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References: Erosion and Sediment Transport
Ackers, P. and W.R. White. 1973. "Sediment Transport: New Approach and Analysis." Journal of the Hydraulics Division, vol 99, no HY11, pp 2040-2060.
Breault, R.F., K.P. Smith, and J.R. Sorenson. 2005. Residential Street-dirt Accumulation Rates and Chemical Composition, and Removal Efficiencies by Mechanical- and Vacuum-type Sweepers, New Bedford, Massachusetts, 2003-04. U.S. Geological Survey, Scientific Investigations Report 2005-5184.
Brune, G.M. 1953, Trap Efficiency of Reservoir, Am. geophys. Union Trans. 34(3), 407-417
Chen, C.N. 1975. "Design of Sediment Retention Basins." Proceedings of the National Symposium on Urban Hydrology and Sediment Control, pp 285-298.
Copeland, R.R. and W.A. Thomas. 1989. Corte Madera Creek Sedimentation Study, Numerical Model Investigation. U.S. Army Corps of Engineers, Waterways Experiment Station, Technical Report HL-89-6.
Engelund, F. and E. Hansen. 1967. A Monograph on Sediment Transport in Alluvial Streams. Danish Technical University, Hydraulics Laboratory.
Fischer, H.B., E.J. List, R.C.Y. Koh, J. Imberger, and N.H. Brooks. 1979. Mixing in Inland and Coastal Waters. Academic Press, San Diego.
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Gatwood, E., Pederson, J. and Casey, K. 2000. Los Angeles district method for prediction of debris yields. U.S. Army Corps of Engineers, Los Angeles District.
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Interagency Committee. 1957. Some Fundamentals of Particle Size Analysis: A Study of Methods Used in Measurement and Analysis of Sediment Loads in Streams. Interagency Committee on Water Resources, Subcommittee on Sedimentation, St. Anthony Falls Hydraulic Laboratory, Minneapolis, Minnesota.
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Krone, R.B. 1962. Flume Studies of the Transport of Sediment in Estuarial Shoaling Processes. Hydrologic Engineering Laboratory, University of California, Berkeley.
Laursen, E.M. 1958. "The Total Sediment Load of Streams." Journal of the Hydraulics Division, vol 84, no HY1, pp 1-36
Meyer-Peter, E. and R. Müller. 1948. "Formulas for Bed-Load Transport." Proceedings of the 2nd Meeting of the International Association for Hydraulic Research, pp 39-64.
Pak, J.H. and Lee, J.J. 2008. A statistical sediment yield prediction model incorporating the effect of fires and subsequent storm events. J. Am. Water Resour. Assoc. 44 (3), 689–699.
Pak, J.H. and Lee, J.H. 2012. A Hyper-concentration Sediment Yield Prediction Model Using Sediment Delivery Ration for Large Watersheds. KSCE Journal of Civil Engineering (2012) 16(5):883-891.
Parthenaides, E. 1962. A Study of Erosion and Deposition of Cohesive Soils in Salt Water. PhD Dissertation, University of California, Berkeley.
Rubey, W.W. 1933. "Settling Velocities of Gravel, Sand, and Silt Particles." American Journal of Science 5th Series, vol 25, no 148, pp 325-338.
Toffaleti, F.B. 1968. A Procedure for Computation of Total River Sand Discharge and Detailed Distribution, Bed to Surface. U.S. Army Corps of Engineers, Committee on Channel Stabilization, Technical Report 5.
Van Rijn, L.C. 1993. Principles of Sediment Transport in Rivers, Estuaries, Coastal Seas and Oceans. International Institute for Infrastructural, Hydraulic, and Environmental Engineering, Delft, Netherlands.
Wilcock, P.R. and J.C. Crowe. 2003. "Surface-based Transport Model for Mixes-Size Sediment." Journal of Hydraulic Engineering, vol 129, no 2, pp 120-128.
Williams, J.R. 1975. "Sediment-yield Prediction with Universal Equation Using Runoff Energy Factor." In Present and Prospective Technology for Predicting Sediment Yield and Sources: Proceedings of the Sediment Yield Workshop. USDA Sedimentation Laboratory, Oxford, Mississippi.
Yang, C.T. 1984. "Unit Stream Power Equatioin for Gravel." Journal of the Hydraulics Division, vol 110, no 12, pp 1783-1797.