APPENDIX A BIBLIOGRAPHY

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1 EM Dec 89 APPENDIX A BIBLIOGRAPHY 1. Amad, Mushtag "Experiments on Design and Behavior of Spur Dikes," Proceedings, Minnesota International Hydraulics Convention, International Association of Hydraulics Research, Minneapolis, Minn. 2. ASCE Manual "Sedimentation Engineering," Vito A. Vanoni, Ed., ASCE Task Committee, American Society of Civil Engineers, New York. 3. ASCE Manual "Hydraulic Models," American Society of Civil Engineers, New York. 4. Ables, J. H., Jr., and Boyd, M. B "Low-Water Weirs on Boeuf and Tensas Rivers, etc," T.R. H-69-13, US Army Engineer Waterways Experiment Station, Vicksburg, Miss. 5. Anderson, Henry W "Relative Contribution of Sediment from Source Areas and Transport Processes," Sediment Yield Workshop, USDA Sedimentation Laboratory, Oxford, Miss. 6. Anderson, Henry W "Suspended Sediment Discharge as Related to the Stream Flow, Topography, Soil and Land Use," American Geophysical Union, Vol 35, No Anderson, Henry W "Principle Components Analysis of Watershed Variables Affecting Major Sediment Discharge After a Major Flood," International Association of Scientific Hydrology, Publication Borland, W. M "Reservoir Sedimentation," River Mechanics, H. W. Shen, Ed., Water Resources Publications, ch 29, pp Brown, C. B "Sedimentation," Engineering Hydraulics, Hunter Rouse, Ed., Proceedings of the Fourth Hydraulics Conference, Iowa Institute of Hydraulic Research. 10. Brune, G. M "Trap Efficiency of Reservoirs," American Geophysical Union, Vol 34, No Burrell, G. N "Constant-Factor Method Aids Computation of Reservoir Sediment," Civil Engr. Vol 21, pp Campbell, F. B., and Bauder, H. A., "A Rating Curve Method for Determining Silt Discharge of Streams," Transactions, American Geophysical Union, Part 2, Washington, D.C., 1940, pp Churchill, M. A Discussion of "Analysis and Use of Reservoir Sedimentation Data," by L. C. Gottschalk, pp , Proceedings of the Federal Inter-Agency Sedimentation Conference, Denver, Colo. A-1

2 EM Change 1 31 Oct Colby, B. R Discussion of Sediment Transportation Mechanics: Introduction and Properties of Sediment, Progress Report by the Task Committee on Preparation of Sedimentation Manual of the Committee on Sedimentation of the Hydraulics Division, Vito A. Vanoni, Chmn., Journal of the Hydraulics Division, ASCE, Vol. 89, No. Hyd, Proc. Paper 3405, pp Davis, C. V., ed Handbook of Applied Hydraulics, 2nd. ed., McGraw-Hill, New York. * 16. Dendy, F. E Sediment Trap Efficiency of Small Reservoirs, Transactions, ASAE (American Society of Agricultural Engineers), Vol 17, No. 5, pp and 908, * 17. Dendy, F. E., and Bolton, G. C Sediment Yield - Runoff - Drainage Area Relationships in the United States, Journal of Soil and Water Conservation. 18. Dyhouse, G. R Sediment Analysis for Urbanizing Watersheds, ASCE Hydraulics Journal. 19. Eakin, H. M. (ref. C. B. Brown) Silting of Reservoirs, U.S. Dept. of Agriculture Technical Bulletin 524, p Friedkin, J. F A Laboratory Study of the Meandering of Alluvial Rivers, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss. 21. Guy, Harold P., and Norman, Vernon W Field Methods for Measurement of Fluvial Sediment, Book 3, Chapter C2, Techniques of Water-Resources Investigation of the United States Geological Survey. 22. HEC Hydrologic Frequency Analysis, IHD Vol 3, A United States Contribution to the International Hydrological Decade, The Hydrologic Engineering Center, U.S. Army Corps of Engineers, Davis, Calif. 23. HEC Sediment Transport in the Bear Creek Basin, Merced County, California, Special Projects Memo No. 81-3, The Hydrologic Engineering Center, U.S. Army Corps of Engineers, Davis, Calif. 24. HEC-6, Generalized Computer Program Scout and Deposition in Rivers and Reservoirs, Users Manual, The Hydrologic Engineering Center, U.S. Army Corps of Engineers, Davis, Calif. 25. HEC L7520, Generalized Computer Program Storage, Treatment, Overflow, Runoff, Model, Users Manual, The Hydrologic Engineering Center, U.S. Army Corps of Engineers, Davis, Calif. 26. HEC, Training Document No Guidelines for the Calibration and Application of Computer Program HEC-6, The Hydrologic Engineering Center, U.S. Army Corps of Engineers, Davis, Calif. A-2

