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通常的水流挟沙力公式很难直接应用于黄河。本文从水流能量消耗和泥沙悬浮功之间的关系出发,考虑了泥沙存在对卡门常数和泥沙沉速等的影响,给出了半经验半理论的水流挟沙力公式。经较大范围的实测资料检验,计算值与实测值符合良好,说明该公式对不同的河床条件有较强的适用性。
Abstract:It is difficult to use the ordinary formula to calculate the sediment carrying capacity of the Yellow River. In consideration of the influence of existed silt to Kaman constant and silt deposition, this paper started from the relationship between the lost energy of flow and the needed floating power of sediment, giving a formula of half experiment and half theory to calculate the sediment carrying capacity. Examining by large amount of measured datum, it has showed that the formula is fairly accurate and can be adopted in many different river bed conditions.
1 钱宁,万兆惠.泥沙运动力学.北京:科学出版社,1983,298~398.
2 费祥俊.黄河中下游含沙水流粘度的计算模型.泥沙研究,1991,(2) .
3 沙玉清.泥沙运动引论.北京:中国工业出版社,1965. 79~98.
4 钱意颖,杨文海,赵文林等.高含沙水流的基本特性.第一次河流泥沙国际学术讨论会论文集.光华出版社,1980. 175~184.
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[1]张红武,张清.黄河水流挟沙力的计算公式[J].人民黄河,1992(11):7-9+61.
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