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悬移质近底参考面平衡浓度的一个计算公式--对Lane与Kalinske模式的改进
引用本文:夏华永.悬移质近底参考面平衡浓度的一个计算公式--对Lane与Kalinske模式的改进[J].水动力学研究与进展(A辑),2004,19(3):321-330.
作者姓名:夏华永
作者单位:国家海洋局南海工程勘察中心,广州,510300;中国科学院南海海洋研究所热带海洋环境动力学开放实验室,广州,510300
基金项目:国家海洋局2001年度海洋科学技术研究项目资助
摘    要:根据推移质与床沙交换、悬移质主要与推移质交换的物理背景,采用Einstein床面泥沙的起动概念及推移运动概率函数表征床面泥沙起动及推移运动,采用Lane与Kalinske提出的泥沙因水流垂向脉动而进入悬浮运动的模式表征推移质进入悬浮运动的过程,建议一个床面层高度,建立了一个悬移质近底平衡浓度的一个计算公式。公式的参数由实测资料确定,公式经过了独立资料的检验,计算精度在可以接受的范围内。基于本文建议的床面层高度及参考面平衡浓度公式,建立了悬移质输沙率计算方法,取得了满意的输沙率计算精度。对于细颗粒泥沙的悬移质输沙率计算,本文公式克服了Einstein方法的缺陷。

关 键 词:床面层厚度  悬移质  近底平衡浓度  输沙率
文章编号:1000-4874(2004)03-0321-10

A formula for equilibrium concentration of suspended sediment at near-bottom reference level:modifications of Lane and Kalinske's type model
XIA Hua-yong.A formula for equilibrium concentration of suspended sediment at near-bottom reference level:modifications of Lane and Kalinske''''s type model[J].Journal of Hydrodynamics,2004,19(3):321-330.
Authors:XIA Hua-yong
Affiliation:XIA Hua-yong ~
Abstract:On the basis of the physical background that bed loads exchange with bed materials and suspended sediments mainly exchange with bed loads, this paper uses Einstein's bed load theory to characterize the initiation motion of bed material and bed load transport, uses Lane and Kalinshe's theory, in which river bed sands are entrained into suspension by vertical flow fluctuations, to describe the process of the lifted bed sands coming into suspension motion, suggests a thickness of bed layer, and finally establishes a formula for suspended sediment equilibrium concentration at near-bottom reference level. The present formula is calibrated with data set measured. It is verified by independent field data and flume test data, and the accuracy of the prediction is in an acceptable range. Based on the present definition of thickness of bed layer and the formula for equilibrium sediment concentration at it, this paper also gives a calculation method for suspended load transport, and this method gives a satisfactory accuracy in verification. As for suspended load transport of fine sand with a diameter less than 0.1mm, the present method overcomes the limitations of Einstein's one.
Keywords:thickness of bed layer  suspended load  near-bottom equilibrium concentration  sediment transport rate
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