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梯形明渠共轭水深计算方法

李蕊 王正中 张宽地 王志刚

长江科学院院报2012,Vol.29Issue(11):33-36,4.
长江科学院院报2012,Vol.29Issue(11):33-36,4.DOI:10.3969/j.issn.1001-5485.2012.11.007

梯形明渠共轭水深计算方法

Calculation Method for Conjugate Water Depth in Open Trapezoidal Channel

李蕊 1王正中 2张宽地 2王志刚2

作者信息

  • 1. 杨凌职业技术学院公共课教学部,陕西杨凌712100
  • 2. 西北农林科技大学水利与建筑工程学院,陕西杨凌712100
  • 折叠

摘要

Abstract

A calculation method for the conjugate water depth in open trapezoidal channel is presented. First of all, an iterative formula for the conjugate depth is given on the basis of mathematical transformation of the basic equation of conjugate depth and its flow characteristics. Subsequently, by solving unary quadratic equation and cubic equation, an approximate formula for the initial value of conjugate water depth is obtained, based on which an expression for the initial value iteration is established. A direct formula is thus obtained by using the iterative formula. An illustrative calculation indicates that this method is simple and accurate, and the neither table nor figure is needed to determine the empirical coefficients.

关键词

共轭水深/计算公式/梯形明渠

Key words

conjugate water depth/ calculation formula/ trapezoidal open channel

分类

建筑与水利

引用本文复制引用

李蕊,王正中,张宽地,王志刚..梯形明渠共轭水深计算方法[J].长江科学院院报,2012,29(11):33-36,4.

基金项目

国家自然科学基金资助项目(41001159) (41001159)

陕西省自然基金(2011JQ5004) (2011JQ5004)

长江科学院院报

OA北大核心CSCDCSTPCD

1001-5485

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