期刊文献+

美国雨水径流控制技术导则讨论及其借鉴 被引量:19

Technical guidance for stormwater runoff control in United States and its significance
下载PDF
导出
摘要 介绍美国能源独立与安全法案(Energy Independence and Security Act,EISA)第438条基本情况,438条文实施的技术导则的核心理念是要求项目开发采取原位滞留雨水的"绿色基础设施"或"低影响开发",以渗透、蒸发/蒸腾、储存回用的途径来减少雨水径流外排量,以恢复开发前的水文状态为目标,从而缓解项目开发带来的系列水环境问题,这与我国《海绵城市建设技术指南》一致。在介绍第438条基本情况的基础上,对美国环保署发布的"关于实施联邦项目执行EISA 438条文的雨水径流减排技术导则"中的实施方法进行了分析和讨论,介绍了美国其他联邦部门及地区根据438条文对雨水管理设计标准进行的补充规定,旨在为我国海绵城市建设相关标准的制定提供借鉴。 In this paper, we discuss section 438 of the Energy Independence and Security Act ( EISA ) of the United States. The intention of the technical guidance for section 438 of EISA is to maintain or restore the predevelopment site hydrology, which can be achieved through the use of green infrastructure/low impact development (GI/LID) by infiltration, evaporation/transpiration, and stormwater collection, in order to solve water environmental problems due to land development projects. This is similar to the goal of Sponge City Technical Guide for Urban Development in China. Based on an introduction of section 438 of the EISA, we analyze and discuss the implementation of the Technical Guidance for Implementing the Stormwater Runoff Requirements for Federal Projects under Section 438 of the EISA developed by the United States Environmental Protection Agency (USEPA). In addition, we introduce the supplementary provisions of stormwater management design criteria developed by other federal departments and local government according to section 438 of the EISA, providing references for constituting criteria for sponge city construction in China.
出处 《水资源保护》 CAS CSCD 2017年第2期6-12,62,共8页 Water Resources Protection
基金 国家自然科学基金(51478026) 北京市社会科学基金重点项目(14CSA001) 北京未来城市设计高精尖创新中心资助项目(UDC2016040100)
关键词 城市雨水 EISA438条文 低影响开发 雨水源头控制 技术导则 urban stormwater section 438 of EISA LID stormwater source control technical guidance
  • 相关文献

参考文献2

二级参考文献12

  • 1GB50014-2006,2014年版,室外排水设计规范.
  • 2U.S. EPA. Nationwide evaluation of CSO and urban stormwa- ter discharges Volume 1:Executive Summary. 1977.
  • 3U.S. EPA. Final report of the nationwide urban runoff pro gram. 1983.
  • 4Urbonas B, P. L. , Guo JCY,et al. Sizing a capture volume for stormwater quality enhancement. Urban Drainage and Flood Control District's Flood Hazard News. 1989.
  • 5James C. Y. Guo. Maximized Detention Volume Determined By Runoff Capture Ratio[J]. Journal Of Water Resources PlanningAnd Management. 1996:33 39.
  • 6U. S. EPA. Technical Guidance for Implementing the Stormwa- ter Runoff Requirements for Federal Projects under Section 438 of the Energy Independence and Security Act. Washington, I)C: United States Environmental Protection Agency, December 2009.
  • 7U.S. EPA. Summary of State Stormwater Standards. 2011.
  • 8Guo J C Y, Urbonas B, etal. Water Quality Capture Volume for Storm Water BMP and LID Designs. Journal of Hydrologic Engineering. 2014 : 682 -686.
  • 9潘国庆,车伍,李俊奇,李海燕.中国城市径流污染控制量及其设计降雨量[J].中国给水排水,2008,24(22):25-29. 被引量:94
  • 10李小静,李俊奇,王文亮.美国雨水管理标准剖析及其对我国的启示[J].给水排水,2014,40(6):119-123. 被引量:35

共引文献71

同被引文献254

引证文献19

二级引证文献162

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部