Chapter
May 6, 2013
Appendix C
Sediment Transport Scaling for Physical Models
Publication: Sedimentation Engineering: Processes, Measurements, Modeling, and Practice
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REFERENCES
R. L. Albrook Hydraulic Laboratory and International Engineering Company, Inc., (Albrook). (1959). Oxbow hydroelectric development, Idaho spillway with fuse plug control, model studies of fuse plug washout, Washington State College, Pullman, Wash.
Carlson, E. J. (1970). “Laboratory and field investigations of sediment control structures at diversion dams.” International Commission on Irrigation and Drainage, Ninth Congress.
Kamphuis, J. W. (1974). “Determination of sand roughness for fixed beds.” Journal of Hydraulic Research 12(2), 193–203.
Kobus, H. (1980). “Hydraulic Modeling.” Bulletin 7, German Association for Water Resources and Land Improvement, Verlag Paul Parey, Hamburg, Germany.
Pugh, C. A. (1985). “Hydraulic model studies of fuse plug embankments.” REC-ERC-85-7, U.S. Bureau of Reclamation, Denver, Colo.
Pugh, C. A., and Dodge, R. A. (1991). “Design of sediment models,” Fifth Federal Interagency Sedimentation Conference.
Rouse, H. (1948) Elementary mechanics of fluids. Wiley, London, 201–203.
Vanoni, Vito A. (1975). “Sedimentation engineering.” Manual No. 54, ASCE Task Committee for Preparation of the Manual on Sedimentation of the Sedimentation Committee of the Hydraulics Division, ASCE, New York.
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© 2008 American Society of Civil Engineers.
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Published online: May 6, 2013
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Clifford A. Pugh
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