.01 0.58Reach-1 8300 1000 cfs 1000.00 473.79 477.87 477.64 478.08 0.004881 4.92 320.25 281.97 0.58Reach-1 8300 1200 cfs 1200.00 473.79 478.02 477.73 478.24 0.004837 5.09 363.16 284.48 0.58Reach-1 8300 1400 cfs 1400.00 473.79 478.18 477.82 478.40 0.004681 5.18 406.73 287.02 0.57Reach-1 8300 1600 cfs 1600.00 473.79 478.32 477.91 478.56 0.004544 5.27 448.51 289.43 0.57Reach-1 8300 1800 cfs 1800.00 473.79 478.65 477.99 478.85 0.003150 4.69 545.94 294.97 0.48Reach-1 8300 2000 cfs 2000.00 473.79 478.56 478.06 478.82 0.004583 5.56 517.54 293.36 0.58
Reach-1 8250 50 cfs 50.00 472.74 474.56 474.65 0.002747 2.48 20.19 16.49 0.39
3
Page 107
HEC-RAS Plan: EX RatingQ River: RIVER-1 Reach: Reach-1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 8250 100 cfs 100.00 472.74 475.08 475.26 0.003685 3.43 29.15 17.93 0.47Reach-1 8250 200 cfs 200.00 472.74 475.76 476.10 0.005291 4.71 42.46 21.18 0.59Reach-1 8250 300 cfs 300.00 472.74 476.15 475.55 476.68 0.007186 5.85 53.63 58.13 0.69Reach-1 8250 400 cfs 400.00 472.74 476.57 476.57 477.02 0.006048 5.71 98.36 142.30 0.65Reach-1 8250 500 cfs 500.00 472.74 476.91 476.78 477.22 0.004533 5.18 152.30 177.81 0.56Reach-1 8250 600 cfs 600.00 472.74 477.09 476.91 477.43 0.004929 5.53 186.76 262.78 0.59Reach-1 8250 800 cfs 800.00 472.74 477.45 477.67 0.003648 4.96 290.42 306.42 0.51Reach-1 8250 1000 cfs 1000.00 472.74 477.67 477.87 0.003393 4.91 360.06 322.19 0.50Reach-1 8250 1200 cfs 1200.00 472.74 477.82 478.03 0.003503 5.08 410.83 333.22 0.51Reach-1 8250 1400 cfs 1400.00 472.74 478.00 478.20 0.003320 5.04 469.54 339.43 0.50Reach-1 8250 1600 cfs 1600.00 472.74 478.16 478.36 0.003132 4.98 525.49 340.72 0.49Reach-1 8250 1800 cfs 1800.00 472.74 478.57 478.71 0.001954 4.12 665.48 346.41 0.39Reach-1 8250 2000 cfs 2000.00 472.74 478.41 478.62 0.003142 5.12 610.02 343.32 0.49
Reach-1 8200 50 cfs 50.00 472.39 474.49 474.55 0.001390 1.97 25.34 17.19 0.29Reach-1 8200 100 cfs 100.00 472.39 474.96 475.10 0.002366 2.95 33.87 18.48 0.38Reach-1 8200 200 cfs 200.00 472.39 475.56 475.82 0.005184 4.08 48.97 30.00 0.56Reach-1 8200 300 cfs 300.00 472.39 475.90 476.30 0.006416 5.05 59.44 30.94 0.64Reach-1 8200 400 cfs 400.00 472.39 476.31 475.69 476.70 0.005479 5.17 95.39 116.51 0.61Reach-1 8200 500 cfs 500.00 472.39 476.37 476.36 476.91 0.007520 6.14 103.11 121.54 0.71Reach-1 8200 600 cfs 600.00 472.39 476.57 476.57 477.10 0.007302 6.31 128.55 136.80 0.71Reach-1 8200 800 cfs 800.00 472.39 477.02 477.02 477.43 0.005433 5.93 217.26 242.63 0.62Reach-1 8200 1000 cfs 1000.00 472.39 477.15 477.15 477.61 0.006292 6.53 248.80 245.56 0.67Reach-1 8200 1200 cfs 1200.00 472.39 477.48 477.81 0.004486 5.84 331.77 259.01 0.58Reach-1 8200 1400 cfs 1400.00 472.39 477.64 477.98 0.004564 6.05 373.27 264.29 0.59Reach-1 8200 1600 cfs 1600.00 472.39 477.82 478.15 0.004246 6.01 421.50 264.61 0.57Reach-1 8200 1800 cfs 1800.00 472.39 478.40 478.59 0.002160 4.66 574.77 265.62 0.41Reach-1 8200 2000 cfs 2000.00 472.39 478.00 478.39 0.004854 6.61 469.82 264.93 0.61
Reach-1 8150 50 cfs 50.00 472.99 474.37 473.85 474.45 0.002987 2.20 22.75 24.02 0.40Reach-1 8150 100 cfs 100.00 472.99 474.82 474.22 474.95 0.003702 2.90 34.44 28.00 0.46Reach-1 8150 200 cfs 200.00 472.99 475.30 474.75 475.56 0.005265 4.09 50.16 41.05 0.57Reach-1 8150 300 cfs 300.00 472.99 475.44 475.16 475.91 0.008866 5.59 55.88 41.71 0.75Reach-1 8150 400 cfs 400.00 472.99 475.62 475.53 476.29 0.011021 6.64 63.64 44.58 0.85Reach-1 8150 500 cfs 500.00 472.99 476.18 476.18 476.55 0.005209 5.40 139.56 219.55 0.61Reach-1 8150 600 cfs 600.00 472.99 476.39 476.31 476.70 0.004252 5.16 188.43 230.21 0.56Reach-1 8150 800 cfs 800.00 472.99 476.91 476.50 477.09 0.002354 4.33 326.67 298.05 0.43Reach-1 8150 1000 cfs 1000.00 472.99 477.12 476.70 477.30 0.002407 4.56 390.21 316.92 0.44Reach-1 8150 1200 cfs 1200.00 472.99 477.47 476.83 477.61 0.001826 4.24 505.72 348.57 0.39Reach-1 8150 1400 cfs 1400.00 472.99 477.63 476.96 477.78 0.001864 4.41 561.29 352.91 0.39Reach-1 8150 1600 cfs 1600.00 472.99 477.81 477.06 477.96 0.001794 4.45 624.75 354.99 0.39Reach-1 8150 1800 cfs 1800.00 472.99 478.39 477.16 478.49 0.000951 3.55 835.38 360.04 0.29Reach-1 8150 2000 cfs 2000.00 472.99 477.98 477.26 478.17 0.002105 4.96 688.25 356.52 0.42
Reach-1 8100 50 cfs 50.00 472.80 473.81 473.81 474.10 0.022144 4.38 11.42 19.58 1.01Reach-1 8100 100 cfs 100.00 472.80 474.18 474.18 474.56 0.020538 4.95 20.21 27.19 1.01Reach-1 8100 200 cfs 200.00 472.80 474.84 474.65 475.19 0.010502 4.71 43.65 63.71 0.78Reach-1 8100 300 cfs 300.00 472.80 475.42 475.56 0.003331 3.43 133.00 207.83 0.46Reach-1 8100 400 cfs 400.00 472.80 475.88 475.95 0.001436 2.62 234.41 227.60 0.32Reach-1 8100 500 cfs 500.00 472.80 476.24 476.29 0.000973 2.37 318.34 242.75 0.27Reach-1 8100 600 cfs 600.00 472.80 476.49 476.54 0.000852 2.35 380.41 253.37 0.25Reach-1 8100 800 cfs 800.00 472.80 476.94 476.99 0.000683 2.31 498.48 263.03 0.23Reach-1 8100 1000 cfs 1000.00 472.80 477.14 477.20 0.000792 2.57 550.62 264.92 0.25Reach-1 8100 1200 cfs 1200.00 472.80 477.47 477.53 0.000714 2.60 639.27 274.04 0.24Reach-1 8100 1400 cfs 1400.00 472.80 477.62 477.70 0.000799 2.83 680.96 279.39 0.26Reach-1 8100 1600 cfs 1600.00 472.80 477.79 477.88 0.000846 3.00 729.36 285.56 0.27Reach-1 8100 1800 cfs 1800.00 472.80 478.38 478.45 0.000568 2.69 901.17 301.72 0.22Reach-1 8100 2000 cfs 2000.00 472.80 477.96 478.08 0.001090 3.50 777.47 291.56 0.31
Reach-1 8033 50 cfs 50.00 471.75 473.15 473.28 0.003897 2.92 17.93 18.07 0.47Reach-1 8033 100 cfs 100.00 471.75 473.70 473.91 0.003956 3.80 29.40 24.32 0.51Reach-1 8033 200 cfs 200.00 471.75 474.51 474.79 0.003463 4.58 53.59 35.46 0.51Reach-1 8033 300 cfs 300.00 471.75 474.84 475.26 0.004680 5.77 65.78 39.91 0.60Reach-1 8033 400 cfs 400.00 471.75 475.12 474.76 475.72 0.006012 6.96 78.63 55.65 0.69Reach-1 8033 500 cfs 500.00 471.75 475.45 474.89 476.10 0.005963 7.41 101.53 81.39 0.70Reach-1 8033 600 cfs 600.00 471.75 475.85 475.67 476.38 0.004687 7.06 139.78 111.89 0.63Reach-1 8033 800 cfs 800.00 471.75 476.77 476.92 0.001424 4.49 355.29 261.94 0.36Reach-1 8033 1000 cfs 1000.00 471.75 476.96 477.12 0.001556 4.81 404.28 264.83 0.38Reach-1 8033 1200 cfs 1200.00 471.75 477.34 477.47 0.001176 4.39 506.07 270.74 0.33Reach-1 8033 1400 cfs 1400.00 471.75 477.47 477.62 0.001299 4.69 543.48 272.88 0.35Reach-1 8033 1600 cfs 1600.00 471.75 477.64 477.80 0.001333 4.85 589.67 275.50 0.36
4
Page 108
HEC-RAS Plan: EX RatingQ River: RIVER-1 Reach: Reach-1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 8033 1800 cfs 1800.00 471.75 478.29 478.40 0.000750 3.91 774.12 291.25 0.27Reach-1 8033 2000 cfs 2000.00 471.75 477.76 477.97 0.001785 5.69 621.26 277.94 0.42
Reach-1 7936 50 cfs 50.00 471.02 472.44 472.25 472.69 0.010422 3.99 12.56 14.12 0.74Reach-1 7936 100 cfs 100.00 471.02 472.97 472.72 473.35 0.008796 4.95 21.02 18.89 0.73Reach-1 7936 200 cfs 200.00 471.02 473.72 473.45 474.28 0.007764 6.17 38.98 47.68 0.74Reach-1 7936 300 cfs 300.00 471.02 474.25 474.16 474.75 0.005926 6.23 65.67 53.04 0.67Reach-1 7936 400 cfs 400.00 471.02 474.76 474.44 475.17 0.004382 6.00 93.54 58.11 0.59Reach-1 7936 500 cfs 500.00 471.02 475.20 474.67 475.58 0.003525 5.87 120.50 62.63 0.54Reach-1 7936 600 cfs 600.00 471.02 475.61 474.89 475.97 0.002974 5.79 147.13 66.79 0.51Reach-1 7936 800 cfs 800.00 471.02 476.40 475.25 476.72 0.002586 6.07 278.33 267.02 0.49Reach-1 7936 1000 cfs 1000.00 471.02 476.59 475.57 476.91 0.002690 6.35 329.58 270.54 0.50Reach-1 7936 1200 cfs 1200.00 471.02 477.19 475.86 477.34 0.001316 4.79 496.28 299.14 0.36Reach-1 7936 1400 cfs 1400.00 471.02 477.30 475.97 477.48 0.001534 5.24 532.83 304.24 0.38Reach-1 7936 1600 cfs 1600.00 471.02 477.47 475.97 477.66 0.001543 5.36 585.62 310.29 0.39Reach-1 7936 1800 cfs 1800.00 471.02 478.23 475.97 478.33 0.000720 3.96 826.15 322.00 0.27Reach-1 7936 2000 cfs 2000.00 471.02 477.48 476.99 477.77 0.002390 6.67 587.41 310.49 0.48
Reach-1 7819 50 cfs 50.00 469.98 471.23 471.04 471.47 0.010379 3.92 12.74 14.16 0.73Reach-1 7819 100 cfs 100.00 469.98 471.62 471.51 472.07 0.013609 5.40 18.51 15.38 0.87Reach-1 7819 200 cfs 200.00 469.98 472.18 472.18 473.00 0.015672 7.28 27.75 18.69 0.98Reach-1 7819 300 cfs 300.00 469.98 472.77 472.77 473.73 0.012508 7.93 40.77 24.69 0.92Reach-1 7819 400 cfs 400.00 469.98 473.23 473.23 474.32 0.011523 8.59 52.68 27.71 0.91Reach-1 7819 500 cfs 500.00 469.98 473.63 473.63 474.83 0.010776 9.10 64.46 30.41 0.90Reach-1 7819 600 cfs 600.00 469.98 473.99 473.99 475.28 0.010319 9.56 75.76 32.79 0.90Reach-1 7819 800 cfs 800.00 469.98 474.62 474.62 476.08 0.009727 10.35 97.55 181.87 0.90Reach-1 7819 1000 cfs 1000.00 469.98 476.69 475.16 476.74 0.000346 2.56 752.26 363.96 0.18Reach-1 7819 1200 cfs 1200.00 469.98 477.21 475.32 477.25 0.000261 2.34 947.14 386.77 0.16Reach-1 7819 1400 cfs 1400.00 469.98 477.33 475.60 477.37 0.000312 2.59 991.29 390.82 0.17Reach-1 7819 1600 cfs 1600.00 469.98 477.49 475.63 477.54 0.000338 2.74 1057.15 395.85 0.18Reach-1 7819 1800 cfs 1800.00 469.98 478.23 475.75 478.26 0.000204 2.28 1356.01 411.00 0.14Reach-1 7819 2000 cfs 2000.00 469.98 477.52 475.85 477.59 0.000517 3.40 1065.25 396.46 0.23
Reach-1 7722 50 cfs 50.00 469.28 470.74 470.22 470.82 0.004099 2.39 21.15 25.59 0.46Reach-1 7722 100 cfs 100.00 469.28 471.18 470.68 471.32 0.004061 3.05 33.40 28.23 0.48Reach-1 7722 200 cfs 200.00 469.28 471.78 471.16 472.03 0.004234 4.06 50.80 29.48 0.53Reach-1 7722 300 cfs 300.00 469.28 472.29 471.53 472.63 0.004174 4.74 66.09 32.40 0.55Reach-1 7722 400 cfs 400.00 469.28 472.75 471.86 473.16 0.003950 5.20 82.31 36.28 0.55Reach-1 7722 500 cfs 500.00 469.28 473.53 472.14 473.89 0.002593 4.96 112.11 40.35 0.46Reach-1 7722 600 cfs 600.00 469.28 473.87 472.48 474.29 0.002704 5.38 125.98 75.53 0.48Reach-1 7722 800 cfs 800.00 469.28 474.75 473.00 475.21 0.002290 5.67 165.33 361.54 0.46Reach-1 7722 1000 cfs 1000.00 469.28 476.70 473.47 476.71 0.000096 1.45 1191.57 440.36 0.10Reach-1 7722 1200 cfs 1200.00 469.28 477.22 473.89 477.23 0.000082 1.42 1423.46 460.72 0.09Reach-1 7722 1400 cfs 1400.00 469.28 477.33 474.28 477.35 0.000101 1.58 1476.14 467.14 0.10Reach-1 7722 1600 cfs 1600.00 469.28 477.50 474.66 477.52 0.000114 1.71 1554.91 474.49 0.11Reach-1 7722 1800 cfs 1800.00 469.28 478.23 475.01 478.25 0.000078 1.50 1914.64 496.00 0.09Reach-1 7722 2000 cfs 2000.00 469.28 477.52 475.23 477.55 0.000174 2.12 1564.82 475.41 0.14
Reach-1 7600 50 cfs 50.00 468.75 469.54 469.54 469.84 0.021473 4.40 11.37 18.82 1.00Reach-1 7600 100 cfs 100.00 468.75 469.89 469.89 470.36 0.019107 5.45 18.36 19.93 1.00Reach-1 7600 200 cfs 200.00 468.75 470.58 470.45 471.17 0.012701 6.17 32.44 21.39 0.88Reach-1 7600 300 cfs 300.00 468.75 471.19 470.89 471.86 0.009284 6.60 46.22 23.62 0.79Reach-1 7600 400 cfs 400.00 468.75 471.77 471.30 472.49 0.007250 6.84 60.64 25.76 0.73Reach-1 7600 500 cfs 500.00 468.75 473.10 471.68 473.55 0.002819 5.55 97.92 30.61 0.48Reach-1 7600 600 cfs 600.00 468.75 473.33 472.02 473.91 0.003300 6.23 105.35 31.49 0.53Reach-1 7600 800 cfs 800.00 468.75 474.23 472.62 474.87 0.002927 6.66 135.14 34.78 0.52Reach-1 7600 1000 cfs 1000.00 468.75 476.48 473.18 476.67 0.000718 4.19 396.51 201.11 0.27Reach-1 7600 1200 cfs 1200.00 468.75 477.04 473.68 477.19 0.000592 3.99 512.18 212.56 0.25Reach-1 7600 1400 cfs 1400.00 468.75 477.10 474.13 477.30 0.000757 4.54 525.98 213.88 0.28Reach-1 7600 1600 cfs 1600.00 468.75 477.24 474.58 477.47 0.000872 4.93 554.71 216.61 0.30Reach-1 7600 1800 cfs 1800.00 468.75 478.07 474.98 478.22 0.000536 4.12 742.33 232.32 0.24Reach-1 7600 2000 cfs 2000.00 468.75 477.02 475.37 477.46 0.001670 6.70 508.65 212.22 0.42
Reach-1 7500 50 cfs 50.00 467.55 468.87 468.44 468.99 0.002222 2.83 17.75 17.86 0.49Reach-1 7500 100 cfs 100.00 467.55 469.42 468.86 469.63 0.002102 3.66 28.50 20.82 0.51Reach-1 7500 200 cfs 200.00 467.55 470.35 469.46 470.66 0.001747 4.53 49.96 25.66 0.50Reach-1 7500 300 cfs 300.00 467.55 470.96 469.97 471.39 0.001822 5.35 66.78 28.74 0.53Reach-1 7500 400 cfs 400.00 467.55 471.57 470.42 472.07 0.001725 5.86 84.71 30.38 0.53Reach-1 7500 500 cfs 500.00 467.55 473.00 470.83 473.36 0.000850 5.10 130.89 272.39 0.40Reach-1 7500 600 cfs 600.00 467.55 473.21 471.20 473.69 0.001061 5.85 138.14 335.15 0.44Reach-1 7500 800 cfs 800.00 467.55 474.09 471.81 474.68 0.001098 6.58 169.75 463.17 0.46
5
Page 109
HEC-RAS Plan: EX RatingQ River: RIVER-1 Reach: Reach-1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 7500 1000 cfs 1000.00 467.55 476.03 472.40 476.51 0.000648 6.06 246.94 672.32 0.37Reach-1 7500 1200 cfs 1200.00 467.55 476.34 472.93 476.98 0.000815 6.96 260.29 698.65 0.42Reach-1 7500 1400 cfs 1400.00 467.55 476.03 473.42 476.98 0.001270 8.48 246.95 672.33 0.52Reach-1 7500 1600 cfs 1600.00 467.55 475.52 473.90 476.98 0.002091 10.42 225.80 628.11 0.66Reach-1 7500 1800 cfs 1800.00 467.55 476.25 474.34 477.73 0.001904 10.57 256.49 691.21 0.64Reach-1 7500 2000 cfs 2000.00 467.55 477.19 474.78 477.23 0.000133 3.00 2592.07 759.22 0.17
Reach-1 7455 Bridge
Reach-1 7400 50 cfs 50.00 467.21 468.53 468.22 468.66 0.002947 2.90 17.24 19.62 0.55Reach-1 7400 100 cfs 100.00 467.21 469.06 468.58 469.25 0.002603 3.56 28.07 21.39 0.54Reach-1 7400 200 cfs 200.00 467.21 469.82 469.14 470.13 0.002424 4.46 45.51 24.46 0.56Reach-1 7400 300 cfs 300.00 467.21 470.32 469.60 470.75 0.002669 5.29 58.27 26.48 0.61Reach-1 7400 400 cfs 400.00 467.21 470.70 469.99 471.26 0.002914 6.06 68.67 28.32 0.65Reach-1 7400 500 cfs 500.00 467.21 470.75 470.35 471.60 0.004276 7.43 70.13 28.60 0.79Reach-1 7400 600 cfs 600.00 467.21 470.85 470.67 471.99 0.005479 8.61 72.94 29.12 0.89Reach-1 7400 800 cfs 800.00 467.21 471.24 471.24 472.79 0.006284 10.04 84.87 31.24 0.98Reach-1 7400 1000 cfs 1000.00 467.21 471.77 471.77 473.52 0.005868 10.73 102.16 34.08 0.97Reach-1 7400 1200 cfs 1200.00 467.21 472.26 472.26 474.19 0.005575 11.32 119.29 36.68 0.96Reach-1 7400 1400 cfs 1400.00 467.21 472.70 472.70 474.82 0.005390 11.89 136.17 187.62 0.96Reach-1 7400 1600 cfs 1600.00 467.21 473.17 473.17 475.40 0.005050 12.26 155.55 331.55 0.95Reach-1 7400 1800 cfs 1800.00 467.21 473.59 473.59 475.94 0.004846 12.64 174.07 406.51 0.94Reach-1 7400 2000 cfs 2000.00 467.21 473.97 473.97 476.45 0.004706 13.02 192.14 459.08 0.94
Reach-1 7307 50 cfs 50.00 466.56 468.03 468.22 0.007877 3.47 14.40 15.85 0.64Reach-1 7307 100 cfs 100.00 466.56 468.65 468.90 0.005651 3.98 26.83 25.69 0.58Reach-1 7307 200 cfs 200.00 466.56 468.87 468.87 469.56 0.013634 6.78 32.62 27.35 0.92Reach-1 7307 300 cfs 300.00 466.56 469.34 469.34 470.17 0.012246 7.58 46.29 30.91 0.91Reach-1 7307 400 cfs 400.00 466.56 469.74 469.74 470.67 0.011429 8.19 59.07 33.90 0.91Reach-1 7307 500 cfs 500.00 466.56 470.48 470.48 470.99 0.005257 6.59 119.96 122.20 0.64Reach-1 7307 600 cfs 600.00 466.56 470.65 470.65 471.17 0.005338 6.87 141.50 125.15 0.65Reach-1 7307 800 cfs 800.00 466.56 470.89 470.89 471.49 0.006042 7.65 171.71 129.18 0.70Reach-1 7307 1000 cfs 1000.00 466.56 471.10 471.10 471.76 0.006528 8.25 199.24 133.23 0.74Reach-1 7307 1200 cfs 1200.00 466.56 471.30 471.30 472.00 0.006833 8.72 225.73 137.53 0.76Reach-1 7307 1400 cfs 1400.00 466.56 471.46 471.46 472.23 0.007259 9.22 248.21 141.07 0.79Reach-1 7307 1600 cfs 1600.00 466.56 471.67 471.67 472.44 0.006974 9.33 278.67 145.73 0.78Reach-1 7307 1800 cfs 1800.00 466.56 471.75 471.75 472.63 0.007876 10.04 290.77 147.54 0.83Reach-1 7307 2000 cfs 2000.00 466.56 471.84 471.84 472.82 0.008683 10.67 303.26 149.38 0.87
