连云港市市区饮用水输水工程缓冲池工艺设计  

The Process Design of Buffer Poor for Lianyungang Urban Water Delivery Project

作　　者：周洋洋 王波 

机构地区：[1]江苏华新城市规划市政设计研究院有限公司,江苏连云港222001

出　　处：《工程建设与设计》2016年第10期81-82,86,共3页Construction & Design for Engineering

摘　　要：在连云港市市区饮用水输水设计中,由于第三水厂一期、二期和茅口水厂现状混凝池运行水位相差较大,为解决将输送过来的水既按照水厂规模较精确分配,又要保证分配后的水位满足3个水厂混凝池运行水位要求,采用了分别安装不淹没式矩形堰和淹没式矩形堰的方案,解决了使用阀门调节不能兼顾3个水厂流量和水位同时调节的难题。Because the coagulation pool＇s running water level of the third water plant 1 st and 2nd stage and the MAOkou water plant have a greater difference. In order to solve the transported water is accuratly allocated according to the water plant scale, and to ensure that the allocated water satisfies the coagulation pool＇s running water level of three water plant, the design adapt the unsubmerged rectangular weir and submerged rectangular weir,which can solve the problem that using valve can not adjust three water flow and water level adjustment.

关 键 词：缓冲池 不淹没式矩形堰 淹没式矩形堰 流量 运行水位 

分 类 号：TV672[水利工程—水利水电工程]