DISCUSSIONS AND CLOSURES
Feb 1, 2000
Stable Width and Depth of Gravel-Bed Rivers with Cohesive Banks
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VIEW THE REPLYAuthors: Tai D. Bui, Emmett M. Laursen, and Robert G. MillarAuthor Affiliations
Publication: Journal of Hydraulic Engineering
Volume 126, Issue 2
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References
1.
Chang, H. H. (1988). Fluvial processes in river engineering. Wiley, New York.
2.
Yang, C. T. (1996). Sediment transport. McGraw-Hill, New York.
3.
Parker, G. (1990). “Surface-based bedload transport relation for gravel rivers.”J. Hydr. Res., Delft, The Netherlands, 20(4), 417–436.
4.
Yang, C. T. (1984). “Unit stream power equation for gravel.”J. Hydr. Engrg., ASCE, 110(12), 1783–1797.
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Published online: Feb 1, 2000
Published in print: Feb 2000
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Tai D. Bui
Emmett M. Laursen
Life Member, ASCE
Robert G. Millar
P.E.
Member, ASCE
Consulting Engr., Weslake Inc., 10-120 Lancing Dr., Hamilton, ON, Canada L8W 3A1.
Prof. Emeritus, Dept. of Civ. Engrg. and Engrg. Mech., Univ. of Arizona, Tucson, AZ 85721.
Asst. Prof., Dept. of Civ. Engrg., Univ. of British Columbia, Vancouver, BC, Canada V6T 1Z4.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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