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  • English上一篇下一篇PDF下载[1]唐炉亮,胡锦程,刘章,等.基在SWMM的城市排水管网瓶颈阐发与革新评价[J].中国给水排水,2018,34(21):112-117.　TANG Lu liang,HU Jin cheng,LIU Zhang,et al.Bottleneck Analysis and Reform Evaluation of Urban Underground Drainage Pipe Network Based on SWMM[J].China Water & Wastewater,2018,34(21):112-117.点击复制

    基在SWMM的城市排水管网瓶颈阐发与革新评价中国给水排水[ISSN:1000-4062/CN:12-1073/TU]卷:第34卷期数:2018年21期页码:112-117栏目:城市雨水治理出书日期:2018-10-20

    Title:

    Bottleneck Analysis and Reform Evaluation of Urban Underground Drainage Pipe Network Based on SWMM

    文章编号:

    1000-4602(2018)21-0112-06

    作者:

    唐炉亮^{1，胡锦程1，刘章1，杨治国2，李清泉1}

    (1.武汉年夜学 测绘遥感消息项目国度重点尝试室，湖北武汉430079；2.武汉珞珈德毅科技股分无限公司，湖北武汉430223)

    Author(s):

    TANG Lu liang^{1,HU Jin cheng1,LIU Zhang1,YANG Zhi guo2,LI Qing quan1}

    (1. State Key Laboratory of Information Engineering in Surveying Mapping and Remote Sensing, Wuhan University, Wuhan 430079, China; 2. Wuhan Luojia Deyi Technology Co. Ltd., Wuhan 430223, China)

    要害词:

    城市排水管网;SWMM模子;瓶颈管道;革新评估

    Keywords:

    urban drainage pipe network;SWMM;bottleneck pipe;reform evaluation

    分类号:

    TU992

    文献标记码:

    C

    摘要:

    旧城区地下排水管网因为扶植年月长远、管网设想不公道或对降雨预估不足，在碰到高强度暴雨时轻易产生排水不顺畅而呈现内涝灾难。为此，提出一种基在暴雨径流治理模子（SWMM）的城市地下排水管网瓶颈阐发与革新评价方式，该方式起首经由过程摹拟降雨水文水力进程，对地下排水管网的瓶颈管道进行有用探测，然后提出一种面向革新期望的瓶颈管道革新迭代模子，对瓶颈管道进行分步革新，并对革新管网排水能力的晋升进行评价。同时，采取ArcGIS Engine和C#说话研发了城市地下排水管网瓶颈阐发与革新评价平台，验证了该方式的可行性。

    Abstract:

    As the underground drainage pipe network in the old urban area has been built for a long time, and the pipe network design is not reasonable or the rainfall intensity is underestimated, the underground drainage pipe networks are subject to clogging in the face of intensive rainfall which has led to frequent flooding disasters in recent years. In view of this, a bottleneck analysis and reform evaluation method for the urban underground drainage pipe network was proposed based on the storm water management model (SWMM). The method firstly simulated the hydrological and hydraulic processes of the rainfall for effective detecting the bottleneck pipe of the underground drainage pipe network. Then, an expectationoriented iterative model was proposed to identify the stepwise reform plan of the bottleneck pipes and evaluate the improvement of drainage capacity. Meanwhile, the bottleneck analysis and reform evaluation platform of urban underground drainage pipe network was developed by using the ArcGIS Engine and C# language, which verified the feasibility of the method.

    参考文献/References:

    ［1］谢映霞. 城市排水与内涝灾难防治计划相干问题研究［J］. 中国给水排水,2013,29(17):105-108. Xie Yingxia. Urban drainage and waterlogging disaster prevention planning［J］. China Water & Wastewater,2013,29(17):105-108(in Chinese).［2］Lee K S,Cho W S,Hwang J W,et al. Numerical simulation for reducing the flood damage of green park using MIKE URBAN［J］. Inter J Control Autom,2015,8(1):37-54.［3］毛云峰,王红武,高原,等. 基在InfoWorks CS软件的上海市某排水系统运转近况评估［J］. 给水排水,2013,39(12):111-114. Mao Yunfeng,Wang Hongwu,Gao Yuan,et al. Operation assessment of a drainage system in Shanghai based on InfoWorks CS［J］. Water & Wastewater Engineering,2013,39(12):111-114(in Chinese).［4］薛偲琦,张瑛,李一平,等. 基在SWMM的南京市内秦淮河中段管网排水能力阐发［J］. 水资本与水项目学报,2014,25(5):169-173. Xue Siqi,Zhang Ying,Li Yiping,et al. Analysis of drainage capacity of midway network in Qinhuai River of Nanjing based on SWMM［J］. Journal of Water Resources and Water Engineering,2014,25(5):169-173(in Chinese).［5］赵冬泉,陈吉宁,佟庆远,等. 基在GIS建立SWMM城市排水管网模子［J］. 中国给水排水,2008,24(7):88-91. Zhao Dongquan,Chen Jining,Tong Qingyuan,et al. Construction of SWMM urban drainage network model based on GIS［J］. China Water & Wastewater,2008,24(7):88-91(in Chinese).［6］黄国如,黄维,张活络,等. 基在GIS和SWMM模子的城市暴雨积水摹拟［J］. 水资本与水项目学报,2015,26(4):1-6. Huang Guoru,Huang Wei,Zhang Lingmin,et al. Simulation of rainstorm waterlogging in urban areas based on GIS and SWMM model［J］. Journal of Water Resources and Water Engineering,2015,26(4):1-6(in Chinese).［7］严煦世,刘遂庆. 给水排水管网系统［M］. 北京:中国建筑工业出书社,2014. Yan Xushi,Liu Suiqing. Water Supply and Drainage Pipe Network System［M］. Beijing:China Architecture & Building Press,2014(in Chinese).［8］刘德儿,袁权贵,兰小机,等. SWMM模子与GIS组件的无缝耦合和利用［J］. 中国给水排水,2016,32(1):106-111. Liu De’er,Yuan Xiangui,Lan Xiaoji,et al. Seamless integration and use of SWMM model and GIS components［J］. China Water & Wastewater,2016,32(1):106-111(in Chinese).

    类似文献/References:

    [1]杨进,宫永伟,李新建,等.景不雅指数评价小区LID设想方案结果的合用性研究[J].中国给水排水,2020,36(9):110.[2]李美水,杨晓华.基在Sobol方式的SWMM模子参数全局敏感性阐发[J].中国给水排水,2020,36(17):95.LI Mei-shui,YANG Xiao-hua.Global Sensitivity Analysis of SWMM Parameters Based on Sobol Method[J].China Water & Wastewater,2020,36(21):95.

    备注/Memo

    基金项目：国度重点研发打算项目(2017YFB0503600、2016YFE0200400)；国度天然科学基金帮助项目(41671442、41571430)作者简介： 唐炉亮（1973- ），男，湖南湘潭人，博士，珞珈学者特聘传授、博士生导师，首要处置时空GIS、时空年夜数据获得与常识发掘、测绘手艺利用等研究。E-mail:tll@whu.edu.cn收稿日期：2018-04-03

    更新日期/Last Update:2018-11-01

    
    

    上一篇:华体会,大禹节水集团股份有限公司（证券代码：300021）成立于1999年，2009年10月成功登陆创业板，是国家级高新技术企业，拥有水利水电工程总承包壹级资质，从业人员近2000人。

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