周边进水沉淀池的沿程均匀配水槽水面曲线方程  

Equation of Water Surface Curve along Uniform Distributing Water Trough of Peripheral Feed Sedimentation Basin

作　　者：张志政[1] 王毅[1] 苏静[1] 

机构地区：[1]西安建筑科技大学环境与市政工程学院,陕西西安710055

出　　处：《中国给水排水》2007年第6期41-44,共4页China Water & Wastewater

摘　　要：为使周边进水沉淀池的配水明槽均匀布水,提高沉淀池的沉淀效果,对沿程均匀配水槽的水面曲线方程及其计算进行了初步探讨。将该计算方法应用于某周边进水辐流式沉淀池的配水槽设计中,其计算结果与工程实际相符,表明该水面曲线的水力计算方法比较精确,对配水明槽工程设计质量的提高具有实际的参考价值。In order to achieve uniform distributing water along the distributing water trough of peripheral feed sedimentation basin and improve the effect of the sedimentation basin, an equation of the water surface curve along the uniform distributing water trough and its hydraulic calculation were preliminarily discussed. The computed results are accordant to the actual project when the computed method is used in the design of distributing water trough of a peripheral feed radial flow sedimentation basin. It shows that the hydraulic calculation method of the water surface curve is more precise, and has reference value for improving the design quality of distributing water trough.

关 键 词：沿程均匀配水槽 水面曲线 水力计算 

分 类 号：TU991.23[建筑科学—市政工程]