|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]
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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)
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《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.

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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