宜兴市某小学雨灰水综合利用系统的设计与调试运行
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- 英文论文题名：Design and Debugging Operation of Rainwater and Ash Comprehensive Utilization System in a Primary School in Yixing City
- 论文作者：吴昊 ; 李敏 ; 孙德智
- 英文论文作者：Wu Hao ; Li Min ; Sun Dezhi
- 年：2016
- 作者机构：北京林业大学环境科学与工程学院水体污染源控制技术北京市重点实验室;
- 论文关键词：调试 ; 雨灰水综合利用 ; 宜兴市
- 英文论文关键词：Debugging ; Comprehensive utilization of rainwater and wastewater ; Yixing city
- 会议召开时间：2016-12-14
- 会议录名称：2016全国水环境污染控制与生态修复技术高级研讨会论文集
- 语种：中文
- 分类号：TV213.9;X703
- 学会代码：HJKP
- 会议名称：2016全国水环境污染控制与生态修复技术高级研讨会
- 会议地点：中国云南腾冲
- 主办单位：中国环境科学学会、中国环境科学研究院
- 学会名称：中国环境科学学会
- 页数：7
- 文件大小：1135k
- 原文格式：D
- 会议级别：全国
摘要
本文介绍了江苏省宜兴市某小学以低影响开发理念建设雨灰水综合利用系统,该系统包括雨水收集系统、雨水处理系统及灰水处理系统。并基于该地区雨灰水污染特性,对该系统中雨水和灰水处理系统进行了调试。其中雨水主要污染物为SS和TP,进水平均水质分别为135.14mg/L、0.54mg/L,调试后出水水质为27mg/L、0.18mg/L,SS和TP的平均处理率为74.1%、54.3%;灰水主要污染物为COD、SS和TP,进水平均水质分别为198.8mg/L、92.2mg/L、0.71mg/L,调试后出水水质为92.0mg/L、17mg/L、0.27mg/L,COD、SS和TP平均处理率为53.8%、81.9%、61.9%。本文可为宜兴市小区雨水收集与回用提供参考。
This paper introduces the rainwater and gray water comprehensive utilization system of a primary school in Yixing City, Jiangsu Province. The system includes rainwater collection system, rainwater treatment system and waste water treatment system. Based on the characteristics of rain and water pollution in the region, the rainwater and waste water treatment system of the system was debugged. The major pollutants of rainwater are SS and TP. The influent water quality of SS is 135mg/L, the effluent quality is 27mg/L. SS removal rate is 74.1%. The influent water quality of TP is 0.54mg/L, the effluent quality is 0.18mg/L. TP removal rate was 54.3%%. Waste water main pollutants are COD, SS and TP. The influent water quality of COD, SS and TP are 198.8mg/L、92.2mg/L、0.71mg/L, respectively. The effluent quality of COD, SS and TP are 92.0mg/L、17mg/L、0.27mg/L. This paper can provide reference for rainwater collection and reuse in Yixing district.
This paper introduces the rainwater and gray water comprehensive utilization system of a primary school in Yixing City, Jiangsu Province. The system includes rainwater collection system, rainwater treatment system and waste water treatment system. Based on the characteristics of rain and water pollution in the region, the rainwater and waste water treatment system of the system was debugged. The major pollutants of rainwater are SS and TP. The influent water quality of SS is 135mg/L, the effluent quality is 27mg/L. SS removal rate is 74.1%. The influent water quality of TP is 0.54mg/L, the effluent quality is 0.18mg/L. TP removal rate was 54.3%%. Waste water main pollutants are COD, SS and TP. The influent water quality of COD, SS and TP are 198.8mg/L、92.2mg/L、0.71mg/L, respectively. The effluent quality of COD, SS and TP are 92.0mg/L、17mg/L、0.27mg/L. This paper can provide reference for rainwater collection and reuse in Yixing district.
引文
[1]US EPA.Low Impact Development:A Literature Review.Washington:Office of Research and Development,2000.
[2]王通.低影响开发理论研究概述[J].华中建筑,2013(12):29-32.
[3]US CVC.Low Impact Development Stormwater Management Planning and Design Guide.Toronto and Region Conservation Authority,2010.
[4]Steve,Hansen,吴迪(翻译).爱丁堡雨水花园[J].景观设计,2014(1):60-63.
[5]危唯.低影响开发技术在深圳某地区的应用研究[D].湖南大学,2014.
[6]Ai-Bing H U,Ren X X,Shao-Wu Y U,et al.Exploration for Creating Low-impact Development Stormwater Management Demonstration Area in Shenzhen[J].China Water&Wastewater,2010.
[7]住房城乡建设部,海绵城市建设设计指南(试行).2014.
[8]程婷,陈晨,胡大华,等.曝气调节-水解酸化-生物接触氧化工艺处理城镇生活污水[J].环境工程,2011(S1):423-425.
[9]康静文,孟魁荣.生物接触氧化法处理生活污水的应用[J].环境工程,1993(6):3-7.
[10]张玉芝.生物接触氧化法处理生活污水[J].煤炭技术,2010,29(2):209-211.
[11]GB50400-2006,建筑与小区雨水利用工程技术规范[S].
[12]陈卫连,姚岗,苏青峰.城市雨水收集利用系统:CN203174665U[P].2013.
[13]杜安平,张东乐.生物接触氧化池挂膜浅述[J].中国科技博览,2010(29):238-239.
[14]DGJ32/JT90-2010,江苏省工程建设标准雨水利用工程设计、施工与验收规范(征求意见稿)[S].
[2]王通.低影响开发理论研究概述[J].华中建筑,2013(12):29-32.
[3]US CVC.Low Impact Development Stormwater Management Planning and Design Guide.Toronto and Region Conservation Authority,2010.
[4]Steve,Hansen,吴迪(翻译).爱丁堡雨水花园[J].景观设计,2014(1):60-63.
[5]危唯.低影响开发技术在深圳某地区的应用研究[D].湖南大学,2014.
[6]Ai-Bing H U,Ren X X,Shao-Wu Y U,et al.Exploration for Creating Low-impact Development Stormwater Management Demonstration Area in Shenzhen[J].China Water&Wastewater,2010.
[7]住房城乡建设部,海绵城市建设设计指南(试行).2014.
[8]程婷,陈晨,胡大华,等.曝气调节-水解酸化-生物接触氧化工艺处理城镇生活污水[J].环境工程,2011(S1):423-425.
[9]康静文,孟魁荣.生物接触氧化法处理生活污水的应用[J].环境工程,1993(6):3-7.
[10]张玉芝.生物接触氧化法处理生活污水[J].煤炭技术,2010,29(2):209-211.
[11]GB50400-2006,建筑与小区雨水利用工程技术规范[S].
[12]陈卫连,姚岗,苏青峰.城市雨水收集利用系统:CN203174665U[P].2013.
[13]杜安平,张东乐.生物接触氧化池挂膜浅述[J].中国科技博览,2010(29):238-239.
[14]DGJ32/JT90-2010,江苏省工程建设标准雨水利用工程设计、施工与验收规范(征求意见稿)[S].