Reach-1 7194 50 cfs 50.00 465.56 467.29 467.48 0.005394 3.54 14.26 12.08 0.55Reach-1 7194 100 cfs 100.00 465.56 467.82 467.38 468.19 0.006621 4.95 21.11 13.75 0.65Reach-1 7194 200 cfs 200.00 465.56 468.41 468.40 468.64 0.004094 4.70 81.20 157.47 0.53Reach-1 7194 300 cfs 300.00 465.56 468.59 468.56 468.83 0.004726 5.30 110.63 173.60 0.58Reach-1 7194 400 cfs 400.00 465.56 468.75 469.00 0.004859 5.59 139.72 188.19 0.59Reach-1 7194 500 cfs 500.00 465.56 468.83 468.78 469.14 0.006141 6.40 154.26 201.75 0.67Reach-1 7194 600 cfs 600.00 465.56 468.93 468.90 469.25 0.006423 6.70 175.00 209.15 0.69Reach-1 7194 800 cfs 800.00 465.56 469.09 469.04 469.45 0.007123 7.31 209.34 219.39 0.73Reach-1 7194 1000 cfs 1000.00 465.56 469.22 469.19 469.63 0.007801 7.87 238.82 227.38 0.77Reach-1 7194 1200 cfs 1200.00 465.56 469.34 469.31 469.79 0.008340 8.34 266.40 234.61 0.81Reach-1 7194 1400 cfs 1400.00 465.56 469.44 469.42 469.94 0.008935 8.80 290.71 240.79 0.84Reach-1 7194 1600 cfs 1600.00 465.56 469.53 469.52 470.08 0.009625 9.29 311.78 246.04 0.87Reach-1 7194 1800 cfs 1800.00 465.56 469.62 469.62 470.21 0.009984 9.63 335.11 251.71 0.89Reach-1 7194 2000 cfs 2000.00 465.56 469.71 469.71 470.34 0.010355 9.96 356.91 256.90 0.91
Reach-1 7089 50 cfs 50.00 465.05 467.19 466.13 467.23 0.000998 1.72 29.06 17.86 0.24Reach-1 7089 100 cfs 100.00 465.05 467.69 466.52 467.79 0.001754 2.62 38.13 18.61 0.32Reach-1 7089 200 cfs 200.00 465.05 468.32 467.13 468.38 0.001136 2.47 166.02 395.41 0.27Reach-1 7089 300 cfs 300.00 465.05 468.52 467.64 468.57 0.001058 2.49 245.49 413.47 0.26Reach-1 7089 400 cfs 400.00 465.05 468.70 468.37 468.74 0.000947 2.45 323.10 430.49 0.25Reach-1 7089 500 cfs 500.00 465.05 468.76 468.44 468.81 0.001223 2.82 347.38 436.54 0.28Reach-1 7089 600 cfs 600.00 465.05 468.86 468.50 468.92 0.001250 2.91 392.13 439.77 0.29Reach-1 7089 800 cfs 800.00 465.05 469.01 468.60 469.08 0.001391 3.17 460.60 444.67 0.31Reach-1 7089 1000 cfs 1000.00 465.05 469.14 468.68 469.22 0.001534 3.41 518.04 448.74 0.32Reach-1 7089 1200 cfs 1200.00 465.05 469.26 468.78 469.35 0.001627 3.60 573.41 452.63 0.34Reach-1 7089 1400 cfs 1400.00 465.05 469.37 468.84 469.47 0.001740 3.79 621.02 455.95 0.35Reach-1 7089 1600 cfs 1600.00 465.05 469.46 468.90 469.57 0.001881 4.00 660.84 458.70 0.36Reach-1 7089 1800 cfs 1800.00 465.05 469.55 468.96 469.67 0.001977 4.17 702.26 461.55 0.37Reach-1 7089 2000 cfs 2000.00 465.05 469.63 469.02 469.76 0.002073 4.33 740.73 464.18 0.38
Reach-1 6982 50 cfs 50.00 465.65 466.86 466.99 0.008036 2.89 17.37 27.15 0.62Reach-1 6982 100 cfs 100.00 465.65 467.26 467.46 0.006612 3.58 28.87 30.84 0.61
6
Page 110
HEC-RAS Plan: EX RatingQ River: RIVER-1 Reach: Reach-1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 6982 200 cfs 200.00 465.65 467.78 468.11 0.006649 4.69 46.64 43.48 0.66Reach-1 6982 300 cfs 300.00 465.65 468.25 468.21 468.39 0.002817 3.63 166.91 457.06 0.45Reach-1 6982 400 cfs 400.00 465.65 468.60 468.64 0.001017 2.42 330.63 489.14 0.28Reach-1 6982 500 cfs 500.00 465.65 468.59 468.66 0.001591 3.02 330.52 489.13 0.34Reach-1 6982 600 cfs 600.00 465.65 468.70 468.77 0.001522 3.04 383.79 496.22 0.34Reach-1 6982 800 cfs 800.00 465.65 468.84 468.91 0.001696 3.33 452.63 505.23 0.36Reach-1 6982 1000 cfs 1000.00 465.65 468.95 469.04 0.001899 3.62 508.00 512.36 0.38Reach-1 6982 1200 cfs 1200.00 465.65 469.06 469.16 0.001982 3.80 567.12 519.87 0.40Reach-1 6982 1400 cfs 1400.00 465.65 469.15 469.26 0.002132 4.02 614.30 525.79 0.41Reach-1 6982 1600 cfs 1600.00 465.65 469.22 469.34 0.002381 4.31 647.58 529.92 0.44Reach-1 6982 1800 cfs 1800.00 465.65 469.29 469.43 0.002507 4.50 689.02 535.02 0.45Reach-1 6982 2000 cfs 2000.00 465.65 469.37 469.51 0.002641 4.69 726.71 539.62 0.46
Reach-1 6885 50 cfs 50.00 465.06 466.21 466.33 0.005998 2.80 17.87 22.11 0.55Reach-1 6885 100 cfs 100.00 465.06 466.66 466.84 0.006002 3.46 28.93 25.98 0.58Reach-1 6885 200 cfs 200.00 465.06 467.19 467.49 0.006000 4.47 47.57 37.55 0.61Reach-1 6885 300 cfs 300.00 465.06 467.59 467.98 0.006000 5.17 62.73 38.84 0.64Reach-1 6885 400 cfs 400.00 465.06 467.93 468.40 0.006000 5.72 76.04 39.94 0.65Reach-1 6885 500 cfs 500.00 465.06 468.40 467.76 468.50 0.001692 3.43 310.84 590.59 0.36Reach-1 6885 600 cfs 600.00 465.06 468.31 468.31 468.54 0.003528 4.85 260.17 589.39 0.51Reach-1 6885 800 cfs 800.00 465.06 468.41 468.41 468.65 0.004095 5.35 318.79 590.78 0.56Reach-1 6885 1000 cfs 1000.00 465.06 468.51 468.51 468.75 0.004322 5.62 376.55 592.14 0.58Reach-1 6885 1200 cfs 1200.00 465.06 468.56 468.56 468.85 0.005182 6.22 405.13 592.81 0.63Reach-1 6885 1400 cfs 1400.00 465.06 468.62 468.62 468.93 0.005544 6.53 444.51 593.74 0.66Reach-1 6885 1600 cfs 1600.00 465.06 468.75 469.01 0.004792 6.23 517.57 595.71 0.61Reach-1 6885 1800 cfs 1800.00 465.06 468.81 469.08 0.004955 6.42 556.19 596.75 0.63Reach-1 6885 2000 cfs 2000.00 465.06 468.89 469.16 0.004866 6.46 602.46 598.00 0.62
Reach-1 6800 50 cfs 50.00 464.55 465.70 465.82 0.006003 2.80 17.86 22.11 0.55Reach-1 6800 100 cfs 100.00 464.55 466.15 466.33 0.006002 3.46 28.93 25.98 0.58Reach-1 6800 200 cfs 200.00 464.55 466.68 466.98 0.006004 4.47 47.56 37.55 0.61Reach-1 6800 300 cfs 300.00 464.55 467.08 467.47 0.006000 5.17 62.73 38.84 0.64Reach-1 6800 400 cfs 400.00 464.55 467.42 467.89 0.006000 5.72 76.04 39.94 0.65Reach-1 6800 500 cfs 500.00 464.55 467.45 467.24 468.16 0.008899 7.03 77.37 40.04 0.80Reach-1 6800 600 cfs 600.00 464.55 467.85 467.85 468.08 0.003435 4.84 259.10 589.87 0.51Reach-1 6800 800 cfs 800.00 464.55 467.95 467.95 468.20 0.004025 5.37 317.44 591.23 0.55Reach-1 6800 1000 cfs 1000.00 464.55 468.07 468.07 468.30 0.004001 5.49 385.31 592.81 0.56Reach-1 6800 1200 cfs 1200.00 464.55 468.10 468.10 468.39 0.005012 6.19 407.50 593.33 0.62Reach-1 6800 1400 cfs 1400.00 464.55 468.19 468.19 468.47 0.005003 6.30 459.40 594.68 0.63Reach-1 6800 1600 cfs 1600.00 464.55 468.22 468.22 468.55 0.005839 6.86 479.17 595.21 0.68Reach-1 6800 1800 cfs 1800.00 464.55 468.30 468.30 468.62 0.005738 6.91 525.69 596.44 0.67Reach-1 6800 2000 cfs 2000.00 464.55 468.36 468.69 0.006005 7.15 557.71 597.29 0.69
Reach-1 6700 50 cfs 50.00 463.95 465.10 465.22 0.005997 2.80 17.87 22.11 0.55Reach-1 6700 100 cfs 100.00 463.95 465.55 465.73 0.006006 3.46 28.92 25.98 0.58Reach-1 6700 200 cfs 200.00 463.95 466.08 466.38 0.005990 4.47 47.60 37.55 0.61Reach-1 6700 300 cfs 300.00 463.95 466.48 466.09 466.87 0.005999 5.17 62.74 38.84 0.64Reach-1 6700 400 cfs 400.00 463.95 466.82 466.39 467.29 0.005999 5.72 76.04 39.94 0.65Reach-1 6700 500 cfs 500.00 463.95 467.11 466.64 467.44 0.004361 5.28 177.20 587.92 0.57Reach-1 6700 600 cfs 600.00 463.95 467.25 467.25 467.48 0.003435 4.84 259.09 589.81 0.51Reach-1 6700 800 cfs 800.00 463.95 467.35 467.35 467.60 0.004025 5.37 317.42 591.15 0.55Reach-1 6700 1000 cfs 1000.00 463.95 467.47 467.47 467.70 0.004002 5.49 385.27 592.71 0.56Reach-1 6700 1200 cfs 1200.00 463.95 467.50 467.50 467.79 0.005012 6.19 407.47 593.22 0.62Reach-1 6700 1400 cfs 1400.00 463.95 467.59 467.59 467.87 0.005004 6.31 459.33 594.54 0.63Reach-1 6700 1600 cfs 1600.00 463.95 467.62 467.62 467.95 0.005839 6.86 479.13 595.06 0.68Reach-1 6700 1800 cfs 1800.00 463.95 467.70 467.70 468.02 0.005736 6.91 525.70 596.27 0.67Reach-1 6700 2000 cfs 2000.00 463.95 467.76 468.09 0.005993 7.14 558.04 597.12 0.69
Reach-1 6600 50 cfs 50.00 463.35 464.50 464.17 464.62 0.006003 2.80 17.86 22.11 0.55Reach-1 6600 100 cfs 100.00 463.35 464.95 464.55 465.13 0.006009 3.46 28.92 25.98 0.58Reach-1 6600 200 cfs 200.00 463.35 465.48 465.11 465.78 0.006004 4.47 47.56 37.55 0.61Reach-1 6600 300 cfs 300.00 463.35 465.88 465.49 466.27 0.006001 5.17 62.73 38.84 0.64Reach-1 6600 400 cfs 400.00 463.35 466.22 465.79 466.69 0.006012 5.73 75.99 39.93 0.65Reach-1 6600 500 cfs 500.00 463.35 466.43 466.04 466.91 0.006012 6.07 129.95 585.90 0.66Reach-1 6600 600 cfs 600.00 463.35 466.65 466.65 466.88 0.003435 4.84 259.10 589.76 0.51Reach-1 6600 800 cfs 800.00 463.35 466.75 466.75 467.00 0.004025 5.37 317.39 591.08 0.55Reach-1 6600 1000 cfs 1000.00 463.35 466.87 466.87 467.10 0.004000 5.49 385.32 592.62 0.56Reach-1 6600 1200 cfs 1200.00 463.35 466.90 466.90 467.19 0.005011 6.19 407.48 593.13 0.62Reach-1 6600 1400 cfs 1400.00 463.35 466.99 466.99 467.27 0.005003 6.31 459.31 594.43 0.63Reach-1 6600 1600 cfs 1600.00 463.35 467.02 467.02 467.35 0.005839 6.86 479.11 594.93 0.68Reach-1 6600 1800 cfs 1800.00 463.35 467.10 467.10 467.42 0.005736 6.91 525.65 596.13 0.67
7
Page 111
HEC-RAS Plan: EX RatingQ River: RIVER-1 Reach: Reach-1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 6600 2000 cfs 2000.00 463.35 467.16 467.16 467.49 0.005984 7.14 558.27 596.96 0.69
8
Page 112
-100 -50 0 50 100 150480
482
484
486
488
490
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 9000 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
1
Page 113
-100 -50 0 50 100 150480
482
484
486
488
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8950 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1200 cfs
WS 1400 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
2
Page 114
-200 -150 -100 -50 0 50 100 150478
480
482
484
486
488
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8900 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1200 cfs
WS 1600 cfs
WS 1400 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
3
Page 115
-100 -50 0 50 100 150476
478
480
482
484
486
488
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8850 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
4
Page 116
-100 -50 0 50 100 150476
478
480
482
484
486
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8800 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1200 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
5
Page 117
-100 -50 0 50 100 150 200476
478
480
482
484
486
488
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8750 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1200 cfs
WS 1800 cfs
WS 1600 cfs
WS 1000 cfs
WS 1400 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
6
Page 118
-150 -100 -50 0 50 100 150 200476
478
480
482
484
486
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8700 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
7
Page 119
-100 -50 0 50 100 150 200476
478
480
482
484
486
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8650 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 600 cfs
WS 800 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
8
Page 120
-80 -60 -40 -20 0 20 40 60 80476
478
480
482
484
486
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8600 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
9
Page 121
-80 -60 -40 -20 0 20 40 60476
478
480
482
484
486
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8522 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
10
Page 122
-80 -60 -40 -20 0 20 40 60476
478
480
482
484
486
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8493 BR Washington Avenue Bridge
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
11
Page 123
-80 -60 -40 -20 0 20 40 60474
476
478
480
482
484
486
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8493 BR Washington Avenue Bridge
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
12
Page 124
-80 -60 -40 -20 0 20 40 60474
476
478
480
482
484
486
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8471 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1000 cfs
WS 1400 cfs
WS 1200 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
13
Page 125
-150 -100 -50 0 50 100472
474
476
478
480
482
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8400 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1000 cfs
WS 1400 cfs
WS 800 cfs
WS 1200 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
14
Page 126
-400 -300 -200 -100 0 100474
475
476
477
478
479
480
481
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8350 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 2000 cfs
WS 1200 cfs
WS 1400 cfs
WS 1600 cfs
WS 1000 cfs
WS 800 cfs
WS 400 cfs
WS 600 cfs
WS 300 cfs
WS 500 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
15
Page 127
-500 -400 -300 -200 -100 0 100472
474
476
478
480
482
484
486
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8300 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 2000 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 500 cfs
WS 600 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
16
Page 128
-400 -300 -200 -100 0 100472
474
476
478
480
482
484
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8250 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 2000 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
17
Page 129
-250 -200 -150 -100 -50 0 50 100472
474
476
478
480
482
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8200 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 2000 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
18
Page 130
-400 -300 -200 -100 0 100472
473
474
475
476
477
478
479
480
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8150 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 2000 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
19
Page 131
-250 -200 -150 -100 -50 0 50 100472
473
474
475
476
477
478
479
480
481
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8100 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 2000 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
20
Page 132
-300 -250 -200 -150 -100 -50 0 50471
472
473
474
475
476
477
478
479
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8033 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 2000 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
21
Page 133
-300 -250 -200 -150 -100 -50 0 50471
472
473
474
475
476
477
478
479
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7936 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 2000 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
22
Page 134
-400 -300 -200 -100 0 100468
470
472
474
476
478
480
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7819 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 2000 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
23
Page 135
-500 -400 -300 -200 -100 0 100468
470
472
474
476
478
480
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7722 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 2000 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
24
Page 136
-500 -400 -300 -200 -100 0 100468
470
472
474
476
478
480
482
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7600 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 2000 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
25
Page 137
-800 -600 -400 -200 0 200466
468
470
472
474
476
478
480
482
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7500 GPI U/S of 31 bridge
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1200 cfs
WS 1800 cfs
WS 1400 cfs
WS 1000 cfs
WS 1600 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
26
Page 138
-800 -600 -400 -200 0 200466
468
470
472
474
476
478
480
482
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7455 BR Bridge #1
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1200 cfs
WS 1400 cfs
WS 1600 cfs
WS 500 cfs
WS 600 cfs
WS 800 cfs
WS 1000 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
27
Page 139
-800 -600 -400 -200 0 200 400465
470
475
480
485
490
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7455 BR Bridge #1
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1200 cfs
WS 1400 cfs
WS 1000 cfs
WS 1600 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
28
Page 140
-800 -600 -400 -200 0 200 400465
470
475
480
485
490
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7400 GPI D/S of 31 Bridge
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
29
Page 141
-300 -250 -200 -150 -100 -50 0 50466
468
470
472
474
476
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7307 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
30
Page 142
-500 -400 -300 -200 -100 0 100464
466
468
470
472
474
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7194 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
31
Page 143
-600 -500 -400 -300 -200 -100 0 100464
466
468
