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明渠临界水深计算方法总论
引用本文:王正中,陈 涛,万 斌.明渠临界水深计算方法总论[J].西北农林科技大学学报(社会科学版),2006,34(1):155-161.
作者姓名:王正中  陈 涛  万 斌
作者单位:1. 西北农林科技大学,水利与建筑工程学院,陕西,杨凌,712100;中国科学院,冻土工程国家重点实验室,甘肃,兰州,730000
2. 西北农林科技大学,水利与建筑工程学院,陕西,杨凌,712100
3. 山东省水利厅,山东,济南,250013
4. 河海大学,土木工程学院,江苏,南京,210098
基金项目:国家科技攻关项目;国家重点实验室基金
摘    要:总结了近30年来各种断面明渠临界水深的计算方法,并经分析与比较,通过最优迭代与拟合处理及误差分析,优选出各种典型渠道断面临界水深计算的一系列解析计算公式,该系列公式简捷、准确、通用。综合评价结果表明:各方法的最大误差不超过2%,多数最大误差小于1%,能满足生产实践的需要。

关 键 词:明渠  临界水深  计算公式  断面形式
文章编号:1671-9387(2006)01-0155-07
收稿时间:2004-11-25
修稿时间:2004年11月25

Pandect for the calculating methods of the critical depth of opening channel in different typical cross sections
WANG Zheng-Zhong,CHEN Tao,WAN Bin,SHEN Yong-kang.Pandect for the calculating methods of the critical depth of opening channel in different typical cross sections[J].Journal of Northwest Sci-Tech Univ of Agr and,2006,34(1):155-161.
Authors:WANG Zheng-Zhong  CHEN Tao  WAN Bin  SHEN Yong-kang
Institution:1 College of Water Conservancy & Construction Engineering,Northwest A & F University,Yangling,Shaanxi 712100,China;2 State Key Laboratory of Frozen Soil Engineering,CAS,Lanzhou,Gansu 730000,China;3 Water Conservancy Government Department of Shandong Province,Jinan,Shandong 250013,China;4 College of Civil Engineering,Hehai University,Nanjing,Jiangsu 210098,China)
Abstract:The paper summarized the calculating methods of the critical depth of opening channel in different typical cross sections in the past three decades. After comparing the forms and the errors of all ,the authors selected an optimum iterative method to deal with the items,and gave a series proper equation to meet the demands of engineering practice. These equations are simple ,accurate and commonly used. The errors of these equations are within 2%,most of them are less than 1%. The new method of the paper will give enlightenment in solving problems of transcendental equation with several unknown parameters.
Keywords:irrigation channel  critical water depth  calculating equation  section form
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