首页 | 本学科首页   官方微博 | 高级检索  
     

半圆形断面临界水深的求解公式
引用本文:朱科霖.半圆形断面临界水深的求解公式[J].水利与建筑工程学报,2010,8(1):125-126.
作者姓名:朱科霖
作者单位:西北农林科技大学,水利与建筑工程学院,陕西,杨凌,712100
摘    要:半圆形断面临界水深是一个隐函数方程,不能直接求解,一般通过试算法或者圆形断面的近似公式求解,误差较大。通过引入无量纲临界水深参数,对半圆形断面临界水深的基本方程进行适当处理,拟合出了半圆形临界水深的求解公式。误差分析和应用举例表明,公式的相对误差较小,最大相对误差小于0.76%。该公式形式简捷、精度高,可为半圆形涵洞断面临界水深的求解提供参考。

关 键 词:半圆形断面  临界水深  求解公式

Solution Formula for Critical Water Depth of Semi-circular Section
ZHU Ke-lin.Solution Formula for Critical Water Depth of Semi-circular Section[J].Journal of Water Resources Architectural Engineering,2010,8(1):125-126.
Authors:ZHU Ke-lin
Affiliation:College of Water Resources and Architectural Engineering;Northwest A & F University;Yangling;Shaanxi 712100;China
Abstract:Generally,the critical water depth of a semi-circular section could be solved by the approximate formula used for a circular section,so the calculation error is large.Here,the solusion formula for the critical water depth of the semi-circular section is drawn up by leading the nondimensional critical depth parameter into the basic equation.It is showed by the application and analysis that the solusion formula is simple and accurate,and its maximum relative error is smaller than 0.76%,so it could provide ref...
Keywords:semi-circular section  critical water depth  solusion formula  
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号