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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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Page 1: 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

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

Page 2: 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

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

Page 3: 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

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

Page 4: 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

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

Page 5: 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

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

Page 6: 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

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

gathering and maintaining the data needed. and comoleting and reviewing the collection of ,ntormaton Send comments regardlng this b.,den estimate or an, other aspet of ths

collectiOn of informatiOn, including suggestlons for reduinlg this burden to Washington meadQuarsers Serices. Directorate for Information Operations and Repors, 1215 efferfson

ODavs High•ay. Suite 1204. Arlington. VA 22202-4302 and tm th. Office of Manaigement and Budgetr Paperwork Reduction Project (0704-0188). Wasn-gton, CC 20503

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

Long Creek

17. SECURITY CLASSIFICATION 10. SECURITY CLASSIFICATION 19. SECURITY CLASSIFICATION 20. LIMITATION OF ABSTRACT

OF REPORT OF THIS PAGE OF ABSTRACT

UNCLASSIFIED UNCLASSIFIED I INSN 7540-01-280-5500 Standard Form 298 (Rev 2-89)

Prillc•bed bv ANSI Std 21.9182198102