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HUA Zu-lin, RUI Xiao-fang, HUANG Guo-ru, LUO Jin. A Method for Velocity Calculation of Downdraft Reach under Lack of Hydrologic Data[J]. Advances in Water Science, 2001, 12(2): 210-214.
Citation: HUA Zu-lin, RUI Xiao-fang, HUANG Guo-ru, LUO Jin. A Method for Velocity Calculation of Downdraft Reach under Lack of Hydrologic Data[J]. Advances in Water Science, 2001, 12(2): 210-214.

A Method for Velocity Calculation of Downdraft Reach under Lack of Hydrologic Data

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  • Received Date: March 05, 2000
  • Revised Date: October 11, 2000
  • The bi-directional flow often happens in the downdraft reach due to the influence of main thannel,so that its velocity calculation is obviously different from normal river in practical engineering.In many condition,the necessary hydrologic data and topography is lacked in these downdraft reaches,then the mathematical and physical model are difficult to apply directly.So based on the combination of physical, mathematical model and multivariate regression analysis for typical downdraft reach,a empirical formula is putted forward in this paper,and can be directly used to determine maximum velocity at a engineering point in downdraft reach.
  • [1]
    Gunge J A,Holly F M,Verrvey A.Practical aspects of computation river hydraulics[M].Pitmon Publishing Limited,London,1980.
    [2]
    芮孝芳,等.感潮流域水文模型[J].水利学报,1997(增刊):253-259.
    [3]
    铁道部第三勘测设计院.铁路工程设计手册(桥渡水文)[S].北京:中国铁道出版社,1993.
    [4]
    交通部.公路桥位勘测设计规范(JTJ062-91)[S].北京:人民交通出版社,1992.
    [5]
    金光炎.水文统计原理与方法[M].北京:水利电力出版社,1964.
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