摘要
以流域面积分别为1 km2和1.5 km2的黔东南州某城市的城区为例,分析比较了三种截流井在雨天实际合流截流工况下的实际截流量,并与设计截流量作了比较,同时提出了污水截流井在设计计算优化方面的工程建议。
Based on the example of a certain old town with drainage area of 1 km^2 and 1.5 km^2, the differences between actual intercepting sewage flow and design value for three types of intercepting well under the conditions of rainy days are discussed in the paper. Meanwhile suggestions for design and optimization of intercepting well are developed in the paper.
出处
《山西建筑》
2008年第23期180-181,共2页
Shanxi Architecture
关键词
合流制
污水截流井
截流量
combined system, sewage intercepting well, intercepting sewage flow
