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天然悬移质泥沙粒径分布及混合平均沉速的计算
引用本文:赵连军,谈广鸣,韦直林.天然悬移质泥沙粒径分布及混合平均沉速的计算[J].中国农村水利水电,2004(9):40-42.
作者姓名:赵连军  谈广鸣  韦直林
作者单位:水资源与水电工程科学国家重点实验室,武汉大学,湖北,武汉,430072
基金项目:国家自然科学基金项目 (50 2 390 4 0 )
摘    要:通过对处于悬浮临界状态的泥沙受力情况分析,从理论推导出了悬移质泥沙粒径的分布表达式;在此基础上,建立了天然非均匀沙混合平均沉速的计算公式,并对天然实测泥沙特征粒径进行了分析研究,建立了表征悬沙级配非均匀程度的参数d50/dcp随泥沙组成粗细程度及含沙量变化的关系式。采用大量实测资料对混合平均沉速及d50/dcp的计算公式进行了验证,计算值与实测值吻合较好。

关 键 词:泥沙级配  悬移质泥沙  混合平均沉速  非均匀程度
文章编号:1007-2284(2004)09-0040-03
修稿时间:2003年11月21

Calculation of Gradation Distribution and Average Mixed Deposition Rate of Suspended Sediment in Natural River
ZHAO Lian-jun,TAN Guang-ming,WEI Zhi-lin.Calculation of Gradation Distribution and Average Mixed Deposition Rate of Suspended Sediment in Natural River[J].China Rural Water and Hydropower,2004(9):40-42.
Authors:ZHAO Lian-jun  TAN Guang-ming  WEI Zhi-lin
Abstract:Through analysis of stress status of sediment at the critical suspended condition, the authors have educed theoretically a gradient distribution formula of suspended sediment. On this basis, a formula of average mixed deposition rate of natural non-homogeneous sediment has been established. By analysis of naturally observed sediment typical gradation, the relationship between the heterogeneous degree parameter d50/dcp and the gradation and content of sediment is set up. Through comparison of the calculated average mixed deposition rate and the parameter d50/dcp with those observed, the formulas are validated, and the results calculated agree with those observed very well.
Keywords:sediment gradation  suspended sediment  mixed average deposition rate  heterogeneous degree  
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