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床面泥沙的状态转移概率与质量交换率 被引量:3

TRANSFORMING PROBABILITY AND EXCHANGE RATE OF SEDIMENT PARTICLES NEAR BED
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摘要 本文首先根据床面泥沙状态转移的临界条件建立起不同状态转移概率的计算公式,进而对不同运动形式的床面泥沙之间的质量交换率进行了探讨,并导出相应的计算公式.作为质量交换率的初步应用实例,文章最后讨论了平衡输沙条件下的悬移质挟沙能力和推移质输沙率的计算方法。 Based on the critical conditions of transformation among various types of sediment Particles in motion near bed the formulae are first derived to calculate the changing proba- bilities among different existing states of particles. Then there is a discussion on exchange rates of mass of sediment among different states and the corresponding expressions are provided. As applicaons examples of the theory developed in this paper, two relations are formulated respectively for calculaing the transport capacity of suspended sediment and the equilibrium transport rate of bedload with calibration using a wide range of experimental and field data.
出处 《西北水资源与水工程》 1993年第3期1-8,共8页 Northwest Water Resources & Water Engineering
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  • 1程年生,朱立俊.泥沙扬动临界条件研究[J].水科学进展,1993,4(3):221-228. 被引量:4
  • 2曹志先.基于湍流猝发的床面泥沙上扬通量[J].水利学报,1996,28(5):18-21. 被引量:14
  • 3白玉川,李世森,董文军.不平衡输沙计算中泥沙起悬量与沉降量的确定——以沉沙池为例[J].海洋通报,1996,15(6):42-50. 被引量:8
  • 4Van Rijn L C. Sediment pick-up functions [J]. J. Hydr. Eng. , ASCE, 1984, 110(10) : 1494 - 1502.
  • 5Van Rijn L C. Applications of sediment-pick function [J]. J. Hydr. Engrg., ASCE, 1986, 112(9): 867 - 874.
  • 6Einstein H A. The bed load function for sediment transportation in open channel flows[M]. U. S. Dept. Agriculture, Soil Conservation Ser. Tech. Bull. 1026, 1950.
  • 7Chien N, Wan Z. Mechanics of sediment transport [M]. Reston: ASCE, 1999.
  • 8Bagnold R A. The nature of sahation and of bed load transport in water [J]. Proc. Royal Soc. London, Ser. A, 1973, 332:473 - 504.
  • 9Francis J R D. Experiments on the motions of solitary grains along a bed of a water stream [J]. Prec. Royal Soc. London, Ser. A, 1973, 332 : 443 - 471.
  • 10林秉南,黄菊卿,李新春.钱塘江河口潮流输沙数学模型[J]泥沙研究,1981(02).

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