470
472
474
476
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7089 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
32
Page 144
-700 -600 -500 -400 -300 -200 -100 0 100464
466
468
470
472
474
476
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 6982 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 400 cfs
WS 500 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
33
Page 145
-700 -600 -500 -400 -300 -200 -100 0 100464
466
468
470
472
474
476
478
480
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flowsRiver = RIVER-1 Reach = Reach-1 RS = 6885 GPI Section
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 500 cfs
WS 600 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
34
Page 146
-700 -600 -500 -400 -300 -200 -100 0 100464
466
468
470
472
474
476
478
480
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 6800 Dummy Section
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
35
Page 147
-700 -600 -500 -400 -300 -200 -100 0 100462
464
466
468
470
472
474
476
478
480
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 6700 Dummy Section
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
36
Page 148
-700 -600 -500 -400 -300 -200 -100 0 100462
464
466
468
470
472
474
476
478
480
Route 31 Bridge Plan: Existing w Rating Qs 4/18/2013 Geom: EXISTING based on Robinson Topo Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 6600 Dummy Section
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
37
Page 149
APPENDIX F
HEC-RAS Proposed Conditions (Rating flows)
Page 150
HEC-RAS Plan: PR RatingQ River: RIVER-1 Reach: Reach-1Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 9000 50 cfs 50.00 480.72 481.77 481.77 482.10 0.021154 4.61 10.84 16.57 1.00Reach-1 9000 100 cfs 100.00 480.72 482.18 482.18 482.65 0.018814 5.55 18.03 18.99 1.00Reach-1 9000 200 cfs 200.00 480.72 482.77 482.77 483.44 0.016818 6.59 30.36 22.54 1.00Reach-1 9000 300 cfs 300.00 480.72 483.23 483.23 484.05 0.015959 7.27 41.24 25.26 1.00Reach-1 9000 400 cfs 400.00 480.72 483.61 483.61 484.55 0.015289 7.79 51.34 27.38 1.00Reach-1 9000 500 cfs 500.00 480.72 483.94 483.94 485.00 0.014599 8.23 60.76 30.95 1.00Reach-1 9000 600 cfs 600.00 480.72 484.24 484.24 485.40 0.014224 8.63 69.53 35.97 1.00Reach-1 9000 800 cfs 800.00 480.72 484.78 484.78 486.12 0.013652 9.28 86.19 45.00 1.00Reach-1 9000 1000 cfs 1000.00 480.72 485.31 485.25 486.75 0.012266 9.63 104.43 56.83 0.97Reach-1 9000 1200 cfs 1200.00 480.72 485.73 485.71 487.32 0.011927 10.13 120.89 71.50 0.97Reach-1 9000 1400 cfs 1400.00 480.72 486.13 486.13 487.83 0.011476 10.50 138.52 112.13 0.96Reach-1 9000 1600 cfs 1600.00 480.72 486.79 486.79 488.13 0.007989 9.57 275.87 161.62 0.82Reach-1 9000 1800 cfs 1800.00 480.72 487.10 487.10 488.44 0.007567 9.76 326.96 177.20 0.81Reach-1 9000 2000 cfs 2000.00 480.72 487.31 487.31 488.73 0.007647 10.12 366.99 189.96 0.82
Reach-1 8950 50 cfs 50.00 480.13 481.19 481.00 481.36 0.009074 3.36 14.89 19.33 0.67Reach-1 8950 100 cfs 100.00 480.13 481.65 481.36 481.91 0.008043 4.12 24.29 21.03 0.67Reach-1 8950 200 cfs 200.00 480.13 482.30 481.93 482.71 0.008029 5.17 38.72 23.58 0.71Reach-1 8950 300 cfs 300.00 480.13 482.76 482.38 483.32 0.008645 6.01 49.89 25.43 0.76Reach-1 8950 400 cfs 400.00 480.13 483.18 482.77 483.85 0.008643 6.56 60.97 27.14 0.77Reach-1 8950 500 cfs 500.00 480.13 483.59 483.12 484.33 0.008232 6.89 72.55 28.82 0.77Reach-1 8950 600 cfs 600.00 480.13 483.94 483.43 484.75 0.008157 7.24 82.83 30.23 0.77Reach-1 8950 800 cfs 800.00 480.13 484.56 484.00 485.51 0.007985 7.81 102.48 32.76 0.78Reach-1 8950 1000 cfs 1000.00 480.13 485.19 484.50 486.20 0.007357 8.07 123.93 56.62 0.76Reach-1 8950 1200 cfs 1200.00 480.13 485.78 484.94 486.75 0.006300 8.04 171.97 89.81 0.71Reach-1 8950 1400 cfs 1400.00 480.13 485.72 485.36 487.10 0.009072 9.56 166.55 88.01 0.86Reach-1 8950 1600 cfs 1600.00 480.13 486.08 486.08 487.48 0.008365 9.72 200.77 101.16 0.83Reach-1 8950 1800 cfs 1800.00 480.13 486.39 486.39 487.81 0.007902 9.91 234.25 113.12 0.82Reach-1 8950 2000 cfs 2000.00 480.13 486.65 486.65 488.11 0.007776 10.19 264.96 129.82 0.82
Reach-1 8900 50 cfs 50.00 478.59 480.08 480.08 480.48 0.020875 5.07 9.86 12.75 1.02Reach-1 8900 100 cfs 100.00 478.59 480.58 480.57 481.13 0.018194 5.98 16.73 15.12 1.00Reach-1 8900 200 cfs 200.00 478.59 481.47 481.27 482.07 0.011669 6.22 32.15 19.42 0.85Reach-1 8900 300 cfs 300.00 478.59 482.15 482.76 0.008388 6.34 51.52 30.75 0.75Reach-1 8900 400 cfs 400.00 478.59 482.72 483.33 0.006883 6.48 69.58 33.33 0.70Reach-1 8900 500 cfs 500.00 478.59 483.21 483.84 0.006056 6.63 86.63 35.60 0.67Reach-1 8900 600 cfs 600.00 478.59 483.58 484.27 0.005962 6.96 100.07 37.29 0.68Reach-1 8900 800 cfs 800.00 478.59 484.24 485.03 0.005802 7.50 125.67 40.31 0.68Reach-1 8900 1000 cfs 1000.00 478.59 484.77 483.93 485.77 0.006136 8.42 161.71 101.13 0.72Reach-1 8900 1200 cfs 1200.00 478.59 485.75 484.30 486.36 0.003294 7.07 305.22 191.77 0.54Reach-1 8900 1400 cfs 1400.00 478.59 485.43 485.43 486.55 0.006196 9.31 248.82 162.19 0.74Reach-1 8900 1600 cfs 1600.00 478.59 485.75 485.75 486.84 0.005858 9.43 305.13 191.72 0.72Reach-1 8900 1800 cfs 1800.00 478.59 485.99 485.99 487.09 0.005812 9.68 353.81 213.99 0.73Reach-1 8900 2000 cfs 2000.00 478.59 486.25 486.25 487.31 0.005563 9.76 411.54 237.06 0.72
Reach-1 8850 50 cfs 50.00 477.95 479.80 479.26 479.94 0.004223 3.02 16.54 13.72 0.49Reach-1 8850 100 cfs 100.00 477.95 480.43 479.77 480.66 0.004670 3.84 26.01 16.02 0.53Reach-1 8850 200 cfs 200.00 477.95 481.31 480.51 481.67 0.005084 4.82 41.52 19.21 0.58Reach-1 8850 300 cfs 300.00 477.95 481.96 481.09 482.43 0.005393 5.49 54.60 21.53 0.61Reach-1 8850 400 cfs 400.00 477.95 482.48 481.56 483.04 0.005637 6.03 66.35 23.42 0.63Reach-1 8850 500 cfs 500.00 477.95 482.93 481.98 483.58 0.005821 6.47 77.27 25.05 0.65Reach-1 8850 600 cfs 600.00 477.95 483.17 482.37 483.97 0.006810 7.19 83.43 25.93 0.71Reach-1 8850 800 cfs 800.00 477.95 483.47 483.03 484.66 0.009497 8.77 91.26 27.00 0.84Reach-1 8850 1000 cfs 1000.00 477.95 483.72 483.60 485.33 0.012217 10.20 98.07 27.90 0.96Reach-1 8850 1200 cfs 1200.00 477.95 484.12 484.12 485.98 0.013058 10.96 109.53 79.37 1.00Reach-1 8850 1400 cfs 1400.00 477.95 485.15 485.15 486.18 0.006099 8.70 244.17 178.15 0.71Reach-1 8850 1600 cfs 1600.00 477.95 485.44 485.44 486.45 0.005816 8.85 299.77 203.45 0.70Reach-1 8850 1800 cfs 1800.00 477.95 485.70 485.70 486.69 0.005584 8.96 355.13 225.84 0.69Reach-1 8850 2000 cfs 2000.00 477.95 486.03 486.03 486.90 0.004840 8.69 434.05 250.00 0.65
Reach-1 8800 50 cfs 50.00 477.73 479.46 479.15 479.67 0.007485 3.69 13.56 12.89 0.63Reach-1 8800 100 cfs 100.00 477.73 480.04 479.66 480.37 0.007856 4.61 21.68 15.08 0.68Reach-1 8800 200 cfs 200.00 477.73 480.87 480.40 481.37 0.007947 5.64 35.49 18.20 0.71Reach-1 8800 300 cfs 300.00 477.73 481.46 480.97 482.10 0.008384 6.42 46.75 20.40 0.75Reach-1 8800 400 cfs 400.00 477.73 481.92 481.45 482.69 0.008879 7.08 56.51 22.13 0.78Reach-1 8800 500 cfs 500.00 477.73 482.30 481.87 483.21 0.009328 7.65 65.39 38.14 0.81Reach-1 8800 600 cfs 600.00 477.73 482.73 482.25 483.62 0.008282 7.68 92.04 70.23 0.77Reach-1 8800 800 cfs 800.00 477.73 483.20 483.20 484.17 0.008464 8.30 127.45 81.45 0.80Reach-1 8800 1000 cfs 1000.00 477.73 483.97 483.60 484.68 0.005670 7.48 197.21 99.94 0.67Reach-1 8800 1200 cfs 1200.00 477.73 484.68 483.93 485.26 0.004231 6.96 277.26 133.25 0.59Reach-1 8800 1400 cfs 1400.00 477.73 484.23 484.23 485.33 0.008536 9.44 223.91 106.17 0.83
1
Page 151
HEC-RAS Plan: PR RatingQ River: RIVER-1 Reach: Reach-1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 8800 1600 cfs 1600.00 477.73 484.33 484.33 485.65 0.010082 10.37 234.84 108.62 0.90Reach-1 8800 1800 cfs 1800.00 477.73 484.64 484.64 485.98 0.009851 10.58 271.98 130.43 0.90Reach-1 8800 2000 cfs 2000.00 477.73 485.07 484.93 486.26 0.008188 10.17 336.69 171.00 0.83
Reach-1 8750 50 cfs 50.00 477.52 479.00 478.75 479.22 0.008280 3.72 13.43 13.54 0.66Reach-1 8750 100 cfs 100.00 477.52 479.60 479.22 479.92 0.007638 4.56 21.94 15.00 0.66Reach-1 8750 200 cfs 200.00 477.52 480.36 479.95 480.87 0.008964 5.76 34.74 18.81 0.75Reach-1 8750 300 cfs 300.00 477.52 480.88 480.53 481.56 0.009987 6.62 45.31 21.57 0.81Reach-1 8750 400 cfs 400.00 477.52 481.35 481.01 482.14 0.010148 7.15 55.96 24.04 0.83Reach-1 8750 500 cfs 500.00 477.52 481.75 481.41 482.64 0.010273 7.59 65.91 63.69 0.84Reach-1 8750 600 cfs 600.00 477.52 482.08 481.76 483.08 0.010229 8.00 75.06 105.33 0.85Reach-1 8750 800 cfs 800.00 477.52 483.42 482.36 483.68 0.002387 4.80 294.43 172.51 0.43Reach-1 8750 1000 cfs 1000.00 477.52 484.20 482.89 484.36 0.001475 4.15 433.82 186.96 0.35Reach-1 8750 1200 cfs 1200.00 477.52 484.88 483.22 485.01 0.001021 3.79 564.80 196.43 0.30Reach-1 8750 1400 cfs 1400.00 477.52 483.54 483.41 484.21 0.006308 7.92 314.11 174.87 0.71Reach-1 8750 1600 cfs 1600.00 477.52 484.21 483.58 484.63 0.003706 6.58 436.84 186.99 0.55Reach-1 8750 1800 cfs 1800.00 477.52 484.84 483.74 485.14 0.002386 5.77 557.23 195.88 0.45Reach-1 8750 2000 cfs 2000.00 477.52 485.57 483.89 485.79 0.001523 5.05 704.72 207.22 0.37
Reach-1 8700 50 cfs 50.00 476.72 478.51 478.21 478.74 0.008350 3.84 13.03 12.41 0.66Reach-1 8700 100 cfs 100.00 476.72 479.03 478.76 479.40 0.010753 4.93 20.29 15.95 0.77Reach-1 8700 200 cfs 200.00 476.72 479.78 479.51 480.31 0.011027 5.84 34.27 21.18 0.81Reach-1 8700 300 cfs 300.00 476.72 480.37 480.02 480.99 0.009468 6.30 47.60 23.05 0.77Reach-1 8700 400 cfs 400.00 476.72 480.89 480.42 481.59 0.008509 6.69 59.76 24.06 0.75Reach-1 8700 500 cfs 500.00 476.72 481.25 480.78 482.08 0.008821 7.29 68.63 24.77 0.77Reach-1 8700 600 cfs 600.00 476.72 481.53 481.10 482.51 0.009573 7.94 75.56 86.82 0.81Reach-1 8700 800 cfs 800.00 476.72 481.70 481.70 483.26 0.014476 10.02 79.85 129.95 1.00Reach-1 8700 1000 cfs 1000.00 476.72 482.23 482.23 484.00 0.014137 10.65 93.86 189.02 1.00Reach-1 8700 1200 cfs 1200.00 476.72 482.72 482.72 484.67 0.013903 11.20 107.11 246.22 1.00Reach-1 8700 1400 cfs 1400.00 476.72 483.58 483.27 483.84 0.002680 5.53 547.24 319.37 0.45Reach-1 8700 1600 cfs 1600.00 476.72 484.27 483.45 484.41 0.001415 4.40 768.61 323.86 0.33Reach-1 8700 1800 cfs 1800.00 476.72 484.89 483.47 484.99 0.000919 3.82 972.11 327.93 0.27Reach-1 8700 2000 cfs 2000.00 476.72 485.62 483.48 485.69 0.000591 3.30 1211.24 330.00 0.22
Reach-1 8650 50 cfs 50.00 476.93 478.22 477.87 478.35 0.005166 2.85 17.52 18.59 0.52Reach-1 8650 100 cfs 100.00 476.93 478.74 478.24 478.95 0.005156 3.63 27.55 19.93 0.54Reach-1 8650 200 cfs 200.00 476.93 479.50 478.82 479.83 0.005294 4.60 43.45 21.87 0.58Reach-1 8650 300 cfs 300.00 476.93 480.12 479.30 480.55 0.005268 5.22 57.46 23.46 0.59Reach-1 8650 400 cfs 400.00 476.93 480.66 479.71 481.16 0.005222 5.68 70.41 36.57 0.59Reach-1 8650 500 cfs 500.00 476.93 481.22 480.09 481.64 0.003822 5.46 129.51 129.41 0.52Reach-1 8650 600 cfs 600.00 476.93 481.75 480.43 482.05 0.002553 4.92 203.93 149.88 0.44Reach-1 8650 800 cfs 800.00 476.93 481.50 481.49 482.25 0.006461 7.49 167.68 140.28 0.69Reach-1 8650 1000 cfs 1000.00 476.93 482.02 481.80 482.62 0.004917 7.14 246.17 160.34 0.62Reach-1 8650 1200 cfs 1200.00 476.93 482.69 482.05 483.10 0.003144 6.30 361.57 185.95 0.50Reach-1 8650 1400 cfs 1400.00 476.93 483.43 482.27 483.71 0.001989 5.51 516.35 231.59 0.41Reach-1 8650 1600 cfs 1600.00 476.93 484.13 482.47 484.33 0.001357 4.92 696.94 283.44 0.35Reach-1 8650 1800 cfs 1800.00 476.93 484.80 482.65 484.94 0.000910 4.31 890.68 290.00 0.29Reach-1 8650 2000 cfs 2000.00 476.93 485.55 482.77 485.65 0.000600 3.75 1110.52 290.00 0.24
Reach-1 8600 50 cfs 50.00 476.76 477.57 477.53 477.87 0.018152 4.39 11.40 16.28 0.92Reach-1 8600 100 cfs 100.00 476.76 477.93 477.93 478.44 0.019240 5.75 17.40 17.00 1.00Reach-1 8600 200 cfs 200.00 476.76 478.55 478.55 479.32 0.017381 7.08 28.27 18.22 1.00Reach-1 8600 300 cfs 300.00 476.76 479.05 479.05 480.03 0.016571 7.97 37.65 21.00 1.00Reach-1 8600 400 cfs 400.00 476.76 479.49 479.49 480.65 0.016018 8.64 46.30 33.65 1.00Reach-1 8600 500 cfs 500.00 476.76 479.89 479.89 481.19 0.015513 9.16 54.56 45.24 1.00Reach-1 8600 600 cfs 600.00 476.76 480.34 480.34 481.69 0.013624 9.31 66.24 70.82 0.95Reach-1 8600 800 cfs 800.00 476.76 481.01 481.01 481.86 0.008474 8.15 145.34 86.01 0.77Reach-1 8600 1000 cfs 1000.00 476.76 481.33 481.33 482.25 0.008900 8.73 173.09 87.90 0.80Reach-1 8600 1200 cfs 1200.00 476.76 482.43 481.59 482.91 0.003823 6.70 288.90 124.53 0.54Reach-1 8600 1400 cfs 1400.00 476.76 483.23 481.83 483.59 0.002465 5.98 396.61 143.80 0.45Reach-1 8600 1600 cfs 1600.00 476.76 483.96 482.08 484.24 0.001747 5.47 504.14 149.00 0.39Reach-1 8600 1800 cfs 1800.00 476.76 484.63 482.31 484.87 0.001343 5.13 604.55 149.00 0.34Reach-1 8600 2000 cfs 2000.00 476.76 485.41 482.53 485.60 0.001009 4.77 719.68 149.00 0.30
Reach-1 8522 50 cfs 50.00 476.00 476.72 476.65 476.90 0.008073 3.47 14.40 26.33 0.83Reach-1 8522 100 cfs 100.00 476.00 477.04 476.93 477.33 0.007196 4.39 22.80 26.34 0.83Reach-1 8522 200 cfs 200.00 476.00 477.61 477.38 478.04 0.005583 5.28 37.90 26.34 0.78Reach-1 8522 300 cfs 300.00 476.00 478.21 477.76 478.69 0.004167 5.60 53.61 26.35 0.69Reach-1 8522 400 cfs 400.00 476.00 478.71 478.09 479.27 0.003618 5.97 66.99 28.57 0.66Reach-1 8522 500 cfs 500.00 476.00 478.98 478.41 479.69 0.004051 6.75 74.03 31.36 0.71Reach-1 8522 600 cfs 600.00 476.00 479.36 478.70 480.15 0.003843 7.15 83.90 35.26 0.71
2
Page 152
HEC-RAS Plan: PR RatingQ River: RIVER-1 Reach: Reach-1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 8522 800 cfs 800.00 476.00 480.02 479.24 480.98 0.003644 7.90 101.32 42.14 0.71Reach-1 8522 1000 cfs 1000.00 476.00 480.60 479.72 481.74 0.003566 8.58 116.58 48.18 0.72Reach-1 8522 1200 cfs 1200.00 476.00 480.70 480.18 482.27 0.004742 10.05 119.40 49.30 0.83Reach-1 8522 1400 cfs 1400.00 476.00 481.07 480.61 482.90 0.004963 10.84 129.19 57.37 0.86Reach-1 8522 1600 cfs 1600.00 476.00 481.57 481.04 483.53 0.004698 11.24 142.30 69.43 0.85Reach-1 8522 1800 cfs 1800.00 476.00 482.00 481.42 484.13 0.004606 11.72 153.62 79.85 0.86Reach-1 8522 2000 cfs 2000.00 476.00 483.16 481.81 484.99 0.003107 10.86 184.16 107.96 0.72
Reach-1 8493 Bridge
Reach-1 8471 50 cfs 50.00 475.60 476.21 476.21 476.45 0.023684 3.94 12.68 26.33 1.00Reach-1 8471 100 cfs 100.00 475.60 476.49 476.49 476.87 0.020735 4.96 20.17 26.33 1.00Reach-1 8471 200 cfs 200.00 475.60 477.35 476.94 477.69 0.007275 4.66 42.88 26.34 0.64Reach-1 8471 300 cfs 300.00 475.60 478.04 477.32 478.41 0.005415 4.93 60.86 26.35 0.57Reach-1 8471 400 cfs 400.00 475.60 478.57 477.65 479.01 0.005016 5.34 74.89 26.89 0.56Reach-1 8471 500 cfs 500.00 475.60 478.79 477.96 479.38 0.006115 6.20 80.68 28.61 0.62Reach-1 8471 600 cfs 600.00 475.60 479.16 478.25 479.85 0.005984 6.62 90.60 31.55 0.63Reach-1 8471 800 cfs 800.00 475.60 479.82 478.78 480.67 0.005956 7.42 107.81 36.67 0.65Reach-1 8471 1000 cfs 1000.00 475.60 480.38 479.28 481.41 0.006044 8.15 122.72 41.10 0.67Reach-1 8471 1200 cfs 1200.00 475.60 480.25 479.74 481.82 0.009584 10.07 119.22 40.06 0.83Reach-1 8471 1400 cfs 1400.00 475.60 480.38 480.17 482.40 0.011880 11.42 122.61 41.07 0.93Reach-1 8471 1600 cfs 1600.00 475.60 480.59 480.59 483.01 0.013413 12.49 128.09 42.70 1.00Reach-1 8471 1800 cfs 1800.00 475.60 480.99 480.99 483.61 0.013041 12.98 138.64 47.27 1.00Reach-1 8471 2000 cfs 2000.00 475.60 481.34 481.34 484.18 0.012984 13.52 147.88 52.34 1.01
