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May 1, 2001
Microscale Loose-Bed Hydraulic Models
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VIEW THE REPLYAuthors: Roger A. Gaines and Stephen T. MaynordAuthor Affiliations
Publication: Journal of Hydraulic Engineering
Volume 127, Issue 5
0733-9429(2001)127:5(335)/asset/c874be7b-a0fe-453d-ab04-6d76a6b48303/assets/(asce)0733-9429(2001)127:5(335).fp.png)
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References
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Blench, T. ( 1957). Regime behavior of canals and rivers, Butterworth's, London.
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Davinroy, R. D. ( 1994). “Physical sediment modeling of the Mississippi River on a micro scale.” MS thesis, University of Missouri-Rolla, Rolla, Mo.
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Falvey, H. T. ( 1999). “Discussion of `River Replication' by Rob Davinroy.” Civ. Engrg., ASCE, 69(7), 60–63.
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Franco, J. J. ( 1978). “Guidelines for the design, adjustment, and operation of models for the study of river sedimentation problems.” Instruction Rep. H-78-1, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
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Ippen, A. T. ( 1968). “Hydraulic scale models.” Osborne Reynolds Centenary Symp. Proc., Osborne Reynolds and Engineering Science, University of Manchester, U.K., 199–224.
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Parker, G., and Wilcock, P. R. (1993). “Sediment feed and recirculation flumes: Fundamental difference.”J. Hydr. Engrg., ASCE, 119(11), 1192–1204.
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Vollmers, H. J. ( 1989). “The state of art of physical modelling of sediment transport.” Proc., Int Symp. on Sediment Transport Modeling, ASCE, New York, 7–12.
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Journal of Hydraulic Engineering
Volume 127 • Issue 5 • May 2001
Pages: 335 - 338
History
Published online: May 1, 2001
Published in print: May 2001
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Roger A. Gaines
Research Civil Engineer U.S. Army Corps of Engineers, Memphis District Memphis, TN [email protected]
Stephen T. Maynord
Research Hydraulic Engineer U.S. Engineer Research Lab Vicksburg, [email protected]
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