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排灌输水隧洞正常水深的简捷算法

赵延风 王正中 方兴 刘计良 洪安宇

排灌机械工程学报2011,Vol.29Issue(6):523-528,6.
排灌机械工程学报2011,Vol.29Issue(6):523-528,6.DOI:10.3969/j.issn.1674-8530.2011.06.013

排灌输水隧洞正常水深的简捷算法

Simple calculation method for normal depth of a kind of water supply tunnel for irrigation and drainage

赵延风 1王正中 1方兴 2刘计良 1洪安宇1

作者信息

  • 1. 西北农林科技大学水利水电工程研究所,陕西杨凌712100
  • 2. 奥本大学土木工程系,美国阿拉巴马州 奥本36849
  • 折叠

摘要

Abstract

In order to obtain an explicit formula for normal depth of standard city-gate section, first, the identical transformation of the governing equation for normal depth of standard city-gate section was made,including the transcendental equation for normal depth in the bottom corner arc and the top arc, and the higher-degree equation for normal depth in the lateral side. The single variable equation was obtained for dimensionless normal depth and the comprehensive parameter of the known quantities. Second, the concept of quasi-linear function was introduced and treated as the standard template. The standard template for quasi-linear function was applied to the single variable equation for normal depth. Using optimization and approximation to quasi-linear function, the estimation substitution formula for the transcendental equation and higher-degree equation was developed in the practical range of y e [0.05,1.80] ,and the substitution formula has the same form as the linear function,I. E. ,the quasi-linear explicit expression for normal depth. Finally, error analysis of the formula was made. The result indicates that the maximum relative errors of the formula for normal depth are less than 0. 36% , 0. 31 % ,and 0. 39% in the bottom arc,the lateral side,and the top arc,respectively. The relative errorsindicate that the quasi-linear equation has high accuracy in the practical range, which can provide simple method for computing the normal depth of the uniform flow in the design of water supply tunnel for drainage and irrigation and controlling the water level.

关键词

排灌输水隧洞/标准城门洞/正常水深/准线性函数/函数逼近

Key words

water supply tunnel for irrigation and drainage/ standard city-gate cross section/ normal depth/ quasi-linear function/ function approximation

分类

农业科技

引用本文复制引用

赵延风,王正中,方兴,刘计良,洪安宇..排灌输水隧洞正常水深的简捷算法[J].排灌机械工程学报,2011,29(6):523-528,6.

基金项目

国家863计划项目(2002 AA62Z3191) (2002 AA62Z3191)

陕西省农业科技创新项目(2011NXC01-20) (2011NXC01-20)

排灌机械工程学报

OA北大核心CSTPCD

1674-8530

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