矩形均匀配水槽的水面曲线分析与水力计算  

Hydraulic calculation and the analysis of the water surface curved line in the rectangular distributing water trough of sedimentation of inlet water at periphery

作　　者：张志政[1] 苏静[1] 王毅[1] 

机构地区：[1]西安建筑科技大学,陕西西安710055

出　　处：《工业水处理》2007年第6期69-72,共4页Industrial Water Treatment

摘　　要：周边进水沉淀池的运行效果受配水槽配水均匀性的制约,因此要求在配水槽中均匀布水。对矩形均匀配水槽的水面曲线和水力计算进行了分析和探讨,给出了间断出水和连续出水两种情况下水面曲线及孔口直径的计算方法。The running effect of the sedimentation of inlet water at periphery is decided by distributing water uniformity of distributing water trough,so it is required to distribute water uniformly in the distributing trough. The water surface curved line and the hydraulic calculation in the rectangular distributing trough uniformly are discussed and the calculation method of water surface curved line and orifice diameter on condition that interrupts or continues outlet water.

关 键 词：均匀布水 间断出水 连续出水 水面曲线 出水孔径 

分 类 号：TU991.32[建筑科学—市政工程]