Closure to “Analytical Solutions for Estimating Effective Discharge” by Peter Goodwin
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Volume 132, Issue 1
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References
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Brownlie, W. R. (1981b). “Compilation of alluvial channel data: Laboratory and field.” Rep. No. KH-R-43B, W. M. Keck Laboratory of Hydraulics and Water Resources, California Inst. of Technology, Pasadena, Calif., 209.
Emmett, W. W., and Wolman, M. G. (2001). “Effective discharge and gravel-bed rivers.” Earth Surf. Processes Landforms, 26, 1369–1380.
Knighton, D. (1998). Fluvial forms and processes: A new perspective, Oxford University Press, New York, 383.
Meyer-Peter, E., and Müller, R. (1948). “Formulas for bed-load transport.” Proc., 2nd Meeting of the International Association for Hydraulic Research, Stockholm, Sweden, 39–64.
Thorne, C. R., Harmar, O. P., and Wallerstein, N. (2000). “Sediment transport in the lower Mississippi River.” Project No., W90C2K-9016-ENO1, Univ. of Nottingham, U.K., 53.
Williams, G. P. (1978). “Bankfull discharge of rivers.” Water Resour. Res., 14, 1141–1158.
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Journal of Hydraulic Engineering
Volume 132 • Issue 1 • January 2006
Pages: 114 - 115
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© 2006 ASCE.
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Published online: Jan 1, 2006
Published in print: Jan 2006
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