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梯形渠道水跃共轭水深直接计算公式
引用本文:冯家涛.梯形渠道水跃共轭水深直接计算公式[J].海河水利,1998(5):32-33.
作者姓名:冯家涛
作者单位:西北农业大学水利与建筑工程学院
摘    要:根据工程实践中水跃函数各部分的相对比例,通过对水跃方程的数学变换,应用迭代理论提出快速收敛的共轭水深直接计算方法,使用方便准确,克服了查图查表法精度低、试算法繁琐应用不便的缺点。

关 键 词:梯形渠道  水跃  共轭水深  计算公式

Direct calculation formulas of the hydraulic jump conjugate depth of trapezoidal channels
Feng Jiatao.Direct calculation formulas of the hydraulic jump conjugate depth of trapezoidal channels[J].Haihe Water Resources,1998(5):32-33.
Authors:Feng Jiatao
Abstract:According to the relative ratioes of each parts of hydraulic jump function in engineering practices,through the mathematic conversion of hydranlic jump equation,with iterative theory,the direct calculation method of rapid convergence conjugate depth has been represented,which is easy and correct for use and overcomes the shortages of low accuracy in graphic methods and overlaborate and not easy to practice in trial methods.
Keywords:Trapezoidal channel  hydraulic jump  conjugate depth  calculation formula  
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