周边进水式辐流沉淀池的进水设计方法  

Water Distribution Design of Peripheral Inlet Radial Sedimentation Tank

作　　者：吉宏[1] 

机构地区：[1]东南大学环境工程系

出　　处：《给水排水》1999年第5期7-9,共3页Water & Wastewater Engineering

摘　　要：从流体力学的角度提出了一种周边进水式辐流沉淀池的布水设计方法，即布水槽内水头损失ｈ２不宜超过布水孔处孔口水头损失ｈ１的１０％，并介绍了布水槽内及孔口处水头损失的计算方法。Abstract A guideline for the design of water distribution system of peripheral inlet radial sedimentation tank has been recommended by the author on the basis of fluid mechanics.Attentions shall be focussed on the water head loss h 2 in the inlet water distributing canal.which should not exceed over 10% of the head loss h 1 at the distributing orifices.Also the calculation methods of the head losses in the distributing canal and the orifices are described.

关 键 词：辐流式沉淀池 周边进水式 布水槽 孔口 水头损失 

分 类 号：TU991.23[建筑科学—市政工程]