3 ~ E Heinemann, H. G., and Dvorak, V. I Improved Volumetric Survey and Computation Procedures for Small Reservoirs, from Proceedings of the Federal Inter-Agency Sedimentation Conference, 1963, pp , Prepared by Agricultural Research Service, U. S. Department of Agriculture, Heinemann, H. G., and Rausch, D. L Discussion of Sediment Measurement Techniques: B. Reservoir Deposits, by the Task Committee on Preparation of Sedimentation Manual, Committee on Sedimentation of the Hydraulics Division, Vito A. Vanoni, Chmn, Journal of the Hydraulics Division, ASCE, Vol 97, No. HY 9, Proc. Paper 8345, pp Hill, A. L Rates of Sediment Production in the Kansas City District, Report of Kansas City District, US Army Corps of Engineers, Kansas City, Missouri. Hobbs, Brice L Forecasting Distribution of Sediment Deposits in Large Reservoirs, Appendix I, ETL , Department of the Army, Office of the Chief of Engineers, Lane, E. W The Importance of Fluvial Morphology in Hydraulic Engineering, ASCE Proceedings Separate 745. Lara, J. M Revision of the Procedure to Compute Sediment Distribution in Large Reservoirs, US Bureau of Reclamation, Denver, Colo. Lara, J. M., and Pemberton, E. L Initial Unit Weight of Deposited Sediments, Proceedings of the Federal Inter-Agency Sedimentation Conference, 1963, Miscellaneous Publication No. 970, us Dept. of Agriculture, pp Leopold, L. B., and Maddock, T., Jr The Hydraulic Geometry of Stream Channels and Some Physiographic Implications, Professional Paper No. 252, United States Geological Survey, Washington, D.C. Leopold, L. B., Wolman, M. G., and Miller, J. P Fluvial Processes in Geomorphology, W. H. Freeman and Company, San Francisco. Laursen, Emmett M Scour at Bridge Crossings, Transactions, ASCE, Paper No. 3294, Vol 127, Part I, pp Li, Rub-Ming. 1980, Water and Sediment Routing, SCS short course. Liu, H. K., Chang, F. M., and Skinner, M. M Effect of Bridge Construction on Scour and Backwater, Report No. CER60-HKL22, Dept of Civil Engineering, Colorado State University, Fort Collins, Colo. Livesey, Robert H Corps of Engineers Method for Predicting Sediment Yield, Sediment Yield Workshop, USDA Sedimentation Laboratory, Oxford, Miss. A-3

