必须声明标量变量 "@Script_ID"。 基于InfoWorks ICM模型的陕西省咸阳市排水系统能力及内涝风险评估-《地球科学与环境学报》
|本期目录/Table of Contents|

[1]吴彦成,丁祥,杨利伟,等.基于InfoWorks ICM模型的陕西省咸阳市排水系统能力及内涝风险评估[J].地球科学与环境学报,2020,42(04):552-559.[doi:10.19814/j.jese.2020.03052]
 WU Yan-cheng,DING Xiang,YANG Li-wei,et al.Evaluation of Drainage System Capacity and Waterlogging Risk in Xianyang City of Shaanxi Province Based on InfoWorks ICM Model[J].Journal of Earth Sciences and Environment,2020,42(04):552-559.[doi:10.19814/j.jese.2020.03052]
点击复制

基于InfoWorks ICM模型的陕西省咸阳市排水系统能力及内涝风险评估(PDF)
分享到:

《地球科学与环境学报》[ISSN:1672-6561/CN:61-1423/P]

卷:
第42卷
期数:
2020年第04期
页码:
552-559
栏目:
水资源与环境
出版日期:
2020-07-15

文章信息/Info

Title:
Evaluation of Drainage System Capacity and Waterlogging Risk in Xianyang City of Shaanxi Province Based on InfoWorks ICM Model
文章编号:
1672-6561(2020)04-0552-08
作者:
吴彦成12丁祥12杨利伟2张乾3
(1. 长安大学 基建处,陕西 西安 710064; 2. 长安大学 建筑工程学院,陕西 西安 710061; 3. 同济大学建筑设计研究院(集团)有限公司,上海 200092)
Author(s):
WU Yan-cheng12 DING Xiang12 YANG Li-wei2 ZHANG Qian3
(1. Infrastructure Projects Office, Chang'an University, Xi'an 710064, Shaanxi, China; 2. School of Civil Engineering, Chang'an University, Xi'an 710061, Shaanxi, China; 3. Tongji Architectural Design(Group)Co., Ltd., Shanghai 200092, China)
关键词:
排水系统能力 内涝风险 InfoWorks ICM模型 耦合模型 洪涝灾害指数 积水深度 陕西
Keywords:
drainage system capacity waterlogging risk InfoWorks ICM model coupling model flood disaster index water depth Shaanxi
分类号:
P641.75; TU992
DOI:
10.19814/j.jese.2020.03052
文献标志码:
A
摘要:
为了评估陕西省咸阳市主城区的排水系统能力和内涝风险,基于InfoWorks ICM模型建立了咸阳市主城区一维、二维耦合水动力学模型,对排水系统现状进行评估,并使用英国洪涝灾害指数评价体系对内涝风险进行评估。结果表明:咸阳市主城区采用平篦雨水口,覆盖程度满足设计要求,但是雨水口存在破损、移位及淤堵等问题,且部分排雨管道被严重堵塞,整体管道达标率较低; 现状排水管网管径较小,在4种降雨强度(设计重现期为0.5、1、3、5年)的模拟中,排水能力小于0.5年一遇、0.5~1年一遇、1~3年一遇、3~5年一遇和大于5年一遇的管网所占比例分别为68.9%、5.8%、3.9%、5.3%和16.1%; 人民路—东风路—渭河—咸通路围成的地块和东风路—河堤路—福银高速公路—金旭路围成的地块为内涝高风险区域。
Abstract:
In order to evaluate the drainage system capability and waterlogging risk of the main urban area in Xianyang city, Shaanxi province, one-dimensional and two-dimensional coupled hydrodynamic models of the main urban area were settled based on InfoWorks ICM model to test the current situation of drainage system, and waterlogging risk was evaluated by the flood disaster index assessment indicators of UK. The results show that the main urban area of Xianyang city adopts the flat grate rainwater inlet, and the coverage degree is satisfied with the design requirement, but the problems such as damage, displacement and silting still exist, and some pipes are seriously clogged, resulting in lower compliance rate of pipes; the diameter of current drainage pipe network is small, so that in the simulation of 4 rainfall intensities(design storm frequencies are 0.5, 1, 3 and 5 years), the proportions of pipe networks with drainage capacity of once less than 0.5 year, once 0.5-1.0 years, once 1-3 years, once 3-5 years and once more than 5 years are 68.9%, 5.8%, 3.9%, 5.3% and 16.1%, respectively; the areas surrounded by Renmin road-Dongfeng road-Weihe-Xiantong road and Dongfeng road-Hedi road-Fuyin expressway-Jinxu road in the main urban area of Xianyang city are high waterlogging risk.