Reach-1 8400 50 cfs 50.00 473.39 475.71 474.72 475.76 0.001124 1.80 27.85 18.81 0.26Reach-1 8400 100 cfs 100.00 473.39 476.31 475.13 476.41 0.001577 2.52 39.72 20.54 0.32Reach-1 8400 200 cfs 200.00 473.39 477.18 475.75 477.36 0.002046 3.41 58.66 23.03 0.38Reach-1 8400 300 cfs 300.00 473.39 477.86 476.25 478.11 0.002303 4.01 74.89 68.29 0.41Reach-1 8400 400 cfs 400.00 473.39 478.39 476.69 478.70 0.002529 4.53 88.62 89.09 0.43Reach-1 8400 500 cfs 500.00 473.39 478.54 477.07 478.99 0.003437 5.40 93.26 96.30 0.51Reach-1 8400 600 cfs 600.00 473.39 478.92 477.42 479.44 0.003586 5.83 105.93 113.93 0.53Reach-1 8400 800 cfs 800.00 473.39 479.62 478.06 480.23 0.003583 6.36 146.78 165.71 0.54Reach-1 8400 1000 cfs 1000.00 473.39 480.30 478.63 480.90 0.003209 6.48 196.00 171.04 0.52Reach-1 8400 1200 cfs 1200.00 473.39 479.17 479.17 481.00 0.011742 10.90 115.65 127.51 0.96Reach-1 8400 1400 cfs 1400.00 473.39 479.97 479.97 481.43 0.008182 9.99 171.95 168.47 0.82Reach-1 8400 1600 cfs 1600.00 473.39 480.32 480.32 481.83 0.008069 10.29 197.72 171.23 0.82Reach-1 8400 1800 cfs 1800.00 473.39 480.65 480.65 482.19 0.007931 10.54 222.57 173.64 0.82Reach-1 8400 2000 cfs 2000.00 473.39 480.91 480.91 482.52 0.008071 10.89 242.44 174.56 0.83
Reach-1 8350 50 cfs 50.00 474.19 475.55 475.09 475.66 0.003687 2.59 19.31 18.49 0.45Reach-1 8350 100 cfs 100.00 474.19 476.11 475.47 476.28 0.003864 3.33 30.01 20.07 0.48Reach-1 8350 200 cfs 200.00 474.19 476.93 476.07 477.21 0.003990 4.21 47.50 22.50 0.51Reach-1 8350 300 cfs 300.00 474.19 477.59 476.55 477.94 0.004097 4.73 63.42 86.46 0.53Reach-1 8350 400 cfs 400.00 474.19 478.11 476.96 478.52 0.004268 5.18 77.29 132.18 0.55Reach-1 8350 500 cfs 500.00 474.19 477.34 477.34 478.53 0.015180 8.77 57.02 63.78 1.01Reach-1 8350 600 cfs 600.00 474.19 477.70 477.70 478.97 0.014565 9.06 66.25 96.12 1.00Reach-1 8350 800 cfs 800.00 474.19 478.31 478.31 479.75 0.013889 9.61 83.24 181.69 1.00Reach-1 8350 1000 cfs 1000.00 474.19 478.85 478.85 480.42 0.012875 10.06 100.64 200.16 0.98Reach-1 8350 1200 cfs 1200.00 474.19 479.25 479.25 479.48 0.003103 4.93 368.38 238.84 0.48Reach-1 8350 1400 cfs 1400.00 474.19 479.25 479.25 479.56 0.004223 5.75 368.37 238.84 0.57Reach-1 8350 1600 cfs 1600.00 474.19 479.25 479.25 479.66 0.005516 6.57 368.37 238.84 0.65Reach-1 8350 1800 cfs 1800.00 474.19 479.26 479.26 479.77 0.006893 7.35 370.16 239.10 0.72Reach-1 8350 2000 cfs 2000.00 474.19 479.26 479.26 479.89 0.008510 8.17 370.16 239.10 0.80
Reach-1 8300 50 cfs 50.00 473.79 474.89 474.89 475.24 0.020795 4.76 10.51 14.97 1.00Reach-1 8300 100 cfs 100.00 473.79 475.32 475.32 475.85 0.018279 5.82 17.18 16.17 1.00Reach-1 8300 200 cfs 200.00 473.79 475.96 475.96 476.75 0.016644 7.10 28.16 29.50 1.00Reach-1 8300 300 cfs 300.00 473.79 476.48 476.48 477.46 0.015679 7.91 37.92 96.39 1.00Reach-1 8300 400 cfs 400.00 473.79 477.04 477.04 478.04 0.015636 8.01 49.92 149.89 1.00Reach-1 8300 500 cfs 500.00 473.79 477.55 477.55 477.67 0.003132 3.61 230.44 276.62 0.45Reach-1 8300 600 cfs 600.00 473.79 477.55 477.55 477.72 0.004511 4.34 230.43 276.62 0.54Reach-1 8300 800 cfs 800.00 473.79 477.69 477.56 477.89 0.005115 4.81 270.32 279.01 0.58Reach-1 8300 1000 cfs 1000.00 473.79 477.87 477.64 478.08 0.004881 4.92 320.25 281.97 0.58Reach-1 8300 1200 cfs 1200.00 473.79 478.02 477.73 478.24 0.004838 5.09 363.13 284.48 0.58Reach-1 8300 1400 cfs 1400.00 473.79 478.18 477.82 478.40 0.004682 5.18 406.72 287.02 0.57Reach-1 8300 1600 cfs 1600.00 473.79 478.32 477.91 478.56 0.004544 5.27 448.51 289.43 0.57Reach-1 8300 1800 cfs 1800.00 473.79 478.65 477.99 478.85 0.003150 4.69 545.94 294.97 0.48Reach-1 8300 2000 cfs 2000.00 473.79 478.56 478.06 478.82 0.004583 5.56 517.53 293.36 0.58
Reach-1 8250 50 cfs 50.00 472.74 474.56 474.65 0.002747 2.48 20.19 16.49 0.39
3
Page 153
HEC-RAS Plan: PR RatingQ River: RIVER-1 Reach: Reach-1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 8250 100 cfs 100.00 472.74 475.08 475.26 0.003685 3.43 29.15 17.93 0.47Reach-1 8250 200 cfs 200.00 472.74 475.76 476.10 0.005291 4.71 42.46 21.18 0.59Reach-1 8250 300 cfs 300.00 472.74 476.15 475.55 476.68 0.007186 5.85 53.63 58.13 0.69Reach-1 8250 400 cfs 400.00 472.74 476.57 476.57 477.02 0.006048 5.71 98.36 142.30 0.65Reach-1 8250 500 cfs 500.00 472.74 476.91 476.78 477.22 0.004533 5.18 152.30 177.81 0.56Reach-1 8250 600 cfs 600.00 472.74 477.09 476.91 477.43 0.004929 5.53 186.76 262.78 0.59Reach-1 8250 800 cfs 800.00 472.74 477.45 477.67 0.003648 4.96 290.42 306.42 0.51Reach-1 8250 1000 cfs 1000.00 472.74 477.67 477.87 0.003393 4.91 360.06 322.19 0.50Reach-1 8250 1200 cfs 1200.00 472.74 477.82 478.03 0.003504 5.08 410.78 333.21 0.51Reach-1 8250 1400 cfs 1400.00 472.74 478.00 478.20 0.003320 5.04 469.52 339.43 0.50Reach-1 8250 1600 cfs 1600.00 472.74 478.16 478.36 0.003132 4.98 525.50 340.72 0.49Reach-1 8250 1800 cfs 1800.00 472.74 478.57 478.71 0.001954 4.12 665.48 346.41 0.39Reach-1 8250 2000 cfs 2000.00 472.74 478.41 478.62 0.003142 5.12 610.01 343.32 0.49
Reach-1 8200 50 cfs 50.00 472.39 474.49 474.55 0.001390 1.97 25.34 17.19 0.29Reach-1 8200 100 cfs 100.00 472.39 474.96 475.10 0.002366 2.95 33.87 18.48 0.38Reach-1 8200 200 cfs 200.00 472.39 475.56 475.82 0.005184 4.08 48.97 30.00 0.56Reach-1 8200 300 cfs 300.00 472.39 475.90 476.30 0.006416 5.05 59.44 30.94 0.64Reach-1 8200 400 cfs 400.00 472.39 476.31 475.69 476.70 0.005479 5.17 95.39 116.51 0.61Reach-1 8200 500 cfs 500.00 472.39 476.37 476.36 476.91 0.007520 6.14 103.11 121.54 0.71Reach-1 8200 600 cfs 600.00 472.39 476.57 476.57 477.10 0.007302 6.31 128.55 136.80 0.71Reach-1 8200 800 cfs 800.00 472.39 477.02 477.02 477.43 0.005433 5.93 217.26 242.63 0.62Reach-1 8200 1000 cfs 1000.00 472.39 477.15 477.15 477.61 0.006292 6.53 248.80 245.56 0.67Reach-1 8200 1200 cfs 1200.00 472.39 477.48 477.81 0.004490 5.84 331.66 258.99 0.58Reach-1 8200 1400 cfs 1400.00 472.39 477.64 477.98 0.004565 6.05 373.25 264.29 0.59Reach-1 8200 1600 cfs 1600.00 472.39 477.82 478.15 0.004245 6.01 421.53 264.61 0.57Reach-1 8200 1800 cfs 1800.00 472.39 478.40 478.59 0.002160 4.66 574.77 265.62 0.41Reach-1 8200 2000 cfs 2000.00 472.39 478.00 478.39 0.004856 6.61 469.78 264.93 0.61
Reach-1 8150 50 cfs 50.00 472.99 474.37 473.85 474.45 0.002987 2.20 22.75 24.02 0.40Reach-1 8150 100 cfs 100.00 472.99 474.82 474.22 474.95 0.003702 2.90 34.44 28.00 0.46Reach-1 8150 200 cfs 200.00 472.99 475.30 474.75 475.56 0.005265 4.09 50.16 41.05 0.57Reach-1 8150 300 cfs 300.00 472.99 475.44 475.16 475.91 0.008866 5.59 55.88 41.71 0.75Reach-1 8150 400 cfs 400.00 472.99 475.62 475.53 476.29 0.011021 6.64 63.64 44.58 0.85Reach-1 8150 500 cfs 500.00 472.99 476.18 476.18 476.55 0.005209 5.40 139.56 219.55 0.61Reach-1 8150 600 cfs 600.00 472.99 476.39 476.31 476.70 0.004252 5.16 188.43 230.21 0.56Reach-1 8150 800 cfs 800.00 472.99 476.91 476.50 477.09 0.002354 4.33 326.67 298.05 0.43Reach-1 8150 1000 cfs 1000.00 472.99 477.12 476.70 477.30 0.002405 4.56 390.33 316.96 0.44Reach-1 8150 1200 cfs 1200.00 472.99 477.47 476.83 477.61 0.001827 4.24 505.57 348.53 0.39Reach-1 8150 1400 cfs 1400.00 472.99 477.63 476.96 477.78 0.001865 4.41 561.26 352.91 0.39Reach-1 8150 1600 cfs 1600.00 472.99 477.81 477.06 477.96 0.001794 4.45 624.78 354.99 0.39Reach-1 8150 1800 cfs 1800.00 472.99 478.39 477.16 478.49 0.000951 3.55 835.38 360.04 0.29Reach-1 8150 2000 cfs 2000.00 472.99 477.98 477.26 478.17 0.002105 4.96 688.20 356.51 0.42
Reach-1 8100 50 cfs 50.00 472.80 473.81 473.81 474.10 0.022144 4.38 11.42 19.58 1.01Reach-1 8100 100 cfs 100.00 472.80 474.18 474.18 474.56 0.020538 4.95 20.21 27.19 1.01Reach-1 8100 200 cfs 200.00 472.80 474.84 474.65 475.19 0.010502 4.71 43.65 63.71 0.78Reach-1 8100 300 cfs 300.00 472.80 475.42 475.56 0.003331 3.43 133.00 207.83 0.46Reach-1 8100 400 cfs 400.00 472.80 475.88 475.95 0.001436 2.62 234.41 227.60 0.32Reach-1 8100 500 cfs 500.00 472.80 476.24 476.29 0.000973 2.37 318.34 242.75 0.27Reach-1 8100 600 cfs 600.00 472.80 476.49 476.54 0.000852 2.35 380.41 253.37 0.25Reach-1 8100 800 cfs 800.00 472.80 476.94 476.99 0.000683 2.31 498.48 263.03 0.23Reach-1 8100 1000 cfs 1000.00 472.80 477.14 477.20 0.000792 2.57 550.71 264.92 0.25Reach-1 8100 1200 cfs 1200.00 472.80 477.47 477.53 0.000714 2.60 639.15 274.03 0.24Reach-1 8100 1400 cfs 1400.00 472.80 477.62 477.70 0.000799 2.83 680.93 279.39 0.26Reach-1 8100 1600 cfs 1600.00 472.80 477.79 477.88 0.000846 3.00 729.39 285.56 0.27Reach-1 8100 1800 cfs 1800.00 472.80 478.38 478.45 0.000568 2.69 901.17 301.72 0.22Reach-1 8100 2000 cfs 2000.00 472.80 477.96 478.08 0.001090 3.50 777.43 291.56 0.31
Reach-1 8033 50 cfs 50.00 471.75 473.15 473.28 0.003897 2.92 17.93 18.07 0.47Reach-1 8033 100 cfs 100.00 471.75 473.70 473.91 0.003955 3.80 29.40 24.32 0.51Reach-1 8033 200 cfs 200.00 471.75 474.51 474.79 0.003463 4.58 53.59 35.46 0.51Reach-1 8033 300 cfs 300.00 471.75 474.84 475.26 0.004680 5.77 65.78 39.91 0.60Reach-1 8033 400 cfs 400.00 471.75 475.12 474.76 475.72 0.006012 6.96 78.63 55.65 0.69Reach-1 8033 500 cfs 500.00 471.75 475.45 474.89 476.10 0.005963 7.41 101.53 81.39 0.70Reach-1 8033 600 cfs 600.00 471.75 475.85 475.67 476.38 0.004687 7.06 139.78 111.89 0.63Reach-1 8033 800 cfs 800.00 471.75 476.77 476.92 0.001424 4.49 355.29 261.94 0.36Reach-1 8033 1000 cfs 1000.00 471.75 476.96 477.12 0.001555 4.81 404.41 264.84 0.38Reach-1 8033 1200 cfs 1200.00 471.75 477.34 477.47 0.001177 4.39 505.93 270.73 0.33Reach-1 8033 1400 cfs 1400.00 471.75 477.47 477.62 0.001299 4.69 543.45 272.88 0.35Reach-1 8033 1600 cfs 1600.00 471.75 477.64 477.80 0.001333 4.85 589.70 275.50 0.36
4
Page 154
HEC-RAS Plan: PR RatingQ River: RIVER-1 Reach: Reach-1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 8033 1800 cfs 1800.00 471.75 478.29 478.40 0.000750 3.91 774.12 291.25 0.27Reach-1 8033 2000 cfs 2000.00 471.75 477.76 477.97 0.001785 5.69 621.21 277.93 0.42
Reach-1 7936 50 cfs 50.00 471.02 472.44 472.25 472.69 0.010417 3.99 12.56 14.12 0.74Reach-1 7936 100 cfs 100.00 471.02 472.97 472.72 473.35 0.008819 4.95 21.00 18.87 0.73Reach-1 7936 200 cfs 200.00 471.02 473.72 473.45 474.28 0.007764 6.17 38.98 47.68 0.74Reach-1 7936 300 cfs 300.00 471.02 474.25 474.16 474.75 0.005926 6.23 65.67 53.04 0.67Reach-1 7936 400 cfs 400.00 471.02 474.76 474.44 475.17 0.004382 6.00 93.54 58.11 0.59Reach-1 7936 500 cfs 500.00 471.02 475.20 474.67 475.58 0.003525 5.87 120.50 62.63 0.54Reach-1 7936 600 cfs 600.00 471.02 475.61 474.89 475.97 0.002974 5.79 147.13 66.79 0.51Reach-1 7936 800 cfs 800.00 471.02 476.40 475.25 476.72 0.002586 6.07 278.33 267.02 0.49Reach-1 7936 1000 cfs 1000.00 471.02 476.60 475.57 476.91 0.002648 6.31 331.64 270.68 0.49Reach-1 7936 1200 cfs 1200.00 471.02 477.19 475.86 477.34 0.001318 4.79 496.08 299.10 0.36Reach-1 7936 1400 cfs 1400.00 471.02 477.30 475.97 477.48 0.001534 5.24 532.78 304.24 0.38Reach-1 7936 1600 cfs 1600.00 471.02 477.47 475.97 477.66 0.001542 5.36 585.67 310.29 0.39Reach-1 7936 1800 cfs 1800.00 471.02 478.23 475.97 478.33 0.000720 3.96 826.15 322.00 0.27Reach-1 7936 2000 cfs 2000.00 471.02 477.48 476.99 477.77 0.002392 6.67 587.29 310.48 0.48
Reach-1 7819 50 cfs 50.00 469.98 471.23 471.04 471.47 0.010386 3.93 12.74 14.16 0.73Reach-1 7819 100 cfs 100.00 469.98 471.62 471.51 472.07 0.013550 5.40 18.53 15.39 0.87Reach-1 7819 200 cfs 200.00 469.98 472.18 472.18 473.00 0.015672 7.28 27.75 18.69 0.98Reach-1 7819 300 cfs 300.00 469.98 472.77 472.77 473.73 0.012508 7.93 40.77 24.69 0.92Reach-1 7819 400 cfs 400.00 469.98 473.23 473.23 474.32 0.011523 8.59 52.68 27.71 0.91Reach-1 7819 500 cfs 500.00 469.98 473.63 473.63 474.83 0.010776 9.10 64.46 30.41 0.90Reach-1 7819 600 cfs 600.00 469.98 473.99 473.99 475.28 0.010319 9.56 75.76 32.79 0.90Reach-1 7819 800 cfs 800.00 469.98 474.62 474.62 476.08 0.009727 10.35 97.55 181.87 0.90Reach-1 7819 1000 cfs 1000.00 469.98 476.70 475.16 476.74 0.000344 2.55 754.03 364.18 0.18Reach-1 7819 1200 cfs 1200.00 469.98 477.21 475.32 477.25 0.000261 2.34 946.88 386.74 0.16Reach-1 7819 1400 cfs 1400.00 469.98 477.33 475.60 477.37 0.000312 2.59 991.22 390.82 0.17Reach-1 7819 1600 cfs 1600.00 469.98 477.50 475.63 477.54 0.000338 2.74 1057.21 395.85 0.18Reach-1 7819 1800 cfs 1800.00 469.98 478.23 475.75 478.26 0.000204 2.28 1356.01 411.00 0.14Reach-1 7819 2000 cfs 2000.00 469.98 477.51 475.85 477.59 0.000517 3.40 1065.11 396.45 0.23
Reach-1 7722 50 cfs 50.00 469.28 470.74 470.22 470.82 0.004079 2.39 21.19 25.63 0.45Reach-1 7722 100 cfs 100.00 469.28 471.17 470.68 471.32 0.004125 3.07 33.24 28.22 0.49Reach-1 7722 200 cfs 200.00 469.28 471.80 471.16 472.04 0.004128 4.03 51.21 29.51 0.52Reach-1 7722 300 cfs 300.00 469.28 472.30 471.53 472.64 0.004086 4.71 66.57 32.61 0.54Reach-1 7722 400 cfs 400.00 469.28 472.76 471.86 473.16 0.003907 5.18 82.63 36.33 0.54Reach-1 7722 500 cfs 500.00 469.28 473.53 472.14 473.89 0.002593 4.96 112.11 40.35 0.46Reach-1 7722 600 cfs 600.00 469.28 473.87 472.48 474.29 0.002698 5.37 126.08 76.28 0.48Reach-1 7722 800 cfs 800.00 469.28 474.76 473.00 475.21 0.002276 5.66 165.69 361.96 0.45Reach-1 7722 1000 cfs 1000.00 469.28 476.70 473.47 476.72 0.000095 1.45 1193.68 440.49 0.10Reach-1 7722 1200 cfs 1200.00 469.28 477.21 473.89 477.23 0.000082 1.42 1423.16 460.68 0.09Reach-1 7722 1400 cfs 1400.00 469.28 477.33 474.28 477.35 0.000101 1.58 1476.07 467.14 0.10Reach-1 7722 1600 cfs 1600.00 469.28 477.50 474.66 477.52 0.000114 1.71 1554.98 474.50 0.11Reach-1 7722 1800 cfs 1800.00 469.28 478.23 475.01 478.25 0.000078 1.50 1914.64 496.00 0.09Reach-1 7722 2000 cfs 2000.00 469.28 477.52 475.23 477.55 0.000174 2.12 1564.66 475.40 0.14
Reach-1 7600 50 cfs 50.00 468.75 469.54 469.54 469.84 0.021473 4.40 11.37 18.82 1.00Reach-1 7600 100 cfs 100.00 468.75 469.89 469.89 470.36 0.019107 5.45 18.36 19.93 1.00Reach-1 7600 200 cfs 200.00 468.75 470.53 470.45 471.16 0.013937 6.36 31.50 21.29 0.91Reach-1 7600 300 cfs 300.00 468.75 471.10 470.89 471.83 0.010731 6.89 44.10 23.29 0.85Reach-1 7600 400 cfs 400.00 468.75 471.59 471.30 472.42 0.009222 7.36 55.96 25.09 0.81Reach-1 7600 500 cfs 500.00 468.75 473.10 471.68 473.55 0.002819 5.55 97.92 30.61 0.48Reach-1 7600 600 cfs 600.00 468.75 473.34 472.02 473.91 0.003289 6.23 105.47 31.50 0.53Reach-1 7600 800 cfs 800.00 468.75 474.25 472.62 474.88 0.002903 6.65 135.54 34.82 0.51Reach-1 7600 1000 cfs 1000.00 468.75 476.49 473.18 476.67 0.000714 4.18 397.77 201.24 0.27Reach-1 7600 1200 cfs 1200.00 468.75 477.04 473.68 477.19 0.000592 4.00 512.03 212.54 0.25Reach-1 7600 1400 cfs 1400.00 468.75 477.10 474.13 477.30 0.000757 4.54 525.94 213.88 0.28Reach-1 7600 1600 cfs 1600.00 468.75 477.24 474.58 477.47 0.000872 4.93 554.76 216.62 0.30Reach-1 7600 1800 cfs 1800.00 468.75 478.07 474.98 478.22 0.000536 4.12 742.33 232.32 0.24Reach-1 7600 2000 cfs 2000.00 468.75 477.02 475.37 477.46 0.001671 6.70 508.52 212.20 0.42
Reach-1 7500 50 cfs 50.00 467.55 468.94 468.44 469.05 0.001803 2.66 18.96 18.24 0.45Reach-1 7500 100 cfs 100.00 467.55 469.47 468.86 469.66 0.001907 3.55 29.46 21.06 0.49Reach-1 7500 200 cfs 200.00 467.55 470.27 469.46 470.60 0.001950 4.68 47.96 25.25 0.53Reach-1 7500 300 cfs 300.00 467.55 470.82 469.97 471.29 0.002148 5.63 62.72 28.15 0.57Reach-1 7500 400 cfs 400.00 467.55 471.31 470.42 471.90 0.002230 6.35 76.90 29.68 0.60Reach-1 7500 500 cfs 500.00 467.55 473.00 470.83 473.36 0.000850 5.10 130.89 272.39 0.40Reach-1 7500 600 cfs 600.00 467.55 473.21 471.20 473.69 0.001058 5.85 138.28 335.95 0.44Reach-1 7500 800 cfs 800.00 467.55 474.10 471.81 474.69 0.001090 6.57 170.21 464.83 0.46
5
Page 155
HEC-RAS Plan: PR RatingQ River: RIVER-1 Reach: Reach-1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 7500 1000 cfs 1000.00 467.55 476.03 472.40 476.52 0.000646 6.05 247.20 672.83 0.37Reach-1 7500 1200 cfs 1200.00 467.55 476.34 472.93 476.98 0.000815 6.96 260.25 698.58 0.42Reach-1 7500 1400 cfs 1400.00 467.55 476.03 473.42 476.98 0.001270 8.48 246.94 672.31 0.52Reach-1 7500 1600 cfs 1600.00 467.55 475.52 473.90 476.98 0.002091 10.42 225.82 628.17 0.66Reach-1 7500 1800 cfs 1800.00 467.55 476.25 474.34 477.73 0.001904 10.57 256.49 691.21 0.64Reach-1 7500 2000 cfs 2000.00 467.55 477.19 474.78 477.23 0.000133 3.00 2591.68 759.21 0.17
Reach-1 7455 Bridge
