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挟沙水流综合糙率系数的研究
引用本文:邓安军,郭庆超,陈建国.挟沙水流综合糙率系数的研究[J].泥沙研究,2007(5):24-29.
作者姓名:邓安军  郭庆超  陈建国
作者单位:中国水利水电科学研究院,北京,100044
基金项目:国家科技支撑计划;中国水利水电科学研究院青年基金
摘    要:在现有研究成果的基础上,通过分析大量天然河道实测资料和他人的水槽试验资料,发现在挟沙水流中,综合糙率系数与水深、流量的相关性较差;与含沙量的相关性较好,并且糙率系数随含沙量的增加先减小后增大;在一定佛氏数条件下,糙率系数与佛氏数的相关性最好,且随佛氏数的增加而减小,可以根据佛氏数来计算糙率系数,但在较大佛氏数后,二者关系出现“向上翘”现象。

关 键 词:高含沙水流  综合糙率系数  含沙量  佛汝德数
文章编号:0468-155X(2007)05-0024-06
修稿时间:2007-02-05

Study on the roughness in sediment-laden flows
DENG An-jun,GUO Qing-chao,CHEN Jian-guo.Study on the roughness in sediment-laden flows[J].Journal of Sediment Research,2007(5):24-29.
Authors:DENG An-jun  GUO Qing-chao  CHEN Jian-guo
Affiliation:China Institute of Water Resources and Hydropower Research, Beijing 100044, China
Abstract:Based on the analyses of the field and flume experimental data,the integrated roughness of sediment-laden flows has been studied.It indicates that the roughness has a poor relationship with the flow discharge and depth,but a good relationship with sediment concentration.Besides,the roughness increases first and then decreases with the increase of sediment concentration.The study also shows that for a certain range of Froude number(Fr),the roughness has a very good relationship with the Fr and therefore the roughness can be calculated if Fr is known.
Keywords:hyperconcentrated flow  roughness  sediment concentration  Froude number
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