DISCUSSIONS AND CLOSURES
Jul 1, 1999

Discussions and Closure: Pickup Probability for Sediment Entrainment

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Publication: Journal of Hydraulic Engineering
Volume 125, Issue 7
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References

1.
Laursen, E. M. (1958). “The total sediment load of streams.” J. Hydr. Div., ASCE, 84(2).
2.
Laursen, E. M. (1960). “Discussion of ‘Application of the Modified Einstein Procedure for Computation of Total Sediment Load,’ by Schroeder and Hembree.” Trans. AGU, 125.
3.
Balakrishnan, M. (1997). PhD dissertation, Dept. of Mech. Engrg., Virginia Polytechnic Institute and State University, Blacksburg, Va.
4.
Cao, Z. (1997). “Turbulent bursting-based sediment entrainment function.” J. Hydr. Engrg., ASCE, 123(3), 233–238.
5.
Clifford, N. J., McClatchey, J., and French, J. R. (1991). “Measurements of turbulence in the benthic boundary layer over a gravel bed and comparison between acoustic measurements and predictions of the bedload transport of marine gravels.” Sedimentology, 38, 161–171.
6.
Coleman, N. L. (1967). “A theoretical and experimental study of drag and lift forces acting on a sphere resting on hypothetical stream bed.” Presented at 12th Congr., International Association for Hydraulics Research, Delft, The Netherlands.
7.
Gessler, J. (1965). “The beginning of bedload movement of mixtures investigated as natural armoring channels,” PhD thesis, Swiss Federal Institute of Technology.
8.
Jain, S. (1991). “Note on lag in bedload discharge.” J. Hydr. Engrg., ASCE, 118(6), 904–915.
9.
Ling, C. H. (1995). “Criteria for the incipient motion of spherical sediment particles.” J. Hydr. Engrg., ASCE, 121(6), 472–478.
10.
Naden, P. (1987). “An erosion criteria for gravel-bed rivers.” Earth Surface Processes Landforms, 12, 83–93.
11.
Neill, C. R., and Yalin, M. S. (1969). “Qualitative definition of beginning of bed movement.” J. Hydr. Div., ASCE, 95(1), 585–587.
12.
Nelson, J., Shreve, R. L., McLean, S. R., and Drake, T. G. (1995). “Role of near-bed turbulence structure in bed load transport and bed form mechanics.” Water Resour. Res., 31(8), 2071–2086.
13.
Papanicolaou, A. (1997). “The role of turbulence on the initiation of sediment motion,” PhD dissertation, Dept. of Civ. Engrg., Virginia Polytechnic Institute and State University, Blacksburg, Va.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 125Issue 7July 1999
Pages: 786 - 789

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Published online: Jul 1, 1999
Published in print: Jul 1999

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Authors

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Emmett M. Laursen, Life Member, ASCE
Prof. Emeritus, Dept. of Civ. Engrg. and Engrg. Mech., Univ. of Arizona, Tucson, AZ 85721.
Athanasios N. Papanicolaou
Asst. Prof., Dept. of Civ. Engrg., Washington State University, Pullman, WA 99163-2910.
Nian-Sheng Cheng
Res. Scholar, School of Civ. and Struct. Engrg., Nanyang Technol. Univ., Nanyang Ave., Singapore 639798.
Yee-Meng Chiew
Sr. Lect., School of Civ. and Struct. Engrg., Nanyang Technol. Univ., Nanyang Ave., Singapore 639798.

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