4 ~ m Mack, F.U Sediment Yields in the Upper Mississippi River Basin, Seminar on Sediment Transport in Rivers and Reservoirs, Hydrologic Engineering Center, US Army Corps of Engineers, Davis, Calif. Miller, C. R Determination of the Unit Weight of Sediment for Use in Sediment Volume Computations, US Bureau of Reclamation, Denver, Colo. Miller, Carl R Analysis.of Flow Duration/Sediment Rating Curve Method of Computing Sediment Yield, US Bureau of Reclamation, Denver, Colo. Musgrave, G. W The Quantitative Evaluation of the Factors in Water Erosion, A First Approximation, Journal of Soil and Water Conservation, Vol 2, pp Pacific Southwest Inter-Agency Committee Factors Affecting Sediment Yield in Measures for the Reduction of Erosion and Sediment Yield, Report of the Water Management Subcommittee. Piest, R. F., and Bowie, A. J Gully and Streambank Erosion, from Proceedings of the 29th Annual Meeting, Soil Conservation Society of America. Porterfield, G Computation of Fluvial-Sediment Discharge, Chapter 3, Book 3, Techniques of Water-Resources Investigations of the U S Geological Survey, US Government Printing Office, Schumm, S. A The Fluvial System, John Wiley & Sons, New York. Shen H. W Fluvial Geomorphology: Historical Perspective, Fluvial Geomorphology: Channel Adjustment and River Metamorphosis, River Mechanics,, Water Resources Publications, Littleton, Colo. Simons, D. B., and Senturk, F Sediment Transport Technology, Water Resources Publications, Littleton, Colo. Tatum, F. E A New Method of Estimating Debris-Storage Requirements for Debris Basins, USDA-ARS Miscellaneous Publication No Thomas, W. A Mathematical Modeling of Sediment Movement, Gravel Bed Rivers, ed by R. D. Hey, J. C. Bathurst and C. R. Thorne, Wiley & Sons, New York. Thomas, W. A, Sediment Transport, Volume 12, A United States Contribution to the International Hydrological Decade, The Hydrologic Engineering Center, US Army Corps of Engineers, Davis, Calif. Transportation Research Board Design of Sedimentation Basins, National Research Council, Washington, DC, A-4

5 ~ Dec US Army Corps of Engineers Cooperative Stream Gaging Program, ER , US Army Corps of Engineers, US Army Corps of Engineers Engineering and Design - Hydraulic Design of Flood Control Channels, EM , US Army Corps of Engineers, US Army Corps of Engineers Engineering and Design - Notes on Sedimentation Activities, ER luo , US Army Corps of Engineers, US Army Corps of Engineers Hydrologic and Hydraulic Engineering for Survey Investigations, ETL , US Army Corps of Engineers, US Bureau of Reclamation, Sedimentation Section Interim Report, Distribution of Sediment in Resemoirs, Denver, Colo. US Bureau of Reclamation Design of Small Dams, Water Resources Technical Publications, Denver, Colo. US Department of Agriculture Procedure for Determining Rates of Land Damage, Land Depreciation, and Volume of Sediment Produced by Gully Erosion, Technical Release 32, Soil Conservation Service, Washington, DC. US Department of Agriculture. Summary of Reservoir Sediment Deposition Surveys Made in the United States Through 1965, Miscellaneous Pub. 1143, Soil Conservation Service, US Department of Agriculture Procedure- Sediment Storage Requirements for Reservoirs, Release 12 (Revised), Soil Conservation Service, US Department of Agriculture Sediment Deposition in United States Reservoirs, Miscellaneous Pub. 1362, Soil Conservation Service, US Geological Survey National Handbook of Recommended Methods for Water-Data Acquisition, Chapter 3 - Sediment. Waterways Experiment Station Final Report to Congress, Main Report. The Stream bank Erosion Control Evaluation and Demonstration Act of 1974, Section 32, Public Law , US Army Engineer Waterways Experiment Station, Vicksburg, Miss. Waterways Experiment Station Manual for a Conversationally Oriented Real-Time Program-Generating System (CORPS), by H. Wayne Jones, Automatic Data Processing Center, US Army Engineer Waterways Experiment Station, Vicksburg, Miss. A-5

6 EM Dec Waterways Experiment Station Open-Channe 1 Flow and Sedimentation (TABS-2 Users Manual), William A. Thomas and William H. McAnally, Jr., US Army Engineer Waterways Experiment Station, Vicksburg, Miss. Wischmeier and Smith Predicting Rainfall Erosion Losses -- A Guide to Conservation Planning, Agricultural Handbook 537, US Department of Agriculture, Williams, J. R., and Bemdt, H. B Sediment Yield Prediction Based on Watershed Hydrology, ASCE Transactions. Yalin, Selim Theory of Hydraulic Models, MacMillan, London. A-6

Appendix A: References

Appendix A: References Ackers, P., and W. R. White. (1973). "Sediment transport: new approach and analysis," Journal of the Hydraulics Division, American Society of Engineers, Vol 99, No HY11, pp 2041-2060.