Reach-1 7400 50 cfs 50.00 467.21 468.53 468.22 468.66 0.002947 2.90 17.24 19.62 0.55Reach-1 7400 100 cfs 100.00 467.21 469.06 468.58 469.25 0.002603 3.56 28.07 21.39 0.54Reach-1 7400 200 cfs 200.00 467.21 469.82 469.14 470.13 0.002424 4.46 45.51 24.46 0.56Reach-1 7400 300 cfs 300.00 467.21 470.32 469.60 470.75 0.002669 5.29 58.27 26.48 0.61Reach-1 7400 400 cfs 400.00 467.21 470.70 469.99 471.26 0.002914 6.06 68.67 28.32 0.65Reach-1 7400 500 cfs 500.00 467.21 470.75 470.35 471.60 0.004276 7.43 70.13 28.60 0.79Reach-1 7400 600 cfs 600.00 467.21 470.85 470.67 471.99 0.005479 8.61 72.94 29.12 0.89Reach-1 7400 800 cfs 800.00 467.21 471.24 471.24 472.79 0.006284 10.04 84.87 31.24 0.98Reach-1 7400 1000 cfs 1000.00 467.21 471.77 471.77 473.52 0.005868 10.73 102.16 34.08 0.97Reach-1 7400 1200 cfs 1200.00 467.21 472.26 472.26 474.19 0.005575 11.32 119.29 36.68 0.96Reach-1 7400 1400 cfs 1400.00 467.21 472.70 472.70 474.82 0.005390 11.89 136.17 187.62 0.96Reach-1 7400 1600 cfs 1600.00 467.21 473.17 473.17 475.40 0.005050 12.26 155.55 331.55 0.95Reach-1 7400 1800 cfs 1800.00 467.21 473.59 473.59 475.94 0.004846 12.64 174.07 406.51 0.94Reach-1 7400 2000 cfs 2000.00 467.21 473.97 473.97 476.45 0.004706 13.02 192.14 459.08 0.94
Reach-1 7307 50 cfs 50.00 466.56 468.03 468.22 0.007877 3.47 14.40 15.85 0.64Reach-1 7307 100 cfs 100.00 466.56 468.65 468.90 0.005651 3.98 26.83 25.69 0.58Reach-1 7307 200 cfs 200.00 466.56 468.87 468.87 469.56 0.013634 6.78 32.62 27.35 0.92Reach-1 7307 300 cfs 300.00 466.56 469.34 469.34 470.17 0.012246 7.58 46.29 30.91 0.91Reach-1 7307 400 cfs 400.00 466.56 469.74 469.74 470.67 0.011429 8.19 59.07 33.90 0.91Reach-1 7307 500 cfs 500.00 466.56 470.48 470.48 470.99 0.005257 6.59 119.96 122.20 0.64Reach-1 7307 600 cfs 600.00 466.56 470.65 470.65 471.17 0.005338 6.87 141.50 125.15 0.65Reach-1 7307 800 cfs 800.00 466.56 470.89 470.89 471.49 0.006042 7.65 171.71 129.18 0.70Reach-1 7307 1000 cfs 1000.00 466.56 471.10 471.10 471.76 0.006528 8.25 199.24 133.23 0.74Reach-1 7307 1200 cfs 1200.00 466.56 471.30 471.30 472.00 0.006833 8.72 225.73 137.53 0.76Reach-1 7307 1400 cfs 1400.00 466.56 471.46 471.46 472.23 0.007259 9.22 248.21 141.07 0.79Reach-1 7307 1600 cfs 1600.00 466.56 471.67 471.67 472.44 0.006974 9.33 278.67 145.73 0.78Reach-1 7307 1800 cfs 1800.00 466.56 471.75 471.75 472.63 0.007876 10.04 290.77 147.54 0.83Reach-1 7307 2000 cfs 2000.00 466.56 471.84 471.84 472.82 0.008683 10.67 303.26 149.38 0.87
Reach-1 7194 50 cfs 50.00 465.56 467.29 467.48 0.005394 3.54 14.26 12.08 0.55Reach-1 7194 100 cfs 100.00 465.56 467.82 467.38 468.19 0.006621 4.95 21.11 13.75 0.65Reach-1 7194 200 cfs 200.00 465.56 468.41 468.40 468.64 0.004094 4.70 81.20 157.47 0.53Reach-1 7194 300 cfs 300.00 465.56 468.59 468.56 468.83 0.004726 5.30 110.63 173.60 0.58Reach-1 7194 400 cfs 400.00 465.56 468.75 469.00 0.004859 5.59 139.72 188.19 0.59Reach-1 7194 500 cfs 500.00 465.56 468.83 468.78 469.14 0.006141 6.40 154.26 201.75 0.67Reach-1 7194 600 cfs 600.00 465.56 468.93 468.90 469.25 0.006423 6.70 175.00 209.15 0.69Reach-1 7194 800 cfs 800.00 465.56 469.09 469.04 469.45 0.007123 7.31 209.34 219.39 0.73Reach-1 7194 1000 cfs 1000.00 465.56 469.22 469.19 469.63 0.007801 7.87 238.82 227.38 0.77Reach-1 7194 1200 cfs 1200.00 465.56 469.34 469.31 469.79 0.008340 8.34 266.40 234.61 0.81Reach-1 7194 1400 cfs 1400.00 465.56 469.44 469.42 469.94 0.008935 8.80 290.71 240.79 0.84Reach-1 7194 1600 cfs 1600.00 465.56 469.53 469.52 470.08 0.009625 9.29 311.78 246.04 0.87Reach-1 7194 1800 cfs 1800.00 465.56 469.62 469.62 470.21 0.009984 9.63 335.11 251.71 0.89Reach-1 7194 2000 cfs 2000.00 465.56 469.71 469.71 470.34 0.010355 9.96 356.91 256.90 0.91
Reach-1 7089 50 cfs 50.00 465.05 467.19 466.13 467.23 0.000998 1.72 29.06 17.86 0.24Reach-1 7089 100 cfs 100.00 465.05 467.69 466.52 467.79 0.001754 2.62 38.13 18.61 0.32Reach-1 7089 200 cfs 200.00 465.05 468.32 467.13 468.38 0.001136 2.47 166.02 395.41 0.27Reach-1 7089 300 cfs 300.00 465.05 468.52 467.64 468.57 0.001058 2.49 245.49 413.47 0.26Reach-1 7089 400 cfs 400.00 465.05 468.70 468.37 468.74 0.000947 2.45 323.10 430.49 0.25Reach-1 7089 500 cfs 500.00 465.05 468.76 468.44 468.81 0.001223 2.82 347.38 436.54 0.28Reach-1 7089 600 cfs 600.00 465.05 468.86 468.50 468.92 0.001250 2.91 392.13 439.77 0.29Reach-1 7089 800 cfs 800.00 465.05 469.01 468.60 469.08 0.001391 3.17 460.60 444.67 0.31Reach-1 7089 1000 cfs 1000.00 465.05 469.14 468.68 469.22 0.001534 3.41 518.04 448.74 0.32Reach-1 7089 1200 cfs 1200.00 465.05 469.26 468.78 469.35 0.001627 3.60 573.41 452.63 0.34Reach-1 7089 1400 cfs 1400.00 465.05 469.37 468.84 469.47 0.001740 3.79 621.02 455.95 0.35Reach-1 7089 1600 cfs 1600.00 465.05 469.46 468.90 469.57 0.001881 4.00 660.84 458.70 0.36Reach-1 7089 1800 cfs 1800.00 465.05 469.55 468.96 469.67 0.001977 4.17 702.26 461.55 0.37Reach-1 7089 2000 cfs 2000.00 465.05 469.63 469.02 469.76 0.002073 4.33 740.73 464.18 0.38
Reach-1 6982 50 cfs 50.00 465.65 466.86 466.99 0.008036 2.89 17.37 27.15 0.62Reach-1 6982 100 cfs 100.00 465.65 467.26 467.46 0.006612 3.58 28.87 30.84 0.61
6
Page 156
HEC-RAS Plan: PR RatingQ River: RIVER-1 Reach: Reach-1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 6982 200 cfs 200.00 465.65 467.78 468.11 0.006649 4.69 46.64 43.48 0.66Reach-1 6982 300 cfs 300.00 465.65 468.25 468.21 468.39 0.002817 3.63 166.91 457.06 0.45Reach-1 6982 400 cfs 400.00 465.65 468.60 468.64 0.001017 2.42 330.63 489.14 0.28Reach-1 6982 500 cfs 500.00 465.65 468.59 468.66 0.001591 3.02 330.52 489.13 0.34Reach-1 6982 600 cfs 600.00 465.65 468.70 468.77 0.001522 3.04 383.79 496.22 0.34Reach-1 6982 800 cfs 800.00 465.65 468.84 468.91 0.001696 3.33 452.63 505.23 0.36Reach-1 6982 1000 cfs 1000.00 465.65 468.95 469.04 0.001899 3.62 508.00 512.36 0.38Reach-1 6982 1200 cfs 1200.00 465.65 469.06 469.16 0.001982 3.80 567.12 519.87 0.40Reach-1 6982 1400 cfs 1400.00 465.65 469.15 469.26 0.002132 4.02 614.30 525.79 0.41Reach-1 6982 1600 cfs 1600.00 465.65 469.22 469.34 0.002381 4.31 647.58 529.92 0.44Reach-1 6982 1800 cfs 1800.00 465.65 469.29 469.43 0.002507 4.50 689.02 535.02 0.45Reach-1 6982 2000 cfs 2000.00 465.65 469.37 469.51 0.002641 4.69 726.71 539.62 0.46
Reach-1 6885 50 cfs 50.00 465.06 466.21 466.33 0.005998 2.80 17.87 22.11 0.55Reach-1 6885 100 cfs 100.00 465.06 466.66 466.84 0.006002 3.46 28.93 25.98 0.58Reach-1 6885 200 cfs 200.00 465.06 467.19 467.49 0.006000 4.47 47.57 37.55 0.61Reach-1 6885 300 cfs 300.00 465.06 467.59 467.98 0.006000 5.17 62.73 38.84 0.64Reach-1 6885 400 cfs 400.00 465.06 467.93 468.40 0.006000 5.72 76.04 39.94 0.65Reach-1 6885 500 cfs 500.00 465.06 468.40 467.76 468.50 0.001692 3.43 310.84 590.59 0.36Reach-1 6885 600 cfs 600.00 465.06 468.31 468.31 468.54 0.003528 4.85 260.17 589.39 0.51Reach-1 6885 800 cfs 800.00 465.06 468.41 468.41 468.65 0.004095 5.35 318.79 590.78 0.56Reach-1 6885 1000 cfs 1000.00 465.06 468.51 468.51 468.75 0.004322 5.62 376.55 592.14 0.58Reach-1 6885 1200 cfs 1200.00 465.06 468.56 468.56 468.85 0.005182 6.22 405.13 592.81 0.63Reach-1 6885 1400 cfs 1400.00 465.06 468.62 468.62 468.93 0.005544 6.53 444.51 593.74 0.66Reach-1 6885 1600 cfs 1600.00 465.06 468.75 469.01 0.004792 6.23 517.57 595.71 0.61Reach-1 6885 1800 cfs 1800.00 465.06 468.81 469.08 0.004955 6.42 556.19 596.75 0.63Reach-1 6885 2000 cfs 2000.00 465.06 468.89 469.16 0.004866 6.46 602.46 598.00 0.62
Reach-1 6800 50 cfs 50.00 464.55 465.70 465.82 0.006003 2.80 17.86 22.11 0.55Reach-1 6800 100 cfs 100.00 464.55 466.15 466.33 0.006002 3.46 28.93 25.98 0.58Reach-1 6800 200 cfs 200.00 464.55 466.68 466.98 0.006004 4.47 47.56 37.55 0.61Reach-1 6800 300 cfs 300.00 464.55 467.08 467.47 0.006000 5.17 62.73 38.84 0.64Reach-1 6800 400 cfs 400.00 464.55 467.42 467.89 0.006000 5.72 76.04 39.94 0.65Reach-1 6800 500 cfs 500.00 464.55 467.45 467.24 468.16 0.008899 7.03 77.37 40.04 0.80Reach-1 6800 600 cfs 600.00 464.55 467.85 467.85 468.08 0.003435 4.84 259.10 589.87 0.51Reach-1 6800 800 cfs 800.00 464.55 467.95 467.95 468.20 0.004025 5.37 317.44 591.23 0.55Reach-1 6800 1000 cfs 1000.00 464.55 468.07 468.07 468.30 0.004001 5.49 385.31 592.81 0.56Reach-1 6800 1200 cfs 1200.00 464.55 468.10 468.10 468.39 0.005012 6.19 407.50 593.33 0.62Reach-1 6800 1400 cfs 1400.00 464.55 468.19 468.19 468.47 0.005003 6.30 459.40 594.68 0.63Reach-1 6800 1600 cfs 1600.00 464.55 468.22 468.22 468.55 0.005839 6.86 479.17 595.21 0.68Reach-1 6800 1800 cfs 1800.00 464.55 468.30 468.30 468.62 0.005738 6.91 525.69 596.44 0.67Reach-1 6800 2000 cfs 2000.00 464.55 468.36 468.69 0.006005 7.15 557.71 597.29 0.69
Reach-1 6700 50 cfs 50.00 463.95 465.10 465.22 0.005997 2.80 17.87 22.11 0.55Reach-1 6700 100 cfs 100.00 463.95 465.55 465.73 0.006006 3.46 28.92 25.98 0.58Reach-1 6700 200 cfs 200.00 463.95 466.08 466.38 0.005990 4.47 47.60 37.55 0.61Reach-1 6700 300 cfs 300.00 463.95 466.48 466.09 466.87 0.005999 5.17 62.74 38.84 0.64Reach-1 6700 400 cfs 400.00 463.95 466.82 466.39 467.29 0.005999 5.72 76.04 39.94 0.65Reach-1 6700 500 cfs 500.00 463.95 467.11 466.64 467.44 0.004361 5.28 177.20 587.92 0.57Reach-1 6700 600 cfs 600.00 463.95 467.25 467.25 467.48 0.003435 4.84 259.09 589.81 0.51Reach-1 6700 800 cfs 800.00 463.95 467.35 467.35 467.60 0.004025 5.37 317.42 591.15 0.55Reach-1 6700 1000 cfs 1000.00 463.95 467.47 467.47 467.70 0.004002 5.49 385.27 592.71 0.56Reach-1 6700 1200 cfs 1200.00 463.95 467.50 467.50 467.79 0.005012 6.19 407.47 593.22 0.62Reach-1 6700 1400 cfs 1400.00 463.95 467.59 467.59 467.87 0.005004 6.31 459.33 594.54 0.63Reach-1 6700 1600 cfs 1600.00 463.95 467.62 467.62 467.95 0.005839 6.86 479.13 595.06 0.68Reach-1 6700 1800 cfs 1800.00 463.95 467.70 467.70 468.02 0.005736 6.91 525.70 596.27 0.67Reach-1 6700 2000 cfs 2000.00 463.95 467.76 468.09 0.005993 7.14 558.04 597.12 0.69
Reach-1 6600 50 cfs 50.00 463.35 464.50 464.17 464.62 0.006003 2.80 17.86 22.11 0.55Reach-1 6600 100 cfs 100.00 463.35 464.95 464.55 465.13 0.006009 3.46 28.92 25.98 0.58Reach-1 6600 200 cfs 200.00 463.35 465.48 465.11 465.78 0.006004 4.47 47.56 37.55 0.61Reach-1 6600 300 cfs 300.00 463.35 465.88 465.49 466.27 0.006001 5.17 62.73 38.84 0.64Reach-1 6600 400 cfs 400.00 463.35 466.22 465.79 466.69 0.006012 5.73 75.99 39.93 0.65Reach-1 6600 500 cfs 500.00 463.35 466.43 466.04 466.91 0.006012 6.07 129.95 585.90 0.66Reach-1 6600 600 cfs 600.00 463.35 466.65 466.65 466.88 0.003435 4.84 259.10 589.76 0.51Reach-1 6600 800 cfs 800.00 463.35 466.75 466.75 467.00 0.004025 5.37 317.39 591.08 0.55Reach-1 6600 1000 cfs 1000.00 463.35 466.87 466.87 467.10 0.004000 5.49 385.32 592.62 0.56Reach-1 6600 1200 cfs 1200.00 463.35 466.90 466.90 467.19 0.005011 6.19 407.48 593.13 0.62Reach-1 6600 1400 cfs 1400.00 463.35 466.99 466.99 467.27 0.005003 6.31 459.31 594.43 0.63Reach-1 6600 1600 cfs 1600.00 463.35 467.02 467.02 467.35 0.005839 6.86 479.11 594.93 0.68Reach-1 6600 1800 cfs 1800.00 463.35 467.10 467.10 467.42 0.005736 6.91 525.65 596.13 0.67
7
Page 157
HEC-RAS Plan: PR RatingQ River: RIVER-1 Reach: Reach-1 (Continued)Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach-1 6600 2000 cfs 2000.00 463.35 467.16 467.16 467.49 0.005984 7.14 558.27 596.96 0.69
8
Page 158
-100 -50 0 50 100 150480
482
484
486
488
490
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 9000 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
2
Page 159
-100 -50 0 50 100 150480
482
484
486
488
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8950 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1200 cfs
WS 1400 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
3
Page 160
-200 -150 -100 -50 0 50 100 150478
480
482
484
486
488
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8900 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1200 cfs
WS 1600 cfs
WS 1400 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
4
Page 161
-100 -50 0 50 100 150476
478
480
482
484
486
488
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8850 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
5
Page 162
-100 -50 0 50 100 150476
478
480
482
484
486
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8800 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1200 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
6
Page 163
-100 -50 0 50 100 150 200476
478
480
482
484
486
488
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8750 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1200 cfs
WS 1800 cfs
WS 1600 cfs
WS 1000 cfs
WS 1400 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
7
Page 164
-150 -100 -50 0 50 100 150 200476
478
480
482
484
486
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8700 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
8
Page 165
-100 -50 0 50 100 150 200476
478
480
482
484
486
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8650 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 600 cfs
WS 800 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
9
Page 166
-80 -60 -40 -20 0 20 40 60 80476
478
480
482
484
486
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8600 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
10
Page 167
-80 -60 -40 -20 0 20 40 60476
478
480
482
484
486
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8522 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
11
Page 168
-80 -60 -40 -20 0 20 40 60476
478
480
482
484
486
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8493 BR Washington Avenue Bridge
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
12
Page 169
-80 -60 -40 -20 0 20 40 60474
476
478
480
482
484
486
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8493 BR Washington Avenue Bridge
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
13
Page 170
-80 -60 -40 -20 0 20 40 60474
476
478
480
482
484
486
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8471 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1000 cfs
WS 1400 cfs
WS 1200 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
14
Page 171
-150 -100 -50 0 50 100472
474
476
478
480
482
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8400 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1000 cfs
WS 1400 cfs
WS 800 cfs
WS 1200 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
15
Page 172
-400 -300 -200 -100 0 100474
475
476
477
478
479
480
481
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8350 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 2000 cfs
WS 1200 cfs
WS 1400 cfs
WS 1600 cfs
WS 1000 cfs
WS 800 cfs
WS 400 cfs
WS 600 cfs
WS 300 cfs
WS 500 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
16
Page 173
-500 -400 -300 -200 -100 0 100472
474
476
478
480
482
484
486
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8300 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 2000 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 500 cfs
WS 600 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
17
Page 174
-400 -300 -200 -100 0 100472
474
476
478
480
482
484
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8250 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 2000 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
18
Page 175
-250 -200 -150 -100 -50 0 50 100472
474
476
478
480
482
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8200 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 2000 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
19
Page 176
-400 -300 -200 -100 0 100472
473
474
475
476
477
478
479
480
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8150 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 2000 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
20
Page 177
-250 -200 -150 -100 -50 0 50 100472
473
474
475
476
477
478
479
480
481
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8100 flipped
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 2000 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
