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INTERATIVE FORMULA FOR COMPUTING THE WATER DEPTH IN TRAPEZIFORM OPEN CHANNELS

机译:计算梯形开放通道中水深的迭代公式

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摘要

It is important and frequent for engineers and researchers to compute the critical water depth, the normal water depth, the water depth at contractive cross section under a sluice gate and the sequent depth of hydraulic jump in hydraulic engineering. How to efficiently compute these factors remains a problem for many years. Diagrammatic method and trial method is known well by almost all staffs but the precision of such computation methods is not assurable sufficiently with much miscellaneous work. In this paper, the authors present a set of iterative formula to compute those water depths in trapeziform open channels and the astringency of these formulas is proved out strictly with algebra skill. Now one can compute those water depths easily, especially for program designing.
机译:对于工程师和研究人员而言,计算临界水深,正常水深,水闸门下收缩断面处的水深以及水力工程中水力跃迁的后续深度是重要且频繁的。多年来,如何有效地计算这些因素仍然是一个问题。图解方法和试验方法几乎为所有工作人员所熟知,但是在进行大量杂项工作时,这种计算方法的精度无法充分保证。在本文中,作者提出了一组迭代公式来计算梯形明渠中的水深,并使用代数技巧严格证明了这些公式的收敛性。现在,人们可以轻松计算出这些水深,尤其是对于程序设计而言。

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