摘要
配水槽内水流的性质是缓流,配水的均匀性与配水槽的断面、水深、孔径、孔距、底坡等因素相互配合有关。本文运用恒定流动量方程,近似推证出配水槽末端宽度与水深的计算公式。
The equality of the distributed water is related to the complex relationship between the segment area,the water depth,the diameter and intervals of the openings and the bottom slope of the distribution channel when a slow flow state was remained.A approximate formula to calculate the width and depth at the lower end of the distribution channel is established by means of dynamic function of equal flow.
出处
《给水排水》
CSCD
1993年第12期8-10,共3页
Water & Wastewater Engineering