21
Page 178
-300 -250 -200 -150 -100 -50 0 50471
472
473
474
475
476
477
478
479
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 8033 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 2000 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
22
Page 179
-300 -250 -200 -150 -100 -50 0 50471
472
473
474
475
476
477
478
479
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7936 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 2000 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
23
Page 180
-400 -300 -200 -100 0 100468
470
472
474
476
478
480
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7819 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 2000 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
24
Page 181
-500 -400 -300 -200 -100 0 100468
470
472
474
476
478
480
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7722 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 2000 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
25
Page 182
-500 -400 -300 -200 -100 0 100468
470
472
474
476
478
480
482
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7600 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 2000 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
26
Page 183
-800 -600 -400 -200 0 200466
468
470
472
474
476
478
480
482
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7500 GPI U/S of 31 bridge
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1200 cfs
WS 1800 cfs
WS 1000 cfs
WS 1400 cfs
WS 1600 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
27
Page 184
-800 -600 -400 -200 0 200 400465
470
475
480
485
490
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7455 BR Bridge #1
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1200 cfs
WS 1400 cfs
WS 1600 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
28
Page 185
-800 -600 -400 -200 0 200 400465
470
475
480
485
490
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7400 GPI D/S of 31 Bridge
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
29
Page 186
-300 -250 -200 -150 -100 -50 0 50466
468
470
472
474
476
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7307 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
30
Page 187
-500 -400 -300 -200 -100 0 100464
466
468
470
472
474
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7194 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
31
Page 188
-600 -500 -400 -300 -200 -100 0 100464
466
468
470
472
474
476
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 7089 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Ineff
Bank Sta
32
Page 189
-700 -600 -500 -400 -300 -200 -100 0 100464
466
468
470
472
474
476
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 6982 GPI
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 400 cfs
WS 500 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
33
Page 190
-700 -600 -500 -400 -300 -200 -100 0 100464
466
468
470
472
474
476
478
480
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 6885 GPI Section
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 500 cfs
WS 600 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
34
Page 191
-700 -600 -500 -400 -300 -200 -100 0 100464
466
468
470
472
474
476
478
480
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 6800 Dummy Section
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
35
Page 192
-700 -600 -500 -400 -300 -200 -100 0 100462
464
466
468
470
472
474
476
478
480
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 6700 Dummy Section
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
36
Page 193
-700 -600 -500 -400 -300 -200 -100 0 100462
464
466
468
470
472
474
476
478
480
Route 31 Bridge Plan: Proposed w rating Qs 4/18/2013 Geom: GPI Proposed Flow: Rating flows
River = RIVER-1 Reach = Reach-1 RS = 6600 Dummy Section
Station (ft)
Ele
vatio
n (ft
)
Legend
WS 2000 cfs
WS 1800 cfs
WS 1600 cfs
WS 1400 cfs
WS 1200 cfs
WS 1000 cfs
WS 800 cfs
WS 600 cfs
WS 500 cfs
WS 400 cfs
WS 300 cfs
WS 200 cfs
WS 100 cfs
WS 50 cfs
Ground
Bank Sta
37
Page 194
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
9000 50 cfs EX RatingQ 50 481.77 4.61
9000 50 cfs PR RatingQ 50 481.77 0 4.61 0
9000 100 cfs EX RatingQ 100 482.18 5.55
9000 100 cfs PR RatingQ 100 482.18 0 5.55 0
9000 200 cfs EX RatingQ 200 482.77 6.59
9000 200 cfs PR RatingQ 200 482.77 0 6.59 0
9000 300 cfs EX RatingQ 300 483.23 7.27
9000 300 cfs PR RatingQ 300 483.23 0 7.27 0
9000 400 cfs EX RatingQ 400 483.61 7.79
9000 400 cfs PR RatingQ 400 483.61 0 7.79 0
9000 500 cfs EX RatingQ 500 483.94 8.23
9000 500 cfs PR RatingQ 500 483.94 0 8.23 0
9000 600 cfs EX RatingQ 600 484.24 8.63
9000 600 cfs PR RatingQ 600 484.24 0 8.63 0
9000 800 cfs EX RatingQ 800 484.78 9.28
9000 800 cfs PR RatingQ 800 484.78 0 9.28 0
9000 1000 cfs EX RatingQ 1000 485.31 9.63
9000 1000 cfs PR RatingQ 1000 485.31 0 9.63 0
9000 1200 cfs EX RatingQ 1200 485.73 10.13
9000 1200 cfs PR RatingQ 1200 485.73 0 10.13 0
9000 1400 cfs EX RatingQ 1400 486.13 10.5
9000 1400 cfs PR RatingQ 1400 486 13 0 10 5 0
COMPARE EXISTING AND PROPOSED GEOMETRY USING DISCHARGE RATING Q's
9000 1400 cfs PR RatingQ 1400 486.13 0 10.5 0
9000 1600 cfs EX RatingQ 1600 486.79 9.57
9000 1600 cfs PR RatingQ 1600 486.79 0 9.57 0
9000 1800 cfs EX RatingQ 1800 487.1 9.76
9000 1800 cfs PR RatingQ 1800 487.1 0 9.76 0
9000 2000 cfs EX RatingQ 2000 487.31 10.12
9000 2000 cfs PR RatingQ 2000 487.31 0 10.12 0
8950 50 cfs EX RatingQ 50 481.19 3.36
8950 50 cfs PR RatingQ 50 481.19 0 3.36 0
8950 100 cfs EX RatingQ 100 481.65 4.12
8950 100 cfs PR RatingQ 100 481.65 0 4.12 0
8950 200 cfs EX RatingQ 200 482.3 5.17
8950 200 cfs PR RatingQ 200 482.3 0 5.17 0
8950 300 cfs EX RatingQ 300 482.76 6.01
8950 300 cfs PR RatingQ 300 482.76 0 6.01 0
8950 400 cfs EX RatingQ 400 483.18 6.56
8950 400 cfs PR RatingQ 400 483.18 0 6.56 0
8950 500 cfs EX RatingQ 500 483.59 6.89
8950 500 cfs PR RatingQ 500 483.59 0 6.89 0
8950 600 cfs EX RatingQ 600 483.94 7.24
8950 600 cfs PR RatingQ 600 483.94 0 7.24 0
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 1 of 22
Page 195
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
8950 800 cfs EX RatingQ 800 484.56 7.81
8950 800 cfs PR RatingQ 800 484.56 0 7.81 0
8950 1000 cfs EX RatingQ 1000 485.19 8.07
8950 1000 cfs PR RatingQ 1000 485.19 0 8.07 0
8950 1200 cfs EX RatingQ 1200 485.78 8.04
8950 1200 cfs PR RatingQ 1200 485.78 0 8.04 0
8950 1400 cfs EX RatingQ 1400 485.72 9.56
8950 1400 cfs PR RatingQ 1400 485.72 0 9.56 0
8950 1600 cfs EX RatingQ 1600 486.08 9.72
8950 1600 cfs PR RatingQ 1600 486.08 0 9.72 0
8950 1800 cfs EX RatingQ 1800 486.39 9.91
8950 1800 cfs PR RatingQ 1800 486.39 0 9.91 0
8950 2000 cfs EX RatingQ 2000 486.65 10.19
8950 2000 cfs PR RatingQ 2000 486.65 0 10.19 0
8900 50 cfs EX RatingQ 50 480.08 5.07
8900 50 cfs PR RatingQ 50 480.08 0 5.07 0
8900 100 cfs EX RatingQ 100 480.58 5.98
8900 100 cfs PR RatingQ 100 480.58 0 5.98 0
8900 200 cfs EX RatingQ 200 481.47 6.22
8900 200 cfs PR RatingQ 200 481.47 0 6.22 0
8900 300 cfs EX RatingQ 300 482.15 6.34
8900 300 cfs PR RatingQ 300 482.15 0 6.34 0
8900 400 f EX R ti Q 400 482 72 6 488900 400 cfs EX RatingQ 400 482.72 6.48
8900 400 cfs PR RatingQ 400 482.72 0 6.48 0
8900 500 cfs EX RatingQ 500 483.21 6.63
8900 500 cfs PR RatingQ 500 483.21 0 6.63 0
8900 600 cfs EX RatingQ 600 483.58 6.96
8900 600 cfs PR RatingQ 600 483.58 0 6.96 0
8900 800 cfs EX RatingQ 800 484.24 7.5
8900 800 cfs PR RatingQ 800 484.24 0 7.5 0
8900 1000 cfs EX RatingQ 1000 484.77 8.42
8900 1000 cfs PR RatingQ 1000 484.77 0 8.42 0
8900 1200 cfs EX RatingQ 1200 485.75 7.07
8900 1200 cfs PR RatingQ 1200 485.75 0 7.07 0
8900 1400 cfs EX RatingQ 1400 485.43 9.31
8900 1400 cfs PR RatingQ 1400 485.43 0 9.31 0
8900 1600 cfs EX RatingQ 1600 485.75 9.43
8900 1600 cfs PR RatingQ 1600 485.75 0 9.43 0
8900 1800 cfs EX RatingQ 1800 485.99 9.68
8900 1800 cfs PR RatingQ 1800 485.99 0 9.68 0
8900 2000 cfs EX RatingQ 2000 486.25 9.76
8900 2000 cfs PR RatingQ 2000 486.25 0 9.76 0
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 2 of 22
Page 196
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
8850 50 cfs EX RatingQ 50 479.8 3.02
8850 50 cfs PR RatingQ 50 479.8 0 3.02 0
8850 100 cfs EX RatingQ 100 480.43 3.84
8850 100 cfs PR RatingQ 100 480.43 0 3.84 0
8850 200 cfs EX RatingQ 200 481.31 4.82
8850 200 cfs PR RatingQ 200 481.31 0 4.82 0
8850 300 cfs EX RatingQ 300 481.96 5.49
8850 300 cfs PR RatingQ 300 481.96 0 5.49 0
8850 400 cfs EX RatingQ 400 482.48 6.03
8850 400 cfs PR RatingQ 400 482.48 0 6.03 0
8850 500 cfs EX RatingQ 500 482.93 6.47
8850 500 cfs PR RatingQ 500 482.93 0 6.47 0
8850 600 cfs EX RatingQ 600 483.17 7.19
8850 600 cfs PR RatingQ 600 483.17 0 7.19 0
8850 800 cfs EX RatingQ 800 483.47 8.77
8850 800 cfs PR RatingQ 800 483.47 0 8.77 0
8850 1000 cfs EX RatingQ 1000 483.72 10.2
8850 1000 cfs PR RatingQ 1000 483.72 0 10.2 0
8850 1200 cfs EX RatingQ 1200 484.12 10.96
8850 1200 cfs PR RatingQ 1200 484.12 0 10.96 0
8850 1400 cfs EX RatingQ 1400 485.15 8.7
8850 1400 cfs PR RatingQ 1400 485.15 0 8.7 0
8850 1600 cfs EX RatingQ 1600 485.44 8.85
8850 1600 f PR R ti Q 1600 485 44 0 8 85 08850 1600 cfs PR RatingQ 1600 485.44 0 8.85 0
8850 1800 cfs EX RatingQ 1800 485.7 8.96
8850 1800 cfs PR RatingQ 1800 485.7 0 8.96 0
8850 2000 cfs EX RatingQ 2000 486.03 8.69
8850 2000 cfs PR RatingQ 2000 486.03 0 8.69 0
8800 50 cfs EX RatingQ 50 479.46 3.69
8800 50 cfs PR RatingQ 50 479.46 0 3.69 0
8800 100 cfs EX RatingQ 100 480.04 4.61
8800 100 cfs PR RatingQ 100 480.04 0 4.61 0
8800 200 cfs EX RatingQ 200 480.87 5.64
8800 200 cfs PR RatingQ 200 480.87 0 5.64 0
8800 300 cfs EX RatingQ 300 481.46 6.42
8800 300 cfs PR RatingQ 300 481.46 0 6.42 0
8800 400 cfs EX RatingQ 400 481.92 7.08
8800 400 cfs PR RatingQ 400 481.92 0 7.08 0
8800 500 cfs EX RatingQ 500 482.3 7.65
8800 500 cfs PR RatingQ 500 482.3 0 7.65 0
8800 600 cfs EX RatingQ 600 482.73 7.68
8800 600 cfs PR RatingQ 600 482.73 0 7.68 0
8800 800 cfs EX RatingQ 800 483.2 8.3
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 3 of 22
Page 197
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
8800 800 cfs PR RatingQ 800 483.2 0 8.3 0
8800 1000 cfs EX RatingQ 1000 483.97 7.48
8800 1000 cfs PR RatingQ 1000 483.97 0 7.48 0
8800 1200 cfs EX RatingQ 1200 484.68 6.96
8800 1200 cfs PR RatingQ 1200 484.68 0 6.96 0
8800 1400 cfs EX RatingQ 1400 484.23 9.44
8800 1400 cfs PR RatingQ 1400 484.23 0 9.44 0
8800 1600 cfs EX RatingQ 1600 484.33 10.37
8800 1600 cfs PR RatingQ 1600 484.33 0 10.37 0
8800 1800 cfs EX RatingQ 1800 484.64 10.58
8800 1800 cfs PR RatingQ 1800 484.64 0 10.58 0
8800 2000 cfs EX RatingQ 2000 485.07 10.17
8800 2000 cfs PR RatingQ 2000 485.07 0 10.17 0
8750 50 cfs EX RatingQ 50 479 3.72
8750 50 cfs PR RatingQ 50 479 0 3.72 0
8750 100 cfs EX RatingQ 100 479.6 4.56
8750 100 cfs PR RatingQ 100 479.6 0 4.56 0
8750 200 cfs EX RatingQ 200 480.36 5.76
8750 200 cfs PR RatingQ 200 480.36 0 5.76 0
8750 300 cfs EX RatingQ 300 480.88 6.62
8750 300 cfs PR RatingQ 300 480.88 0 6.62 0
8750 400 cfs EX RatingQ 400 481.35 7.15
8750 400 f PR R ti Q 400 481 35 0 7 15 08750 400 cfs PR RatingQ 400 481.35 0 7.15 0
8750 500 cfs EX RatingQ 500 481.75 7.59
8750 500 cfs PR RatingQ 500 481.75 0 7.59 0
8750 600 cfs EX RatingQ 600 482.08 8
8750 600 cfs PR RatingQ 600 482.08 0 8 0
8750 800 cfs EX RatingQ 800 483.42 4.8
8750 800 cfs PR RatingQ 800 483.42 0 4.8 0
8750 1000 cfs EX RatingQ 1000 484.2 4.15
8750 1000 cfs PR RatingQ 1000 484.2 0 4.15 0
8750 1200 cfs EX RatingQ 1200 484.88 3.79
8750 1200 cfs PR RatingQ 1200 484.88 0 3.79 0
8750 1400 cfs EX RatingQ 1400 483.54 7.92
8750 1400 cfs PR RatingQ 1400 483.54 0 7.92 0
8750 1600 cfs EX RatingQ 1600 484.21 6.58
8750 1600 cfs PR RatingQ 1600 484.21 0 6.58 0
8750 1800 cfs EX RatingQ 1800 484.84 5.77
8750 1800 cfs PR RatingQ 1800 484.84 0 5.77 0
8750 2000 cfs EX RatingQ 2000 485.57 5.05
8750 2000 cfs PR RatingQ 2000 485.57 0 5.05 0
8700 50 cfs EX RatingQ 50 478.51 3.84
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 4 of 22
Page 198
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
8700 50 cfs PR RatingQ 50 478.51 0 3.84 0
8700 100 cfs EX RatingQ 100 479.03 4.93
8700 100 cfs PR RatingQ 100 479.03 0 4.93 0
8700 200 cfs EX RatingQ 200 479.78 5.84
8700 200 cfs PR RatingQ 200 479.78 0 5.84 0
8700 300 cfs EX RatingQ 300 480.37 6.3
8700 300 cfs PR RatingQ 300 480.37 0 6.3 0
8700 400 cfs EX RatingQ 400 480.89 6.69
8700 400 cfs PR RatingQ 400 480.89 0 6.69 0
8700 500 cfs EX RatingQ 500 481.25 7.29
8700 500 cfs PR RatingQ 500 481.25 0 7.29 0
8700 600 cfs EX RatingQ 600 481.53 7.94
8700 600 cfs PR RatingQ 600 481.53 0 7.94 0
8700 800 cfs EX RatingQ 800 481.7 10.02
8700 800 cfs PR RatingQ 800 481.7 0 10.02 0
8700 1000 cfs EX RatingQ 1000 482.23 10.65
8700 1000 cfs PR RatingQ 1000 482.23 0 10.65 0
8700 1200 cfs EX RatingQ 1200 482.72 11.2
8700 1200 cfs PR RatingQ 1200 482.72 0 11.2 0
8700 1400 cfs EX RatingQ 1400 483.58 5.53
8700 1400 cfs PR RatingQ 1400 483.58 0 5.53 0
8700 1600 cfs EX RatingQ 1600 484.27 4.4
8700 1600 cfs PR RatingQ 1600 484.27 0 4.4 0
8700 1800 f EX R ti Q 1800 484 89 3 828700 1800 cfs EX RatingQ 1800 484.89 3.82
8700 1800 cfs PR RatingQ 1800 484.89 0 3.82 0
8700 2000 cfs EX RatingQ 2000 485.62 3.3
8700 2000 cfs PR RatingQ 2000 485.62 0 3.3 0
8650 50 cfs EX RatingQ 50 478.22 2.85
8650 50 cfs PR RatingQ 50 478.22 0 2.85 0
8650 100 cfs EX RatingQ 100 478.74 3.63
8650 100 cfs PR RatingQ 100 478.74 0 3.63 0
8650 200 cfs EX RatingQ 200 479.5 4.6
8650 200 cfs PR RatingQ 200 479.5 0 4.6 0
8650 300 cfs EX RatingQ 300 480.12 5.22
8650 300 cfs PR RatingQ 300 480.12 0 5.22 0
8650 400 cfs EX RatingQ 400 480.66 5.68
8650 400 cfs PR RatingQ 400 480.66 0 5.68 0
8650 500 cfs EX RatingQ 500 481.22 5.46
8650 500 cfs PR RatingQ 500 481.22 0 5.46 0
8650 600 cfs EX RatingQ 600 481.75 4.92
8650 600 cfs PR RatingQ 600 481.75 0 4.92 0
8650 800 cfs EX RatingQ 800 481.5 7.49
8650 800 cfs PR RatingQ 800 481.5 0 7.49 0
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 5 of 22
Page 199
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
8650 1000 cfs EX RatingQ 1000 482.02 7.14
8650 1000 cfs PR RatingQ 1000 482.02 0 7.14 0
8650 1200 cfs EX RatingQ 1200 482.69 6.3
8650 1200 cfs PR RatingQ 1200 482.69 0 6.3 0
8650 1400 cfs EX RatingQ 1400 483.43 5.51
8650 1400 cfs PR RatingQ 1400 483.43 0 5.51 0
8650 1600 cfs EX RatingQ 1600 484.13 4.92
8650 1600 cfs PR RatingQ 1600 484.13 0 4.92 0
8650 1800 cfs EX RatingQ 1800 484.8 4.31
8650 1800 cfs PR RatingQ 1800 484.8 0 4.31 0
8650 2000 cfs EX RatingQ 2000 485.55 3.75
8650 2000 cfs PR RatingQ 2000 485.55 0 3.75 0
8600 50 cfs EX RatingQ 50 477.57 4.39
8600 50 cfs PR RatingQ 50 477.57 0 4.39 0
8600 100 cfs EX RatingQ 100 477.93 5.75
8600 100 cfs PR RatingQ 100 477.93 0 5.75 0
8600 200 cfs EX RatingQ 200 478.55 7.08
8600 200 cfs PR RatingQ 200 478.55 0 7.08 0
8600 300 cfs EX RatingQ 300 479.05 7.97
8600 300 cfs PR RatingQ 300 479.05 0 7.97 0
8600 400 cfs EX RatingQ 400 479.49 8.64
8600 400 cfs PR RatingQ 400 479.49 0 8.64 0
8600 500 f EX R ti Q 500 479 89 9 168600 500 cfs EX RatingQ 500 479.89 9.16
8600 500 cfs PR RatingQ 500 479.89 0 9.16 0
8600 600 cfs EX RatingQ 600 480.34 9.31
8600 600 cfs PR RatingQ 600 480.34 0 9.31 0
8600 800 cfs EX RatingQ 800 481.01 8.15
8600 800 cfs PR RatingQ 800 481.01 0 8.15 0
8600 1000 cfs EX RatingQ 1000 481.33 8.73
8600 1000 cfs PR RatingQ 1000 481.33 0 8.73 0
8600 1200 cfs EX RatingQ 1200 482.43 6.7
8600 1200 cfs PR RatingQ 1200 482.43 0 6.7 0
8600 1400 cfs EX RatingQ 1400 483.23 5.98
8600 1400 cfs PR RatingQ 1400 483.23 0 5.98 0
8600 1600 cfs EX RatingQ 1600 483.96 5.47
8600 1600 cfs PR RatingQ 1600 483.96 0 5.47 0
8600 1800 cfs EX RatingQ 1800 484.63 5.13
8600 1800 cfs PR RatingQ 1800 484.63 0 5.13 0
8600 2000 cfs EX RatingQ 2000 485.41 4.77
8600 2000 cfs PR RatingQ 2000 485.41 0 4.77 0
