净水技术2018，Vol.37Issue(4)：121-126,6.DOI:10.15890/j.cnki.jsjs.2018.04.021
武汉市某商业办公楼宇区域雨水蓄水池规模探讨
Exploration and Discussion on the Scale of Stormwater Tank for a Commercial and Office Buildings Area in Wuhan City
相凤奎 1彭然 2王金海3
作者信息
- 1. 中国葛洲坝集团股份有限公司,湖北武汉430022
- 2. 中南建筑设计院股份有限公司,湖北武汉430071
- 3. 武汉工程大学资源与土木工程学院,湖北武汉430205
- 折叠
摘要
Abstract
Combining with an engineering example,the methods of rainfall estimation,reused rainwater computation,water balance,volume capture ratio of annual rainfall computation and comparison of rainfall runoff pre-construction and post-construction were analysed.The effective size of stormwater tank was identified as 200 m3.A linear relationship between the ratio of depressed green as well as permeable pavement and the effective size of stormwater tank has been found out,which can be used by other designers.关键词
雨水蓄水池/水量平衡/下沉式绿地/透水铺装/海绵城市Key words
stormwater tank/water balance/depressed green/permeable pavement/sponge city分类
建筑与水利引用本文复制引用
相凤奎,彭然,王金海..武汉市某商业办公楼宇区域雨水蓄水池规模探讨[J].净水技术,2018,37(4):121-126,6.
