摘要
在水力半径基本概念基础上,针对渗滤液收集管,给出计算公式,通过引入无量纲参数相对水力半径和相对水深,简化公式并使计算的结果更具有普遍性,给出了相对水力半径和相对水深的关系曲线,提高了工程计算的效率。
Based on the hydraulic radius concept,the calculation formulas of leachate collection pipes were given.Through the introduction of dimensionless parameters,the relative hydraulic radius and relative water depth,to simplify the calculation formulas.The results are more universal and easy to use.Finally,the relationship curve between the relative hydraulic radius and the relative depth was given,so it provided facilitate for engineering calculation.
出处
《山西建筑》
2009年第26期148-149,共2页
Shanxi Architecture
基金
国家自然科学基金资助项目(项目编号:50679015)
中国科学院武汉岩土力学研究所湖北省环境岩土工程重点实验室开放课题资助项目(项目编号:T110504)
关键词
水力半径
渗滤液收集系统
排水管
计算公式
hydraulic radius
leachate collection system
drainage pipe
calculation formulas