8522 50 cfs EX RatingQ 50 476.72 3.47
8522 50 cfs PR RatingQ 50 476.72 0 3.47 0
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 6 of 22
Page 200
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
8522 100 cfs EX RatingQ 100 477.04 4.39
8522 100 cfs PR RatingQ 100 477.04 0 4.39 0
8522 200 cfs EX RatingQ 200 477.61 5.28
8522 200 cfs PR RatingQ 200 477.61 0 5.28 0
8522 300 cfs EX RatingQ 300 478.21 5.6
8522 300 cfs PR RatingQ 300 478.21 0 5.6 0
8522 400 cfs EX RatingQ 400 478.71 5.97
8522 400 cfs PR RatingQ 400 478.71 0 5.97 0
8522 500 cfs EX RatingQ 500 478.98 6.75
8522 500 cfs PR RatingQ 500 478.98 0 6.75 0
8522 600 cfs EX RatingQ 600 479.36 7.15
8522 600 cfs PR RatingQ 600 479.36 0 7.15 0
8522 800 cfs EX RatingQ 800 480.02 7.9
8522 800 cfs PR RatingQ 800 480.02 0 7.9 0
8522 1000 cfs EX RatingQ 1000 480.6 8.58
8522 1000 cfs PR RatingQ 1000 480.6 0 8.58 0
8522 1200 cfs EX RatingQ 1200 480.7 10.05
8522 1200 cfs PR RatingQ 1200 480.7 0 10.05 0
8522 1400 cfs EX RatingQ 1400 481.07 10.84
8522 1400 cfs PR RatingQ 1400 481.07 0 10.84 0
8522 1600 cfs EX RatingQ 1600 481.57 11.24
8522 1600 cfs PR RatingQ 1600 481.57 0 11.24 0
8522 1800 cfs EX RatingQ 1800 482 11.72
8522 1800 f PR R ti Q 1800 482 0 11 72 08522 1800 cfs PR RatingQ 1800 482 0 11.72 0
8522 2000 cfs EX RatingQ 2000 483.16 10.86
8522 2000 cfs PR RatingQ 2000 483.16 0 10.86 0
8493 WASHINGTON Bridge
8471 50 cfs EX RatingQ 50 476.21 3.94
8471 50 cfs PR RatingQ 50 476.21 0 3.94 0
8471 100 cfs EX RatingQ 100 476.49 4.96
8471 100 cfs PR RatingQ 100 476.49 0 4.96 0
8471 200 cfs EX RatingQ 200 477.35 4.66
8471 200 cfs PR RatingQ 200 477.35 0 4.66 0
8471 300 cfs EX RatingQ 300 478.04 4.93
8471 300 cfs PR RatingQ 300 478.04 0 4.93 0
8471 400 cfs EX RatingQ 400 478.57 5.34
8471 400 cfs PR RatingQ 400 478.57 0 5.34 0
8471 500 cfs EX RatingQ 500 478.79 6.2
8471 500 cfs PR RatingQ 500 478.79 0 6.2 0
8471 600 cfs EX RatingQ 600 479.16 6.62
8471 600 cfs PR RatingQ 600 479.16 0 6.62 0
8471 800 cfs EX RatingQ 800 479.82 7.42
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 7 of 22
Page 201
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
8471 800 cfs PR RatingQ 800 479.82 0 7.42 0
8471 1000 cfs EX RatingQ 1000 480.38 8.15
8471 1000 cfs PR RatingQ 1000 480.38 0 8.15 0
8471 1200 cfs EX RatingQ 1200 480.25 10.07
8471 1200 cfs PR RatingQ 1200 480.25 0 10.07 0
8471 1400 cfs EX RatingQ 1400 480.38 11.42
8471 1400 cfs PR RatingQ 1400 480.38 0 11.42 0
8471 1600 cfs EX RatingQ 1600 480.59 12.49
8471 1600 cfs PR RatingQ 1600 480.59 0 12.49 0
8471 1800 cfs EX RatingQ 1800 480.99 12.98
8471 1800 cfs PR RatingQ 1800 480.99 0 12.98 0
8471 2000 cfs EX RatingQ 2000 481.34 13.52
8471 2000 cfs PR RatingQ 2000 481.34 0 13.52 0
8400 50 cfs EX RatingQ 50 475.71 1.8
8400 50 cfs PR RatingQ 50 475.71 0 1.8 0
8400 100 cfs EX RatingQ 100 476.31 2.52
8400 100 cfs PR RatingQ 100 476.31 0 2.52 0
8400 200 cfs EX RatingQ 200 477.18 3.41
8400 200 cfs PR RatingQ 200 477.18 0 3.41 0
8400 300 cfs EX RatingQ 300 477.86 4.01
8400 300 cfs PR RatingQ 300 477.86 0 4.01 0
8400 400 cfs EX RatingQ 400 478.39 4.53
8400 400 f PR R ti Q 400 478 39 0 4 53 08400 400 cfs PR RatingQ 400 478.39 0 4.53 0
8400 500 cfs EX RatingQ 500 478.54 5.4
8400 500 cfs PR RatingQ 500 478.54 0 5.4 0
8400 600 cfs EX RatingQ 600 478.92 5.83
8400 600 cfs PR RatingQ 600 478.92 0 5.83 0
8400 800 cfs EX RatingQ 800 479.62 6.36
8400 800 cfs PR RatingQ 800 479.62 0 6.36 0
8400 1000 cfs EX RatingQ 1000 480.3 6.48
8400 1000 cfs PR RatingQ 1000 480.3 0 6.48 0
8400 1200 cfs EX RatingQ 1200 479.17 10.9
8400 1200 cfs PR RatingQ 1200 479.17 0 10.9 0
8400 1400 cfs EX RatingQ 1400 479.97 9.99
8400 1400 cfs PR RatingQ 1400 479.97 0 9.99 0
8400 1600 cfs EX RatingQ 1600 480.32 10.29
8400 1600 cfs PR RatingQ 1600 480.32 0 10.29 0
8400 1800 cfs EX RatingQ 1800 480.65 10.54
8400 1800 cfs PR RatingQ 1800 480.65 0 10.54 0
8400 2000 cfs EX RatingQ 2000 480.91 10.89
8400 2000 cfs PR RatingQ 2000 480.91 0 10.89 0
8350 50 cfs EX RatingQ 50 475.55 2.59
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 8 of 22
Page 202
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
8350 50 cfs PR RatingQ 50 475.55 0 2.59 0
8350 100 cfs EX RatingQ 100 476.11 3.33
8350 100 cfs PR RatingQ 100 476.11 0 3.33 0
8350 200 cfs EX RatingQ 200 476.93 4.21
8350 200 cfs PR RatingQ 200 476.93 0 4.21 0
8350 300 cfs EX RatingQ 300 477.59 4.73
8350 300 cfs PR RatingQ 300 477.59 0 4.73 0
8350 400 cfs EX RatingQ 400 478.11 5.18
8350 400 cfs PR RatingQ 400 478.11 0 5.18 0
8350 500 cfs EX RatingQ 500 477.34 8.77
8350 500 cfs PR RatingQ 500 477.34 0 8.77 0
8350 600 cfs EX RatingQ 600 477.7 9.06
8350 600 cfs PR RatingQ 600 477.7 0 9.06 0
8350 800 cfs EX RatingQ 800 478.31 9.61
8350 800 cfs PR RatingQ 800 478.31 0 9.61 0
8350 1000 cfs EX RatingQ 1000 478.85 10.06
8350 1000 cfs PR RatingQ 1000 478.85 0 10.06 0
8350 1200 cfs EX RatingQ 1200 479.25 4.93
8350 1200 cfs PR RatingQ 1200 479.25 0 4.93 0
8350 1400 cfs EX RatingQ 1400 479.25 5.75
8350 1400 cfs PR RatingQ 1400 479.25 0 5.75 0
8350 1600 cfs EX RatingQ 1600 479.25 6.57
8350 1600 cfs PR RatingQ 1600 479.25 0 6.57 0
8350 1800 f EX R ti Q 1800 479 26 7 358350 1800 cfs EX RatingQ 1800 479.26 7.35
8350 1800 cfs PR RatingQ 1800 479.26 0 7.35 0
8350 2000 cfs EX RatingQ 2000 479.26 8.17
8350 2000 cfs PR RatingQ 2000 479.26 0 8.17 0
8300 50 cfs EX RatingQ 50 474.89 4.76
8300 50 cfs PR RatingQ 50 474.89 0 4.76 0
8300 100 cfs EX RatingQ 100 475.32 5.82
8300 100 cfs PR RatingQ 100 475.32 0 5.82 0
8300 200 cfs EX RatingQ 200 475.96 7.1
8300 200 cfs PR RatingQ 200 475.96 0 7.1 0
8300 300 cfs EX RatingQ 300 476.48 7.91
8300 300 cfs PR RatingQ 300 476.48 0 7.91 0
8300 400 cfs EX RatingQ 400 477.04 8.01
8300 400 cfs PR RatingQ 400 477.04 0 8.01 0
8300 500 cfs EX RatingQ 500 477.55 3.61
8300 500 cfs PR RatingQ 500 477.55 0 3.61 0
8300 600 cfs EX RatingQ 600 477.55 4.34
8300 600 cfs PR RatingQ 600 477.55 0 4.34 0
8300 800 cfs EX RatingQ 800 477.69 4.81
8300 800 cfs PR RatingQ 800 477.69 0 4.81 0
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 9 of 22
Page 203
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
8300 1000 cfs EX RatingQ 1000 477.87 4.92
8300 1000 cfs PR RatingQ 1000 477.87 0 4.92 0
8300 1200 cfs EX RatingQ 1200 478.02 5.09
8300 1200 cfs PR RatingQ 1200 478.02 0 5.09 0
8300 1400 cfs EX RatingQ 1400 478.18 5.18
8300 1400 cfs PR RatingQ 1400 478.18 0 5.18 0
8300 1600 cfs EX RatingQ 1600 478.32 5.27
8300 1600 cfs PR RatingQ 1600 478.32 0 5.27 0
8300 1800 cfs EX RatingQ 1800 478.65 4.69
8300 1800 cfs PR RatingQ 1800 478.65 0 4.69 0
8300 2000 cfs EX RatingQ 2000 478.56 5.56
8300 2000 cfs PR RatingQ 2000 478.56 0 5.56 0
8250 50 cfs EX RatingQ 50 474.56 2.48
8250 50 cfs PR RatingQ 50 474.56 0 2.48 0
8250 100 cfs EX RatingQ 100 475.08 3.43
8250 100 cfs PR RatingQ 100 475.08 0 3.43 0
8250 200 cfs EX RatingQ 200 475.76 4.71
8250 200 cfs PR RatingQ 200 475.76 0 4.71 0
8250 300 cfs EX RatingQ 300 476.15 5.85
8250 300 cfs PR RatingQ 300 476.15 0 5.85 0
8250 400 cfs EX RatingQ 400 476.57 5.71
8250 400 cfs PR RatingQ 400 476.57 0 5.71 0
8250 500 f EX R ti Q 500 476 91 5 188250 500 cfs EX RatingQ 500 476.91 5.18
8250 500 cfs PR RatingQ 500 476.91 0 5.18 0
8250 600 cfs EX RatingQ 600 477.09 5.53
8250 600 cfs PR RatingQ 600 477.09 0 5.53 0
8250 800 cfs EX RatingQ 800 477.45 4.96
8250 800 cfs PR RatingQ 800 477.45 0 4.96 0
8250 1000 cfs EX RatingQ 1000 477.67 4.91
8250 1000 cfs PR RatingQ 1000 477.67 0 4.91 0
8250 1200 cfs EX RatingQ 1200 477.82 5.08
8250 1200 cfs PR RatingQ 1200 477.82 0 5.08 0
8250 1400 cfs EX RatingQ 1400 478 5.04
8250 1400 cfs PR RatingQ 1400 478 0 5.04 0
8250 1600 cfs EX RatingQ 1600 478.16 4.98
8250 1600 cfs PR RatingQ 1600 478.16 0 4.98 0
8250 1800 cfs EX RatingQ 1800 478.57 4.12
8250 1800 cfs PR RatingQ 1800 478.57 0 4.12 0
8250 2000 cfs EX RatingQ 2000 478.41 5.12
8250 2000 cfs PR RatingQ 2000 478.41 0 5.12 0
8200 50 cfs EX RatingQ 50 474.49 1.97
8200 50 cfs PR RatingQ 50 474.49 0 1.97 0
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 10 of 22
Page 204
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
8200 100 cfs EX RatingQ 100 474.96 2.95
8200 100 cfs PR RatingQ 100 474.96 0 2.95 0
8200 200 cfs EX RatingQ 200 475.56 4.08
8200 200 cfs PR RatingQ 200 475.56 0 4.08 0
8200 300 cfs EX RatingQ 300 475.9 5.05
8200 300 cfs PR RatingQ 300 475.9 0 5.05 0
8200 400 cfs EX RatingQ 400 476.31 5.17
8200 400 cfs PR RatingQ 400 476.31 0 5.17 0
8200 500 cfs EX RatingQ 500 476.37 6.14
8200 500 cfs PR RatingQ 500 476.37 0 6.14 0
8200 600 cfs EX RatingQ 600 476.57 6.31
8200 600 cfs PR RatingQ 600 476.57 0 6.31 0
8200 800 cfs EX RatingQ 800 477.02 5.93
8200 800 cfs PR RatingQ 800 477.02 0 5.93 0
8200 1000 cfs EX RatingQ 1000 477.15 6.53
8200 1000 cfs PR RatingQ 1000 477.15 0 6.53 0
8200 1200 cfs EX RatingQ 1200 477.48 5.84
8200 1200 cfs PR RatingQ 1200 477.48 0 5.84 0
8200 1400 cfs EX RatingQ 1400 477.64 6.05
8200 1400 cfs PR RatingQ 1400 477.64 0 6.05 0
8200 1600 cfs EX RatingQ 1600 477.82 6.01
8200 1600 cfs PR RatingQ 1600 477.82 0 6.01 0
8200 1800 cfs EX RatingQ 1800 478.4 4.66
8200 1800 f PR R ti Q 1800 478 4 0 4 66 08200 1800 cfs PR RatingQ 1800 478.4 0 4.66 0
8200 2000 cfs EX RatingQ 2000 478 6.61
8200 2000 cfs PR RatingQ 2000 478 0 6.61 0
8150 50 cfs EX RatingQ 50 474.37 2.2
8150 50 cfs PR RatingQ 50 474.37 0 2.2 0
8150 100 cfs EX RatingQ 100 474.82 2.9
8150 100 cfs PR RatingQ 100 474.82 0 2.9 0
8150 200 cfs EX RatingQ 200 475.3 4.09
8150 200 cfs PR RatingQ 200 475.3 0 4.09 0
8150 300 cfs EX RatingQ 300 475.44 5.59
8150 300 cfs PR RatingQ 300 475.44 0 5.59 0
8150 400 cfs EX RatingQ 400 475.62 6.64
8150 400 cfs PR RatingQ 400 475.62 0 6.64 0
8150 500 cfs EX RatingQ 500 476.18 5.4
8150 500 cfs PR RatingQ 500 476.18 0 5.4 0
8150 600 cfs EX RatingQ 600 476.39 5.16
8150 600 cfs PR RatingQ 600 476.39 0 5.16 0
8150 800 cfs EX RatingQ 800 476.91 4.33
8150 800 cfs PR RatingQ 800 476.91 0 4.33 0
8150 1000 cfs EX RatingQ 1000 477.12 4.56
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 11 of 22
Page 205
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
8150 1000 cfs PR RatingQ 1000 477.12 0 4.56 0
8150 1200 cfs EX RatingQ 1200 477.47 4.24
8150 1200 cfs PR RatingQ 1200 477.47 0 4.24 0
8150 1400 cfs EX RatingQ 1400 477.63 4.41
8150 1400 cfs PR RatingQ 1400 477.63 0 4.41 0
8150 1600 cfs EX RatingQ 1600 477.81 4.45
8150 1600 cfs PR RatingQ 1600 477.81 0 4.45 0
8150 1800 cfs EX RatingQ 1800 478.39 3.55
8150 1800 cfs PR RatingQ 1800 478.39 0 3.55 0
8150 2000 cfs EX RatingQ 2000 477.98 4.96
8150 2000 cfs PR RatingQ 2000 477.98 0 4.96 0
8100 50 cfs EX RatingQ 50 473.81 4.38
8100 50 cfs PR RatingQ 50 473.81 0 4.38 0
8100 100 cfs EX RatingQ 100 474.18 4.95
8100 100 cfs PR RatingQ 100 474.18 0 4.95 0
8100 200 cfs EX RatingQ 200 474.84 4.71
8100 200 cfs PR RatingQ 200 474.84 0 4.71 0
8100 300 cfs EX RatingQ 300 475.42 3.43
8100 300 cfs PR RatingQ 300 475.42 0 3.43 0
8100 400 cfs EX RatingQ 400 475.88 2.62
8100 400 cfs PR RatingQ 400 475.88 0 2.62 0
8100 500 cfs EX RatingQ 500 476.24 2.37
8100 500 f PR R ti Q 500 476 24 0 2 37 08100 500 cfs PR RatingQ 500 476.24 0 2.37 0
8100 600 cfs EX RatingQ 600 476.49 2.35
8100 600 cfs PR RatingQ 600 476.49 0 2.35 0
8100 800 cfs EX RatingQ 800 476.94 2.31
8100 800 cfs PR RatingQ 800 476.94 0 2.31 0
8100 1000 cfs EX RatingQ 1000 477.14 2.57
8100 1000 cfs PR RatingQ 1000 477.14 0 2.57 0
8100 1200 cfs EX RatingQ 1200 477.47 2.6
8100 1200 cfs PR RatingQ 1200 477.47 0 2.6 0
8100 1400 cfs EX RatingQ 1400 477.62 2.83
8100 1400 cfs PR RatingQ 1400 477.62 0 2.83 0
8100 1600 cfs EX RatingQ 1600 477.79 3
8100 1600 cfs PR RatingQ 1600 477.79 0 3 0
8100 1800 cfs EX RatingQ 1800 478.38 2.69
8100 1800 cfs PR RatingQ 1800 478.38 0 2.69 0
8100 2000 cfs EX RatingQ 2000 477.96 3.5
8100 2000 cfs PR RatingQ 2000 477.96 0 3.5 0
8033 50 cfs EX RatingQ 50 473.15 2.92
8033 50 cfs PR RatingQ 50 473.15 0 2.92 0
8033 100 cfs EX RatingQ 100 473.7 3.8
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 12 of 22
Page 206
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
8033 100 cfs PR RatingQ 100 473.7 0 3.8 0
8033 200 cfs EX RatingQ 200 474.51 4.58
8033 200 cfs PR RatingQ 200 474.51 0 4.58 0
8033 300 cfs EX RatingQ 300 474.84 5.77
8033 300 cfs PR RatingQ 300 474.84 0 5.77 0
8033 400 cfs EX RatingQ 400 475.12 6.96
8033 400 cfs PR RatingQ 400 475.12 0 6.96 0
8033 500 cfs EX RatingQ 500 475.45 7.41
8033 500 cfs PR RatingQ 500 475.45 0 7.41 0
8033 600 cfs EX RatingQ 600 475.85 7.06
8033 600 cfs PR RatingQ 600 475.85 0 7.06 0
8033 800 cfs EX RatingQ 800 476.77 4.49
8033 800 cfs PR RatingQ 800 476.77 0 4.49 0
8033 1000 cfs EX RatingQ 1000 476.96 4.81
8033 1000 cfs PR RatingQ 1000 476.96 0 4.81 0
8033 1200 cfs EX RatingQ 1200 477.34 4.39
8033 1200 cfs PR RatingQ 1200 477.34 0 4.39 0
8033 1400 cfs EX RatingQ 1400 477.47 4.69
8033 1400 cfs PR RatingQ 1400 477.47 0 4.69 0
8033 1600 cfs EX RatingQ 1600 477.64 4.85
8033 1600 cfs PR RatingQ 1600 477.64 0 4.85 0
8033 1800 cfs EX RatingQ 1800 478.29 3.91
8033 1800 cfs PR RatingQ 1800 478.29 0 3.91 0
8033 2000 f EX R ti Q 2000 477 76 5 698033 2000 cfs EX RatingQ 2000 477.76 5.69
8033 2000 cfs PR RatingQ 2000 477.76 0 5.69 0
7936 50 cfs EX RatingQ 50 472.44 3.99
7936 50 cfs PR RatingQ 50 472.44 0 3.99 0
7936 100 cfs EX RatingQ 100 472.97 4.95
7936 100 cfs PR RatingQ 100 472.97 0 4.95 0
7936 200 cfs EX RatingQ 200 473.72 6.17
7936 200 cfs PR RatingQ 200 473.72 0 6.17 0
7936 300 cfs EX RatingQ 300 474.25 6.23
7936 300 cfs PR RatingQ 300 474.25 0 6.23 0
7936 400 cfs EX RatingQ 400 474.76 6
7936 400 cfs PR RatingQ 400 474.76 0 6 0
7936 500 cfs EX RatingQ 500 475.2 5.87
7936 500 cfs PR RatingQ 500 475.2 0 5.87 0
7936 600 cfs EX RatingQ 600 475.61 5.79
7936 600 cfs PR RatingQ 600 475.61 0 5.79 0
7936 800 cfs EX RatingQ 800 476.4 6.07
7936 800 cfs PR RatingQ 800 476.4 0 6.07 0
7936 1000 cfs EX RatingQ 1000 476.59 6.35
7936 1000 cfs PR RatingQ 1000 476.6 0.01 6.31 ‐0.04
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 13 of 22
Page 207
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
7936 1200 cfs EX RatingQ 1200 477.19 4.79
7936 1200 cfs PR RatingQ 1200 477.19 0 4.79 0
7936 1400 cfs EX RatingQ 1400 477.3 5.24
7936 1400 cfs PR RatingQ 1400 477.3 0 5.24 0
7936 1600 cfs EX RatingQ 1600 477.47 5.36
7936 1600 cfs PR RatingQ 1600 477.47 0 5.36 0
7936 1800 cfs EX RatingQ 1800 478.23 3.96
7936 1800 cfs PR RatingQ 1800 478.23 0 3.96 0
7936 2000 cfs EX RatingQ 2000 477.48 6.67
7936 2000 cfs PR RatingQ 2000 477.48 0 6.67 0
7819 50 cfs EX RatingQ 50 471.23 3.92
7819 50 cfs PR RatingQ 50 471.23 0 3.93 0.01
7819 100 cfs EX RatingQ 100 471.62 5.4
7819 100 cfs PR RatingQ 100 471.62 0 5.4 0
7819 200 cfs EX RatingQ 200 472.18 7.28
7819 200 cfs PR RatingQ 200 472.18 0 7.28 0
7819 300 cfs EX RatingQ 300 472.77 7.93
7819 300 cfs PR RatingQ 300 472.77 0 7.93 0
7819 400 cfs EX RatingQ 400 473.23 8.59
7819 400 cfs PR RatingQ 400 473.23 0 8.59 0
7819 500 cfs EX RatingQ 500 473.63 9.1
7819 500 cfs PR RatingQ 500 473.63 0 9.1 0
7819 600 f EX R ti Q 600 473 99 9 567819 600 cfs EX RatingQ 600 473.99 9.56
7819 600 cfs PR RatingQ 600 473.99 0 9.56 0
7819 800 cfs EX RatingQ 800 474.62 10.35
7819 800 cfs PR RatingQ 800 474.62 0 10.35 0
7819 1000 cfs EX RatingQ 1000 476.69 2.56
7819 1000 cfs PR RatingQ 1000 476.7 0.01 2.55 ‐0.01
7819 1200 cfs EX RatingQ 1200 477.21 2.34
7819 1200 cfs PR RatingQ 1200 477.21 0 2.34 0
7819 1400 cfs EX RatingQ 1400 477.33 2.59
7819 1400 cfs PR RatingQ 1400 477.33 0 2.59 0
7819 1600 cfs EX RatingQ 1600 477.49 2.74
7819 1600 cfs PR RatingQ 1600 477.5 0.01 2.74 0
7819 1800 cfs EX RatingQ 1800 478.23 2.28
7819 1800 cfs PR RatingQ 1800 478.23 0 2.28 0
7819 2000 cfs EX RatingQ 2000 477.52 3.4
7819 2000 cfs PR RatingQ 2000 477.51 ‐0.01 3.4 0
7722 50 cfs EX RatingQ 50 470.74 2.39
7722 50 cfs PR RatingQ 50 470.74 0 2.39 0
