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堰闸—明渠水力系统过流能力的可靠性分析
引用本文:黄克中.堰闸—明渠水力系统过流能力的可靠性分析[J].武汉大学学报(工学版),1985(4).
作者姓名:黄克中
作者单位:武汉水利电力学院水力学教研室
摘    要:本文将明渠及其上游的堰闸视为一个水力系统,然后研究梯形断面明渠过流能力的可靠性。在计算方法上,首先应用一次二阶矩分析法,接着应用蒙特卡罗方法。本文应用的可靠性分析,原则上对任何水力系统和其它工程问题都是适用的。


Reliability Analysis on Capacity of Weir or Sluice-Open Channel Hydraulic System
Abstract:The reliability analysis on capacity of a trapezoidal open channel which with its upstream weir of sluices is taken to be a series connecting hydraulic system is given in this paper. In respect to the calculating methods, the first-order second-moment analysis is used and then agenerating data method is presented, The principles of the methods in this paper may be applied to reliability analysis on any hydraulic systems and other technical fields.
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