黄河下游引黄灌区管道输水不淤流速的计算方法  

The Calculation of Non-silting Velocity for Pipes Carrying Water in the Lower Yellow River Irrigation Areas

作　　者：曹三海[1] 张庆华[1] 毛伟兵[1] 蒋磊[1] 翟兴涛[1] 

机构地区：[1]山东农业大学水利土木工程学院,山东泰安271018

出　　处：《灌溉排水学报》2013年第1期106-109,共4页Journal of Irrigation and Drainage

基　　金：水利部公益性专项经费项目(201201115)

摘　　要：基于黄河下游泥沙观测数据,采用B C科诺罗兹公式、瓦斯普公式、何武全经验公式和张英普经验公式,计算并分析不淤流速。结果表明,管道输水不淤流速的上限为何武全经验公式,下限为B C科诺罗兹公式;工程设计中可采用瓦斯普或张英普经验公式,计算不淤流速。Based on the observed data of the Yellow River silt downstream, the non-silting velocities were calculated and analysed by experience formula, Wasp experience formula, Wuquan He experience formula and Yingpu Zhang experience formula. The results showed that Wuquan He experience formula was suit- able to calculate the upper limit of pipeline non-silting velocity, and B C experience formula was suitable for lower limit. Wasp and Yingpu Zhang experience formulae could be used to calculate the non-silting ve- locity in engineering design.

关 键 词：引黄灌区 管道输水 不淤流速 

分 类 号：TV146[水利工程—水力学及河流动力学]