7722 100 cfs EX RatingQ 100 471.18 3.05
7722 100 cfs PR RatingQ 100 471.17 ‐0.01 3.07 0.02
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 14 of 22
Page 208
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
7722 200 cfs EX RatingQ 200 471.78 4.06
7722 200 cfs PR RatingQ 200 471.8 0.02 4.03 ‐0.03
7722 300 cfs EX RatingQ 300 472.29 4.74
7722 300 cfs PR RatingQ 300 472.3 0.01 4.71 ‐0.03
7722 400 cfs EX RatingQ 400 472.75 5.2
7722 400 cfs PR RatingQ 400 472.76 0.01 5.18 ‐0.02
7722 500 cfs EX RatingQ 500 473.53 4.96
7722 500 cfs PR RatingQ 500 473.53 0 4.96 0
7722 600 cfs EX RatingQ 600 473.87 5.38
7722 600 cfs PR RatingQ 600 473.87 0 5.37 ‐0.01
7722 800 cfs EX RatingQ 800 474.75 5.67
7722 800 cfs PR RatingQ 800 474.76 0.01 5.66 ‐0.01
7722 1000 cfs EX RatingQ 1000 476.7 1.45
7722 1000 cfs PR RatingQ 1000 476.7 0 1.45 0
7722 1200 cfs EX RatingQ 1200 477.22 1.42
7722 1200 cfs PR RatingQ 1200 477.21 ‐0.01 1.42 0
7722 1400 cfs EX RatingQ 1400 477.33 1.58
7722 1400 cfs PR RatingQ 1400 477.33 0 1.58 0
7722 1600 cfs EX RatingQ 1600 477.5 1.71
7722 1600 cfs PR RatingQ 1600 477.5 0 1.71 0
7722 1800 cfs EX RatingQ 1800 478.23 1.5
7722 1800 cfs PR RatingQ 1800 478.23 0 1.5 0
7722 2000 cfs EX RatingQ 2000 477.52 2.12
7722 2000 f PR R ti Q 2000 477 52 0 2 12 07722 2000 cfs PR RatingQ 2000 477.52 0 2.12 0
7600 50 cfs EX RatingQ 50 469.54 4.4
7600 50 cfs PR RatingQ 50 469.54 0 4.4 0
7600 100 cfs EX RatingQ 100 469.89 5.45
7600 100 cfs PR RatingQ 100 469.89 0 5.45 0
7600 200 cfs EX RatingQ 200 470.58 6.17
7600 200 cfs PR RatingQ 200 470.53 ‐0.05 6.36 0.19
7600 300 cfs EX RatingQ 300 471.19 6.6
7600 300 cfs PR RatingQ 300 471.1 ‐0.09 6.89 0.29
7600 400 cfs EX RatingQ 400 471.77 6.84
7600 400 cfs PR RatingQ 400 471.59 ‐0.18 7.36 0.52
7600 500 cfs EX RatingQ 500 473.1 5.55
7600 500 cfs PR RatingQ 500 473.1 0 5.55 0
7600 600 cfs EX RatingQ 600 473.33 6.23
7600 600 cfs PR RatingQ 600 473.34 0.01 6.23 0
7600 800 cfs EX RatingQ 800 474.23 6.66
7600 800 cfs PR RatingQ 800 474.25 0.02 6.65 ‐0.01
7600 1000 cfs EX RatingQ 1000 476.48 4.19
7600 1000 cfs PR RatingQ 1000 476.49 0.01 4.18 ‐0.01
7600 1200 cfs EX RatingQ 1200 477.04 3.99
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 15 of 22
Page 209
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
7600 1200 cfs PR RatingQ 1200 477.04 0 4 0.01
7600 1400 cfs EX RatingQ 1400 477.1 4.54
7600 1400 cfs PR RatingQ 1400 477.1 0 4.54 0
7600 1600 cfs EX RatingQ 1600 477.24 4.93
7600 1600 cfs PR RatingQ 1600 477.24 0 4.93 0
7600 1800 cfs EX RatingQ 1800 478.07 4.12
7600 1800 cfs PR RatingQ 1800 478.07 0 4.12 0
7600 2000 cfs EX RatingQ 2000 477.02 6.7
7600 2000 cfs PR RatingQ 2000 477.02 0 6.7 0
7500 50 cfs EX RatingQ 50 468.87 2.83
7500 50 cfs PR RatingQ 50 468.94 0.07 2.66 ‐0.17
7500 100 cfs EX RatingQ 100 469.42 3.66
7500 100 cfs PR RatingQ 100 469.47 0.05 3.55 ‐0.11
7500 200 cfs EX RatingQ 200 470.35 4.53
7500 200 cfs PR RatingQ 200 470.27 ‐0.08 4.68 0.15
7500 300 cfs EX RatingQ 300 470.96 5.35
7500 300 cfs PR RatingQ 300 470.82 ‐0.14 5.63 0.28
7500 400 cfs EX RatingQ 400 471.57 5.86
7500 400 cfs PR RatingQ 400 471.31 ‐0.26 6.35 0.49
7500 500 cfs EX RatingQ 500 473 5.1
7500 500 cfs PR RatingQ 500 473 0 5.1 0
7500 600 cfs EX RatingQ 600 473.21 5.85
7500 600 f PR R ti Q 600 473 21 0 5 85 07500 600 cfs PR RatingQ 600 473.21 0 5.85 0
7500 800 cfs EX RatingQ 800 474.09 6.58
7500 800 cfs PR RatingQ 800 474.1 0.01 6.57 ‐0.01
7500 1000 cfs EX RatingQ 1000 476.03 6.06
7500 1000 cfs PR RatingQ 1000 476.03 0 6.05 ‐0.01
7500 1200 cfs EX RatingQ 1200 476.34 6.96
7500 1200 cfs PR RatingQ 1200 476.34 0 6.96 0
7500 1400 cfs EX RatingQ 1400 476.03 8.48
7500 1400 cfs PR RatingQ 1400 476.03 0 8.48 0
7500 1600 cfs EX RatingQ 1600 475.52 10.42
7500 1600 cfs PR RatingQ 1600 475.52 0 10.42 0
7500 1800 cfs EX RatingQ 1800 476.25 10.57
7500 1800 cfs PR RatingQ 1800 476.25 0 10.57 0
7500 2000 cfs EX RatingQ 2000 477.19 3
7500 2000 cfs PR RatingQ 2000 477.19 0 3 0
7455 ROUTE 31 Bridge
7400 50 cfs EX RatingQ 50 468.53 2.9
7400 50 cfs PR RatingQ 50 468.53 0 2.9 0
7400 100 cfs EX RatingQ 100 469.06 3.56
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 16 of 22
Page 210
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
7400 100 cfs PR RatingQ 100 469.06 0 3.56 0
7400 200 cfs EX RatingQ 200 469.82 4.46
7400 200 cfs PR RatingQ 200 469.82 0 4.46 0
7400 300 cfs EX RatingQ 300 470.32 5.29
7400 300 cfs PR RatingQ 300 470.32 0 5.29 0
7400 400 cfs EX RatingQ 400 470.7 6.06
7400 400 cfs PR RatingQ 400 470.7 0 6.06 0
7400 500 cfs EX RatingQ 500 470.75 7.43
7400 500 cfs PR RatingQ 500 470.75 0 7.43 0
7400 600 cfs EX RatingQ 600 470.85 8.61
7400 600 cfs PR RatingQ 600 470.85 0 8.61 0
7400 800 cfs EX RatingQ 800 471.24 10.04
7400 800 cfs PR RatingQ 800 471.24 0 10.04 0
7400 1000 cfs EX RatingQ 1000 471.77 10.73
7400 1000 cfs PR RatingQ 1000 471.77 0 10.73 0
7400 1200 cfs EX RatingQ 1200 472.26 11.32
7400 1200 cfs PR RatingQ 1200 472.26 0 11.32 0
7400 1400 cfs EX RatingQ 1400 472.7 11.89
7400 1400 cfs PR RatingQ 1400 472.7 0 11.89 0
7400 1600 cfs EX RatingQ 1600 473.17 12.26
7400 1600 cfs PR RatingQ 1600 473.17 0 12.26 0
7400 1800 cfs EX RatingQ 1800 473.59 12.64
7400 1800 cfs PR RatingQ 1800 473.59 0 12.64 0
7400 2000 f EX R ti Q 2000 473 97 13 027400 2000 cfs EX RatingQ 2000 473.97 13.02
7400 2000 cfs PR RatingQ 2000 473.97 0 13.02 0
7307 50 cfs EX RatingQ 50 468.03 3.47
7307 50 cfs PR RatingQ 50 468.03 0 3.47 0
7307 100 cfs EX RatingQ 100 468.65 3.98
7307 100 cfs PR RatingQ 100 468.65 0 3.98 0
7307 200 cfs EX RatingQ 200 468.87 6.78
7307 200 cfs PR RatingQ 200 468.87 0 6.78 0
7307 300 cfs EX RatingQ 300 469.34 7.58
7307 300 cfs PR RatingQ 300 469.34 0 7.58 0
7307 400 cfs EX RatingQ 400 469.74 8.19
7307 400 cfs PR RatingQ 400 469.74 0 8.19 0
7307 500 cfs EX RatingQ 500 470.48 6.59
7307 500 cfs PR RatingQ 500 470.48 0 6.59 0
7307 600 cfs EX RatingQ 600 470.65 6.87
7307 600 cfs PR RatingQ 600 470.65 0 6.87 0
7307 800 cfs EX RatingQ 800 470.89 7.65
7307 800 cfs PR RatingQ 800 470.89 0 7.65 0
7307 1000 cfs EX RatingQ 1000 471.1 8.25
7307 1000 cfs PR RatingQ 1000 471.1 0 8.25 0
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 17 of 22
Page 211
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
7307 1200 cfs EX RatingQ 1200 471.3 8.72
7307 1200 cfs PR RatingQ 1200 471.3 0 8.72 0
7307 1400 cfs EX RatingQ 1400 471.46 9.22
7307 1400 cfs PR RatingQ 1400 471.46 0 9.22 0
7307 1600 cfs EX RatingQ 1600 471.67 9.33
7307 1600 cfs PR RatingQ 1600 471.67 0 9.33 0
7307 1800 cfs EX RatingQ 1800 471.75 10.04
7307 1800 cfs PR RatingQ 1800 471.75 0 10.04 0
7307 2000 cfs EX RatingQ 2000 471.84 10.67
7307 2000 cfs PR RatingQ 2000 471.84 0 10.67 0
7194 50 cfs EX RatingQ 50 467.29 3.54
7194 50 cfs PR RatingQ 50 467.29 0 3.54 0
7194 100 cfs EX RatingQ 100 467.82 4.95
7194 100 cfs PR RatingQ 100 467.82 0 4.95 0
7194 200 cfs EX RatingQ 200 468.41 4.7
7194 200 cfs PR RatingQ 200 468.41 0 4.7 0
7194 300 cfs EX RatingQ 300 468.59 5.3
7194 300 cfs PR RatingQ 300 468.59 0 5.3 0
7194 400 cfs EX RatingQ 400 468.75 5.59
7194 400 cfs PR RatingQ 400 468.75 0 5.59 0
7194 500 cfs EX RatingQ 500 468.83 6.4
7194 500 cfs PR RatingQ 500 468.83 0 6.4 0
7194 600 f EX R ti Q 600 468 93 6 77194 600 cfs EX RatingQ 600 468.93 6.7
7194 600 cfs PR RatingQ 600 468.93 0 6.7 0
7194 800 cfs EX RatingQ 800 469.09 7.31
7194 800 cfs PR RatingQ 800 469.09 0 7.31 0
7194 1000 cfs EX RatingQ 1000 469.22 7.87
7194 1000 cfs PR RatingQ 1000 469.22 0 7.87 0
7194 1200 cfs EX RatingQ 1200 469.34 8.34
7194 1200 cfs PR RatingQ 1200 469.34 0 8.34 0
7194 1400 cfs EX RatingQ 1400 469.44 8.8
7194 1400 cfs PR RatingQ 1400 469.44 0 8.8 0
7194 1600 cfs EX RatingQ 1600 469.53 9.29
7194 1600 cfs PR RatingQ 1600 469.53 0 9.29 0
7194 1800 cfs EX RatingQ 1800 469.62 9.63
7194 1800 cfs PR RatingQ 1800 469.62 0 9.63 0
7194 2000 cfs EX RatingQ 2000 469.71 9.96
7194 2000 cfs PR RatingQ 2000 469.71 0 9.96 0
7089 50 cfs EX RatingQ 50 467.19 1.72
7089 50 cfs PR RatingQ 50 467.19 0 1.72 0
7089 100 cfs EX RatingQ 100 467.69 2.62
7089 100 cfs PR RatingQ 100 467.69 0 2.62 0
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 18 of 22
Page 212
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
7089 200 cfs EX RatingQ 200 468.32 2.47
7089 200 cfs PR RatingQ 200 468.32 0 2.47 0
7089 300 cfs EX RatingQ 300 468.52 2.49
7089 300 cfs PR RatingQ 300 468.52 0 2.49 0
7089 400 cfs EX RatingQ 400 468.7 2.45
7089 400 cfs PR RatingQ 400 468.7 0 2.45 0
7089 500 cfs EX RatingQ 500 468.76 2.82
7089 500 cfs PR RatingQ 500 468.76 0 2.82 0
7089 600 cfs EX RatingQ 600 468.86 2.91
7089 600 cfs PR RatingQ 600 468.86 0 2.91 0
7089 800 cfs EX RatingQ 800 469.01 3.17
7089 800 cfs PR RatingQ 800 469.01 0 3.17 0
7089 1000 cfs EX RatingQ 1000 469.14 3.41
7089 1000 cfs PR RatingQ 1000 469.14 0 3.41 0
7089 1200 cfs EX RatingQ 1200 469.26 3.6
7089 1200 cfs PR RatingQ 1200 469.26 0 3.6 0
7089 1400 cfs EX RatingQ 1400 469.37 3.79
7089 1400 cfs PR RatingQ 1400 469.37 0 3.79 0
7089 1600 cfs EX RatingQ 1600 469.46 4
7089 1600 cfs PR RatingQ 1600 469.46 0 4 0
7089 1800 cfs EX RatingQ 1800 469.55 4.17
7089 1800 cfs PR RatingQ 1800 469.55 0 4.17 0
7089 2000 cfs EX RatingQ 2000 469.63 4.33
7089 2000 f PR R ti Q 2000 469 63 0 4 33 07089 2000 cfs PR RatingQ 2000 469.63 0 4.33 0
6982 50 cfs EX RatingQ 50 466.86 2.89
6982 50 cfs PR RatingQ 50 466.86 0 2.89 0
6982 100 cfs EX RatingQ 100 467.26 3.58
6982 100 cfs PR RatingQ 100 467.26 0 3.58 0
6982 200 cfs EX RatingQ 200 467.78 4.69
6982 200 cfs PR RatingQ 200 467.78 0 4.69 0
6982 300 cfs EX RatingQ 300 468.25 3.63
6982 300 cfs PR RatingQ 300 468.25 0 3.63 0
6982 400 cfs EX RatingQ 400 468.6 2.42
6982 400 cfs PR RatingQ 400 468.6 0 2.42 0
6982 500 cfs EX RatingQ 500 468.59 3.02
6982 500 cfs PR RatingQ 500 468.59 0 3.02 0
6982 600 cfs EX RatingQ 600 468.7 3.04
6982 600 cfs PR RatingQ 600 468.7 0 3.04 0
6982 800 cfs EX RatingQ 800 468.84 3.33
6982 800 cfs PR RatingQ 800 468.84 0 3.33 0
6982 1000 cfs EX RatingQ 1000 468.95 3.62
6982 1000 cfs PR RatingQ 1000 468.95 0 3.62 0
6982 1200 cfs EX RatingQ 1200 469.06 3.8
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 19 of 22
Page 213
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
6982 1200 cfs PR RatingQ 1200 469.06 0 3.8 0
6982 1400 cfs EX RatingQ 1400 469.15 4.02
6982 1400 cfs PR RatingQ 1400 469.15 0 4.02 0
6982 1600 cfs EX RatingQ 1600 469.22 4.31
6982 1600 cfs PR RatingQ 1600 469.22 0 4.31 0
6982 1800 cfs EX RatingQ 1800 469.29 4.5
6982 1800 cfs PR RatingQ 1800 469.29 0 4.5 0
6982 2000 cfs EX RatingQ 2000 469.37 4.69
6982 2000 cfs PR RatingQ 2000 469.37 0 4.69 0
6885 50 cfs EX RatingQ 50 466.21 2.8
6885 50 cfs PR RatingQ 50 466.21 0 2.8 0
6885 100 cfs EX RatingQ 100 466.66 3.46
6885 100 cfs PR RatingQ 100 466.66 0 3.46 0
6885 200 cfs EX RatingQ 200 467.19 4.47
6885 200 cfs PR RatingQ 200 467.19 0 4.47 0
6885 300 cfs EX RatingQ 300 467.59 5.17
6885 300 cfs PR RatingQ 300 467.59 0 5.17 0
6885 400 cfs EX RatingQ 400 467.93 5.72
6885 400 cfs PR RatingQ 400 467.93 0 5.72 0
6885 500 cfs EX RatingQ 500 468.4 3.43
6885 500 cfs PR RatingQ 500 468.4 0 3.43 0
6885 600 cfs EX RatingQ 600 468.31 4.85
6885 600 f PR R ti Q 600 468 31 0 4 85 06885 600 cfs PR RatingQ 600 468.31 0 4.85 0
6885 800 cfs EX RatingQ 800 468.41 5.35
6885 800 cfs PR RatingQ 800 468.41 0 5.35 0
6885 1000 cfs EX RatingQ 1000 468.51 5.62
6885 1000 cfs PR RatingQ 1000 468.51 0 5.62 0
6885 1200 cfs EX RatingQ 1200 468.56 6.22
6885 1200 cfs PR RatingQ 1200 468.56 0 6.22 0
6885 1400 cfs EX RatingQ 1400 468.62 6.53
6885 1400 cfs PR RatingQ 1400 468.62 0 6.53 0
6885 1600 cfs EX RatingQ 1600 468.75 6.23
6885 1600 cfs PR RatingQ 1600 468.75 0 6.23 0
6885 1800 cfs EX RatingQ 1800 468.81 6.42
6885 1800 cfs PR RatingQ 1800 468.81 0 6.42 0
6885 2000 cfs EX RatingQ 2000 468.89 6.46
6885 2000 cfs PR RatingQ 2000 468.89 0 6.46 0
6800 50 cfs EX RatingQ 50 465.7 2.8
6800 50 cfs PR RatingQ 50 465.7 0 2.8 0
6800 100 cfs EX RatingQ 100 466.15 3.46
6800 100 cfs PR RatingQ 100 466.15 0 3.46 0
6800 200 cfs EX RatingQ 200 466.68 4.47
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 20 of 22
Page 214
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
6800 200 cfs PR RatingQ 200 466.68 0 4.47 0
6800 300 cfs EX RatingQ 300 467.08 5.17
6800 300 cfs PR RatingQ 300 467.08 0 5.17 0
6800 400 cfs EX RatingQ 400 467.42 5.72
6800 400 cfs PR RatingQ 400 467.42 0 5.72 0
6800 500 cfs EX RatingQ 500 467.45 7.03
6800 500 cfs PR RatingQ 500 467.45 0 7.03 0
6800 600 cfs EX RatingQ 600 467.85 4.84
6800 600 cfs PR RatingQ 600 467.85 0 4.84 0
6800 800 cfs EX RatingQ 800 467.95 5.37
6800 800 cfs PR RatingQ 800 467.95 0 5.37 0
6800 1000 cfs EX RatingQ 1000 468.07 5.49
6800 1000 cfs PR RatingQ 1000 468.07 0 5.49 0
6800 1200 cfs EX RatingQ 1200 468.1 6.19
6800 1200 cfs PR RatingQ 1200 468.1 0 6.19 0
6800 1400 cfs EX RatingQ 1400 468.19 6.3
6800 1400 cfs PR RatingQ 1400 468.19 0 6.3 0
6800 1600 cfs EX RatingQ 1600 468.22 6.86
6800 1600 cfs PR RatingQ 1600 468.22 0 6.86 0
6800 1800 cfs EX RatingQ 1800 468.3 6.91
6800 1800 cfs PR RatingQ 1800 468.3 0 6.91 0
6800 2000 cfs EX RatingQ 2000 468.36 7.15
6800 2000 cfs PR RatingQ 2000 468.36 0 7.15 0
6700 50 cfs EX RatingQ 50 465.1 2.8
6700 50 cfs PR RatingQ 50 465.1 0 2.8 0
6700 100 cfs EX RatingQ 100 465.55 3.46
6700 100 cfs PR RatingQ 100 465.55 0 3.46 0
6700 200 cfs EX RatingQ 200 466.08 4.47
6700 200 cfs PR RatingQ 200 466.08 0 4.47 0
6700 300 cfs EX RatingQ 300 466.48 5.17
6700 300 cfs PR RatingQ 300 466.48 0 5.17 0
6700 400 cfs EX RatingQ 400 466.82 5.72
6700 400 cfs PR RatingQ 400 466.82 0 5.72 0
6700 500 cfs EX RatingQ 500 467.11 5.28
6700 500 cfs PR RatingQ 500 467.11 0 5.28 0
6700 600 cfs EX RatingQ 600 467.25 4.84
6700 600 cfs PR RatingQ 600 467.25 0 4.84 0
6700 800 cfs EX RatingQ 800 467.35 5.37
6700 800 cfs PR RatingQ 800 467.35 0 5.37 0
6700 1000 cfs EX RatingQ 1000 467.47 5.49
6700 1000 cfs PR RatingQ 1000 467.47 0 5.49 0
6700 1200 cfs EX RatingQ 1200 467.5 6.19
6700 1200 cfs PR RatingQ 1200 467.5 0 6.19 0
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 21 of 22
Page 215
River Sta Profile Plan Q Total W.S. Elev Delta W.S. Vel Chnl Delta Vel
(cfs) (ft) (ft) (ft/s) (ft/s)
6700 1400 cfs EX RatingQ 1400 467.59 6.31
6700 1400 cfs PR RatingQ 1400 467.59 0 6.31 0
6700 1600 cfs EX RatingQ 1600 467.62 6.86
6700 1600 cfs PR RatingQ 1600 467.62 0 6.86 0
6700 1800 cfs EX RatingQ 1800 467.7 6.91
6700 1800 cfs PR RatingQ 1800 467.7 0 6.91 0
6700 2000 cfs EX RatingQ 2000 467.76 7.14
6700 2000 cfs PR RatingQ 2000 467.76 0 7.14 0
6600 50 cfs EX RatingQ 50 464.5 2.8
6600 50 cfs PR RatingQ 50 464.5 0 2.8 0
6600 100 cfs EX RatingQ 100 464.95 3.46
6600 100 cfs PR RatingQ 100 464.95 0 3.46 0
6600 200 cfs EX RatingQ 200 465.48 4.47
6600 200 cfs PR RatingQ 200 465.48 0 4.47 0
6600 300 cfs EX RatingQ 300 465.88 5.17
6600 300 cfs PR RatingQ 300 465.88 0 5.17 0
6600 400 cfs EX RatingQ 400 466.22 5.73
6600 400 cfs PR RatingQ 400 466.22 0 5.73 0
6600 500 cfs EX RatingQ 500 466.43 6.07
6600 500 cfs PR RatingQ 500 466.43 0 6.07 0
6600 600 cfs EX RatingQ 600 466.65 4.84
6600 600 cfs PR RatingQ 600 466.65 0 4.84 0
6600 800 f EX R ti Q 800 466 75 5 376600 800 cfs EX RatingQ 800 466.75 5.37
6600 800 cfs PR RatingQ 800 466.75 0 5.37 0
6600 1000 cfs EX RatingQ 1000 466.87 5.49
6600 1000 cfs PR RatingQ 1000 466.87 0 5.49 0
6600 1200 cfs EX RatingQ 1200 466.9 6.19
6600 1200 cfs PR RatingQ 1200 466.9 0 6.19 0
6600 1400 cfs EX RatingQ 1400 466.99 6.31
6600 1400 cfs PR RatingQ 1400 466.99 0 6.31 0
6600 1600 cfs EX RatingQ 1600 467.02 6.86
6600 1600 cfs PR RatingQ 1600 467.02 0 6.86 0
6600 1800 cfs EX RatingQ 1800 467.1 6.91
6600 1800 cfs PR RatingQ 1800 467.1 0 6.91 0
6600 2000 cfs EX RatingQ 2000 467.16 7.14
6600 2000 cfs PR RatingQ 2000 467.16 0 7.14 0
EXISTING VS PROPOSED (Rating Q's) 4/18/2013 Page 22 of 22