参考文献/References:

[1] SINGH P,SINHA V S P,VIJHANI A,et al.Vulnerability Assessment of Urban Road Network from Urban Flood[J].International Journal of Disaster Risk Reduction,2018,28:237-250.
[2] WU X S,WANG Z L,GUO S L,et al.Scenario-based Projections of Future Urban Inundation Within a Coupled Hydrodynamic Model Framework:A Case Study in Dongguan City,China[J].Journal of Hydrology,2017,547:428-442.
[3] HOCH J M,NEAL J C,BAART F,et al.GLOFRIM:A Globally Applicable Framework for Integrated Hydrologic-hydrodynamic Inundation Modelling[C]∥AGU.AGU Fall Meeting.New Orleans:AGU,2017:138-139.
[4] 王 滢,周小伟.InfoWorks ICM在山地丘陵城市内涝治理中的应用[J].中国给水排水,2018,34(19):118-123.
WANG Ying,ZHOU Xiao-wei.Application of InfoWorks ICM in Control of Urban Waterlogging in Mountainous and Hilly Cities[J].China Water and Wastewater,2018,34(19):118-123.
[5] 肖友淦.基于SWMM的年径流总量控制率计算探讨[J].给水排水,2019,45(7):64-69.
XIAO You-gan.Discussion on Calculation of Volume Capture Ratio of Annual Rainfall Based on SWMM[J].Water and Wastewater Engineering,2019,45(7):64-69.
[6] 张鹏辉.结合SWMM模型的杨凌示范区海绵城市建设探究[D].西安:长安大学,2018.
ZHANG Peng-hui.Study on Sponge City Construction in Yangling Demonstration Zone Based on SWMM Model[D].Xi'an:Chang'an University,2018.
[7] 赵逸超,王正中,刘铨鸿,等.西北旱区海绵城市建设中雨洪资源量分析[J].中国农村水利水电,2017(10):18-22.
ZHAO Yi-chao,WANG Zheng-zhong,LIU Shuan-hong,et al.Rain-flood Resources Analysis of the Construction of Sponge City in Northwestern Arid Regions of China[J].China Rural Water and Hydropower,2017(10):18-22.
[8] CAI T,LI X Y,DING X,et al.Flood Risk Assessment Based on Hydrodynamic Model and Fuzzy Comprehensive Evaluation with GIS Technique[J].International Journal of Disaster Risk Reduction,2019,35:101077.
[9] 刘 非,唐 智,时 剑,等.基于InfoWorks ICM的长江隧道防洪系统评估研究[J].中国农村水利水电,2015(7):112-115.
LIU Fei,TANG Zhi,SHI Jian,et al.Evaluation of Yang-tze River Tunnel Flood Control System Based on Info-Works ICM[J].China Rural Water and Hydropower,2015(7):112-115.
[10] 李建勇.InfoWorks ICM在城市排水系统分析中的应用[J].中国给水排水,2014,30(8):21-24.
LI Jian-yong.Application of InfoWorks ICM in Urban Drainage System Analysis[J].China Water and Waste-water,2014,30(8):21-24.
[11] 郜国明,李书霞,郭晓明,等.黄河濮阳段防洪保护区洪水风险分析[J].人民黄河,2018,40(8):36-38,43.
GAO Guo-ming,LI Shu-xia,GUO Xiao-ming,et al.Flood Risk Analysis of Protected Zone of the Yellow River in Puyang Using MIKE21 Model[J].Yellow River,2018,40(8):36-38,43.
[12] 任梅芳,徐宗学,初 祁,等.济南市历下区立交桥区域暴雨内涝积水模拟[J].南水北调与水利科技,2018,16(5):9-15.
REN Mei-fang,XU Zong-xue,CHU Qi,et al.Simulation of Rainstorm Waterlogging Processes at the Lixia Overpass Bridge in Ji'nan City[J].South-to-North Water Transfers and Water Science & Technology,2018,16(5):9-15.
[13] SHENG J G,DAN Y D,LIU C S,et al.Study of Simu-lation in Storm Sewer System of Zhejiang Urban by InfoWorks ICM Model[J].Applied Mechanics and Materials,2012,4(2):193-194.
[14] 郭芝瑞,崔建国,张 峰,等.基于InfoWorks ICM的城市排水调蓄池位置选择[J].给水排水,2016,42(2):49-52.
GUO Zhi-rui,CUI Jian-guo,ZHANG Feng,et al.Locating of Storage Tank for the Urban Drainage System Based on InfoWorks ICM[J].Water and Wastewater Engineering,2016,42(2):49-52.
[15] 汉京超.应用InfoWorks ICM软件优化排水系统提标方案[J].中国给水排水,2014,30(11):34-38.
HAN Jing-chao.Optimization of Upgrading Schemes of Drainage Systems by InfoWorks ICM Software[J].China Water and Wastewater,2014,30(11):34-38.
[16] 魏忠庆,黄永捷,林兰娜,等.InfoWorks ICM在排水管网问题诊断及改造中的应用[J].中国给水排水,2017,33(23):115-119.
WEI Zhong-qing,HUANG Yong-jie,LIN Lan-na,et al.Application of InfoWorks ICM in Diagnosis and Reconstruction of Drainage Pipe Network for Urban Build-up Area[J].China Water and Wastewater,2017,33(23):115-119.
