Technical Report HL-93-3 May 1993 AD-A267 554 US Army Corps III hI of Engineers 1111-li Waterways Experiment Station Demonstration Erosion Control Project Monitoring Program Fiscal Year 1992 Report Volume III: Appendix B Long Creek Watershed Profiles and Cross Sections by Terry N. Waller, Lisa C. Hubbard Hydraulics Laboratory Approved For Public Release; Distribution Is Unlimited 4,1- 93-17446 ' T" 93 8 3 151 Prepared for U.S. Army Engineer District, Vicksburg
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Appendix B Long Creek Watershed Profiles and Cross Sections · Volume III: Appendix B Long Creek Watershed Profiles and Cross Sections by Terry N. Waller, Lisa C. Hubbard Hydraulics
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Technical Report HL-93-3May 1993
AD-A267 554US Army Corps III hIof Engineers 1111-liWaterways ExperimentStation
Demonstration Erosion Control
Project Monitoring Program
Fiscal Year 1992 Report
Volume III: Appendix BLong Creek WatershedProfiles and Cross Sections
by Terry N. Waller, Lisa C. HubbardHydraulics Laboratory
Approved For Public Release; Distribution Is Unlimited
4,1-
93-17446 ' T"
93 8 3 151Prepared for U.S. Army Engineer District, Vicksburg
The contents of this report are not to be used for advertising,publication, or promotional purposes. Citation of trade namesdoes not constitute an official endorsement or approval of the useof such commercial products.
'Lj PRIINTED ON RECYCLED PAPER
Technical Report HL-93-3May 1993
Demonstration Erosion Control
Project Monitoring Program
Fiscal Year 1992 Report
Volume II: Appendix BLong Creek WatershedProfiles and Cross Sections
by Terry N. Waller, Lisa C. Hubbard
Hydraulics Laboratory
U.S. Army Corps of EngineersWaterways Experiment Station3909 Halls Ferry RoadVicksburg, MS 39180-6199
Final report
Approved for public release; distribution is unlimited
Prepared for U.S. Army Engineer District, Vicksburg3550 1-20 Frontage RoadVicksburg, MS 39180-5191
US Army Corpsof EngineersWaterways Experiment N
- /
Wtaterway ExeietSainCtlgn-nPbicFationat
tionsTby Ter.WrU.S. ARMY ENGINEER
HEADQUARTERRSNTSTAIOBUISULDINGI.q;PI3tl0-1
KAIN LABORATORYROA
WI•4•ATERWATYSk EXEWN STATION
WallerG TerryM 398.9
District, Vicksburg.108 p. • ill. ; 28 cm. -- (Technical report ; HL-93-3, v. 3, app. B)1. Channels (Hydraulic engineering) -- Mississippi -- Long Creek Watershed
District. 2. Channels (Hydraulic engineering) -- Mississippi -- Statistics. 3.Long Creek Watershed District (Miss.) I. Hubbard, Lisa C. I1. United States.Army. Corps of Engineers. Vicksburg District, Ill. U.S. Army Engineer Water-ways Experiment Station. IV. Title: Long Creek Watershed •profiles and crosssections. V. Title. VI. Series: Technical report (U.S. Army Engineer Water-ways Experiment Station) ; HL-93-3, v. 3, app. B.TA7 W34 no.HL-93-3 v.3 app.B
Appendix BLong Creek Watershed Profilesand Cross Sections
Channel Profiles
Comparisons of channel profiles in the Long Creek watershed from 1985and 1991 are shown in Plates B1-B19. The following channels are representedin these profile plots:
Creek [ Plate
Bobo B1
Caney B2. B3
Goodwin B4. B5
Goodwin Tributary #2 B6
Goodwin Tributary #3 B7
Goodwin Tributary #4 B8
Goodwin Tributary #4E B9
Hurt B10, B11
Johnson B12-B14
Long B15, B16
Peters B17, B18
Pope Tributary B19
Channel Cross Sections
Comparisons of channel cross sections in the Long Creek watershed from1985 and 1991 are shown in Plates B20-B103. The following channels arerepresented in these cross-section plots:
Appendix B Long Creek Watershed Profiles and Cross Sections B1
Creek [Plate
Bobo 820-827
Ciney B28-B41
Hurt B42-B49
Johnson B50-B71
Long B72-B88
Peters B89-B103
B2 Appendix B Long Creek Watershed Profiles and Cross Sections
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Form ApprovedREPORT DOCUMENTATION PAGE oMS No0704-0188
Pubi'c redorning burden for this Collecton of information i$ estitmted to average 1 hour or response, rncluilng the time tot reviewing instructions. searchnn" extstnq data sources
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1. AGENCY USE ONLY (Leave blank) 2. REPORT DATE I 3. REPORT TYPE AND DATES COVERED
May 1993 Final Report
4. TITLE AND SUBTITLE 5. FUNDING NUMBERS
emonstration Erosion Control Project Monitoring Program,iscal Year 1992 Report; Volume III: Appendix B, Long Creek
Fatershed Profiles and Cross Sections6. AUTHOR(S)
Terry N. Waller, Lisa C. Hubbard
7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) 8. PERFORMING ORGANIZATIONREPORT NUMBER
U.S. Army Engineer Waterways Experiment Station Technical ReportHydraulics Laboratory HL-93-33909 Halls Ferry Road, Vicksburg, MS 39180-6199
9. SPONSORING / MONITORING AGENCY NAME(S) AND ADDRESS(ES) 10. SPONSORING/ MONITORINGAGENCY REPORT NUMBER
U.S. Army Engineer District, Vicksburg3550 1-20 Frontage RoadVicksburg, Mississippi 39180-5191
11. SUPPLEMENTARY NOTES
e main text and Appendixes A-F were published under separate cover and are available from National TechnicalInformation Service, 5285 Port Royal Road, Springfield, VA 22161.
12a. DISTRIBUTION /AVAILABILITY STATEMENT 12b. DISTRIBUTION CODE
Approved for public release; distribution is unlimited.
13. ABSTRACT (Maximum 200 words)
The purpose of monitoring the Demonstration Erosion Control (DEC) Project is to evaluate and documentwatershed response to the implemented DEC Project. Documentation of watershed responses to DEC Projectfeatures will allow the participating agencies a unique opportuntity to determine the effectiveness of existing designguidance for erosion and flood control in small watersheds. The monitoring program includes 11 technical areas:stream gaging, data collection and data management, hydraulic performance of structures, channel response,hydrology, upland watersheds, reservoir sedimentation, environmental aspects, bank stability, design tools, andtechnology transfer.
Appendix B documents the channel cross-section and profile data used in the detailed geomorphicassessment for the Long Creek watershed that is presented in Volume I of this report.
4. SUBJECT TERMS 15. NUMBER OF PAGESJhanne cross sections 108Channel profiles 16. PRICE CODE