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海绵型公园雨水控制分析计算方法——以成都市活水公园为例

王燕秋 黄晓荣 郭碧莹 高蔺云 奚圆圆

水资源与水工程学报2017,Vol.28Issue(5):49-53,5.
水资源与水工程学报2017,Vol.28Issue(5):49-53,5.DOI:10.11705/j.issn.1672-643X.2017.05.08

海绵型公园雨水控制分析计算方法——以成都市活水公园为例

Analysis and calculation of stormwater control in sponge city park:A case study of Chengdu living water park

王燕秋 1黄晓荣 1郭碧莹 2高蔺云 1奚圆圆1

作者信息

  • 1. 四川大学水利水电学院,四川成都610065
  • 2. 四川大学水力学与山区河流开发保护国家重点实验室,四川成都610065
  • 折叠

摘要

Abstract

In order to achieve the quantitative calculation of stormwater control in the construction of Sponge city,it would require a large number of data base with model simulation,which is hard for extension.This paper takes runoff coefficient as the main analysis means,using a simple method to calculate the stormwater control indicators of Chengdu living water park before and after the transformation to sponge park.The rain type of Chicago was used to distribute the rainfall that occurs every five years.Through analysis and compar-ison of discharge in the park that before and after the transformation, it shows that the effluent water flow peak clipping rate was 74%, and the peak delayed 25 min after transformation.The runoff coefficient is 0.278, and the volume capture ratio of annual rainfall is more than 85%.The control of stormwater is effi-cient for the rainfall that occurs every five years and every three years.This calculation method of stormwa-ter control can be used in small type pilot area or sponge city park,which requires small amount of data has high maneuverability,repeatability and high application value.It can provide certain reference for the cal-culation of stormwater control indicators in the construction of Sponge city.

关键词

海绵城市/径流系数/雨水控制/雨水控制指标/芝加哥雨型

Key words

Sponge city/runoff coefficient/stormwater control/stormwater control indicators/the rain type of Chicago

分类

建筑与水利

引用本文复制引用

王燕秋,黄晓荣,郭碧莹,高蔺云,奚圆圆..海绵型公园雨水控制分析计算方法——以成都市活水公园为例[J].水资源与水工程学报,2017,28(5):49-53,5.

基金项目

国家自然科学基金项目(51579161) (51579161)

国家重点基础研究发展计划项目(2015CB452701) (2015CB452701)

水资源与水工程学报

OACSCDCSTPCD

1672-643X

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