Discussion of “Analytical Solutions for Estimating Effective Discharge” by Peter Goodwin
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VIEW THE ORIGINAL ARTICLEAuthors: Asif Quader [email protected], Yiping Guo [email protected], and Tai Bui [email protected]Author Affiliations
Publication: Journal of Hydraulic Engineering
Volume 132, Issue 1
0733-9429(2006)132:1(112)/asset/39eecf74-c478-49e2-a6de-5999cff21f17/assets/(asce)0733-9429(2006)132:1(112).fp.png)
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References
Brownlie, W. R. (1981). “Prediction of flow depth and sediment discharge in open channel.” Rep. No. KH-R-43A, W. M. Keck Laboratory of Hydraulics and Water Resources, California Inst. of Technology, Pasadena, Calif., 232.
Chang, H. H. (1988). Fluvial processes in river engineering, Krieger, Melbourne, Fla.
Klamt, R., Otis, P., Seymour, G., and Blatt, F. (2000). “Review of Russian River water quality objectives for protection of salmonid species listed under the Federal Endangered Species Act.” Prepared by Regional Water Quality Control Board, Santa Rosa, Calif.
Nash, D. B. (1994). “Effective sediment-transporting discharge from magnitude-frequency analysis.” J. Geol., 102, 79–95.
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Journal of Hydraulic Engineering
Volume 132 • Issue 1 • January 2006
Pages: 112 - 113
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© 2006 ASCE.
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Published online: Jan 1, 2006
Published in print: Jan 2006
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Note. Associate Editor:
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Research Assistant, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada. E-mail: [email protected]
Assistant Professor, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada. E-mail: [email protected]
Vice-President, Weslake, Inc., Consulting Civil Engineers, Municipal and Environmental Planners, Hamilton, ON, Canada. E-mail: [email protected]
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