[17] 高 婷,张 发.基于InfoWorks ICM模型的排水系统能力分析[J].三峡大学学报(自然科学版),2018,40(3):15-18.
GAO Ting,ZHANG Fa.Capacity Analysis of Drainage System Based on InfoWorks ICM Model[J].Journal of China Three Gorges University(Natural Sciences),2018,40(3):15-18.
[18] 曾娇娇,朱玉玺,李佳佩,等.InfoWorks ICM在珠海金湾机场内涝提标改造中的应用[J].给水排水,2019,45(8):46-49.
ZENG Jiao-jiao,ZHU Yu-xi,LI Jia-pei,et al.Application of InfoWorks ICM in Upgrading Waterlogging Standard of Zhuhai Jinwan Airport[J].Water and Wastewater Engineering,2019,45(8):46-49.
[19] 郑建春,张 岑,李永坤,等.基于InfoWorks ICM模型的地铁场站内涝积水防控研究[J].北京师范大学学报(自然科学版),2019,55(5):648-655.
ZHENG Jian-chun,ZHANG Cen,LI Yong-kun,et al.Prevention and Control of Waterlogging in Metro Stations:An InfoWorks ICM Analysis[J].Journal of Beijing Normal University(Natural Science),2019,55(5):648-655.
[20] 于晨晖,李 彭,张 浩,等.基于InfoWorks ICM模型对污水管网输水能力评价及泵站排水量优化[J].净水技术,2019,38(9):60-67,82.
YU Chen-hui,LI Peng,ZHANG Hao,et al.Evaluation of Diversion Capacity of Sewage Pipeline Network and Optimization of Drainage Capacity of Pump Station Based on InfoWorks ICM Model[J].Water Purification Technology,2019,38(9):60-67,82.
[21] 言 铭,魏忠庆,黄永捷,等.汇水区划分对InfoWorks ICM水力模拟结果的影响[J].中国给水排水,2019,35(1):111-117.
YAN Ming,WEI Zhong-qing,HUANG Yong-jie,et al.Impact of Catchment Division on InfoWorks ICM Hydraulic Simulation[J].China Water and Wastewater,2019,35(1):111-117.
[22] 黄国如,王 欣,黄 维.基于InfoWorks ICM模型的城市暴雨内涝模拟[J].水电能源科学,2017,35(2):66-70.
HUANG Guo-ru,WANG Xin,HUANG Wei.Simulation of Rainstorm Water Logging in Urban Area Based on InfoWorks ICM Model[J].Water Resources and Power,2017,35(2):66-70.
[23] 赵琬玉.InfoWorks ICM排水管网模型在实际中的应用[J].辽宁大学学报(自然科学版),2015,42(2):118-122.
ZHAO Wan-yu.Application of InfoWorks ICM Drainage Pipe Network Model in Practice[J].Journal of Liaoning University(Natural Science Edition),2015,42(2):118-122.
[24] 王 辉,张留瓅.基于InfoWorks ICM的已建排水系统海绵改造研究[J].城市道桥与防洪,2016(7):170-172.
WANG Hui,ZHANG Liu-li.Study on Sponge Recon-struction of Built Drainage System Based on InfoWorks ICM[J].Urban Roads Bridges and Flood Control,2016(7):170-172.
[25] 李文涛,王广华,周建华,等.深层隧道排水系统规划设计中降雨点面关系研究[J].中国给水排水,2017,33(2):1-4.
LI Wen-tao,WANG Guang-hua,ZHOU Jian-hua,et al.Study on Relationship Between Point Rainfall and Areal Rainfall in Planning and Design of Deep Tunnel Drainage System[J].China Water and Wastewater,2017,33(2):1-4.
[26] MANNINA G,VIVIANI G.Separate and Combined Sewer Systems:A Long-term Modelling Approach[J].Water Science and Technology,2009,60(3):555-565.
[27] CHEN W J,HUANG G R,ZHANG H.Urban Stormwater Inundation Simulation Based on SWMM and Diffusive Overland-flow Model[J].Water Science and Technology,2017,76(12):3392-3403.
[28] GB 50014—2006,室外排水设计规范[S].
GB 50014—2006,Code for Design of Outdoor Waste-water Engineering[S].
[29] ATALAY O,KAHVECI N G.An Experimental Study on Effectiveness of Integrated Curriculum Model(ICM)in Social Studies Education for Gifted and Talented Learners[J].Educational Research and Reviews,2015,10(8):1049-1062.
[30] KARVONEN R A,HEPOJOKI A,HUHTA H K,et al.The Use of Physical Models in Dam-break Analysis[M].Helsinki:Helsinki University of Technology,2000.
[31] 王若楠.城市内涝风险等级评估方法及案例研究[D].西安:西安建筑科技大学,2016.
WANG Ruo-nan.Urban Waterlogging Risk Level As-sessment Methods and Case Study[D].Xi'an:Xi'an University of Architecture and Technology,2016.

相似文献/References:

备注/Memo

备注/Memo:
收稿日期:2020-03-29; 修回日期:2020-05-18; 网络首发日期:2020-06-03投稿网址:http:∥jese.chd.edu.cn/
基金项目:国家重点研发计划项目(2018YFE0103800)
作者简介:吴彦成(1986-),男,陕西绥德人,工程师,E-mail:583686680@qq.com。
更新日期/Last Update: 2020-07-27