摘要
本文根据水力学原理,推导出配水槽水面线的无量纲公式和配水均匀度公式,并给出了沉淀池配水槽的水力设计方法.
The dimensionless function of water surface and the formula to determine the water distribution uniformity for the distributing trough of sedimentation tank have been deduced on the basis of hydraulic principle. Also the hydraulic design process of the distributing trough was proposed.
出处
《给水排水》
CSCD
1996年第6期5-10,2,共6页
Water & Wastewater Engineering
