TECHNICAL PAPERS
Feb 1, 1984

The Principle and Application of Sediment Effective Power

Publication: Journal of Hydraulic Engineering
Volume 110, Issue 2

Abstract

The concept of potential velocity is introduced in this paper to explain the principle of sediment effective power. The writer suggests a method to formulate this principle. On this basis, a new classification of moving sediment in an open channel is suggested and a description of the applications to river sedimentation is presented. The variation of von Karman constant in sediment‐laden flow, the distinction between wash load and bed‐material load, as well as the adequacy of sediment transportation formulas are reviewed.

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References

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Bagnold, R. A., “Auto‐Suspension of Transported Sediment; Turbidity Current,” Proceedings of the Royal Society of London, Series A: Mathematical and Physical Sciences, Vol. 265, No. 1322, 1962, pp. 314–319.
2.
Bagnold, R. A., “Flow of Cohesionless Grains in Fluids,” The Royal Society of London, Philosophy Transactions, Vol. 249, 1956, pp. 235–297.
3.
Beverage, J. P., and Culberson, J. K., “Hyperconcentration of Suspended Sediment,” Journal of the Hydraulics Division, ASCE, Vol. 90, 1964, pp. 117–128.
4.
Chien, N., “Reservoir Sedimentation,” chap. 20, Institute on Fluvial Processes, Colorado State Univ., Fort Collins, Colo., 1982, p. 20–15.
5.
Knapp, R. T., “Energy‐Balance in Stream‐Flows Carrying Suspended Load,” Transactions of the American Geophysical Union, Vol. 9, 1938, pp. 501–505.
6.
Nordin, C. F., Jr., “A Preliminary Study of Sediment Transport Parameter Rio Puerco near Bernardo, New Mexico,” Geological Survey Professional Paper 462‐C, United States Government Printing Office, Washington, D.C., 1963.
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Raynold, J. P., “Characteristics of Density,” Transactions, International Congress on Large Dams, Vol. 4, 1951, pp. 137–161.
8.
Shen, H. W., “Wash Load and Bed Load,” chap. 8, Institute on Fluvial Processes, Colorado State Univ., Fort Collins, Colo., 1982, pp. 8‐1–8‐5.
9.
Wang, S. Y., and Ku, Y. Y., “A Mathematical Model Solution of Sediment Problem on Muddy Estuary,” Journal of Tianjin University, Vol. 2, 1981, pp. 56–77 (in Chinese).
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Wang, S. Y., “The Movement of Slip Load in Open Channel,” Special Report, Tianjin Institute of Water Transportation, 1959 (in Chinese).
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Wang, S. Y., “Preliminary Study on the Problem of Rapid Erosion on the Yellow River,” Journal of Sediment Research, No. 2, 1982, pp. 36–41 (in Chinese).
12.
Wang, S. Y., “A Review on the Effective Power of Sediment Suspension in Open Channel Flow—on the Criterion of Distinguishing Bed Material Load from Wash Load,” Bulletin of Science, Vol. 24, No. 9, 1979, pp. 410–413 (in Chinese).
13.
Wang, S. Y., “Variation of Karman Constant in Sediment‐Laden Flow,” Journal of the Hydraulics Division, ASCE, Vol. 107, 1981, pp. 407–418.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 110Issue 2February 1984
Pages: 97 - 107

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Published online: Feb 1, 1984
Published in print: Feb 1984

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Shang‐yi Wang
Assoc. Prof., Dept. of Hydr. Engrg., Tianjin Univ., Tianjin, China; and Visiting Prof., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, Colo.

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