摘要
分析了化工园区控制性详细规划阶段雨水管网设计中场地坡度、最小覆土深度、折减系数的应用、多个重现期设计流量等问题,并结合工程经验,提出优化设计建议。
Combined with experience in engineering, propose optimum design of storm water pipe network based on the analysis of venues slope, minimum overburden depth, application of the reduction factor, multiple return periods in chemical industry park at regulatory detailed planning stage.
出处
《化学工业》
CAS
2012年第11期31-34,共4页
Chemical Industry
关键词
化工园区
雨水管网
优化设计
场地坡度
最小覆土
折减系数
重现期
chemical industry park
storm water pipe network
optimum design
venues slope
minimum overburden depth
reduction factor
return period
