摘要
本文根据作者近年的实地调查和典型试区的测算资料,对杭州市区各个不同功能区域及不同类型地面暴雨径流系数进行了初步分析。并与城市雨水管渠设计中常用的暴雨径流系数作比较,提出了一个较符合实际的修正值,可供今后设计中参考。
According to on-the-spot investigation and calculated materials of typical testing areas in recent years,the article analyzes initially various function areas and different kinds of run-off coefficient of storm around Hangzhou. It also compares with run- , off coefficient in sities storm water channel,arising a revised value,suggesting it be the reference to the amendment of cities run-off coefficient in storm water channel designing in future.
出处
《中国给水排水》
CAS
CSCD
北大核心
1989年第3期24-27,共4页
China Water & Wastewater
