村镇污水处理厂设计水量差异性分析  

Difference analysis on design quantity of rural sewage treatment plant

作　　者：许光远[1] 艾锐 张超[1] 张静[1] 

机构地区：[1]安徽国祯环保节能科技股份有限公司,合肥230088

出　　处：《工业用水与废水》2017年第5期38-40,共3页Industrial Water & Wastewater

基　　金：国家水体污染控制与治理科技重大专项(2015ZX07218001)

摘　　要：以巢湖流域某镇为例,从该镇人口分布、用水量、排放系数以及管网收集率等方面,分析污水设计水量与实际水量产生差异的原因,建议在今后污水处理厂规模设计时,应充分调研当地实际产生污水的居民人口,综合考虑用水量、管网完善程度等问题。Taking a town located in Chaohu lake basin as an example, the reasons for the difference of the design and the actual sewage quantity were analyzed from aspects of population distribution, water consumption, sewage discharge coefficient, pipeline network collection efficiency, and so on. It was suggested that, sewage treatment plant design should based on full investigation and consideration of actual resident population, water consumption, pipeline network completion degree, and some other situations.

关 键 词：村镇污水 设计规模 实际水量 差异性 

分 类 号：X505[环境科学与工程—环境工程]