排水体系建设对城市洪涝灾害的影响

邓金运, 刘聪聪, 高浩然, 马晨煜, 崔鑫

长江科学院院报 ›› 2020, Vol. 37 ›› Issue (3) : 51-56.

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PDF(2122 KB)
长江科学院院报 ›› 2020, Vol. 37 ›› Issue (3) : 51-56. DOI: 10.11988/ckyyb.20181300
防洪减灾

排水体系建设对城市洪涝灾害的影响

  • 邓金运, 刘聪聪, 高浩然, 马晨煜, 崔鑫
作者信息 +

Effect of Drainage System Construction on Urban Flood Disaster

  • DENG Jin-yun, LIU Cong-cong, GAO Hao-ran, MA Chen-yu, CUI Xin
Author information +
文章历史 +

摘要

地下管网、水系等是城市重要的排水体系,直接决定着城市的洪涝安全。以武汉市光谷中心城为研究区域,采用一、二维耦合的水动力数学模型,进行了不同排水体系组合条件下的多方案城市雨洪模拟,量化分析了地下管网、规划水系建设对城市洪涝灾害的消减效果。结果表明:光谷中心城现状未形成成熟排水体系时,其内涝范围、淹没面积及受灾损失均最大,规划排水体系建设后,区域洪涝淹没面积和受灾损失消减率分别达56.58%,63.74%。由于作用范围及作用方式不同,单独建设水系对区域排涝的作用低于单独建设地下管网的作用。对不同土地利用类型比较,住宅用地减灾效果对城市排水体系的建设最为敏感。当下游湖泊水位较高时,湖泊对水系存在顶托作用,其对区域洪涝灾害影响的程度与河道纵向比降、河堤高程,以及地下管网和河道的连接状况有关。

Abstract

As important drainage systems, underground pipe networks and water systems directly determine the flood safety in cities. In this study, 1D and 2D hydrological-hydrodynamic coupled numerical models are applied to simulate urban rainstorm of the Central Optical Valley in Wuhan, China in different schemes of factor combinations, such as with or without pipe networks, water system and so on. The abatement effects of urban underground pipe networks and planned water system construction on urban flood disasters are quantified. Results demonstrate that: in the absence of mature drainage system in the Central Optical Valley, the waterlogging scope, flooded area and disaster loss reach the maximum; in the presence of drainage system, the abatement rates of flooded area and disaster loss reach 56.58% and 63.74%, respectively. Due to different scopes and action modes, the effect of separate construction of water system on regional drainage is smaller than that of separate construction of underground pipe network. Among different land use types, the disaster reduction effect of residential land is the most sensitive to the construction of urban drainage system. When the water level of downstream lake is high, the lake has a backwater jacking effect on the water system. Such influence on urban flood disaster is related to river longitudinal slope, river embankment elevation, linkage between underground pipe networks and river channel.

关键词

排水体系 / 地下管网 / 城市洪涝灾害 / 消减效果 / 湖泊水位

Key words

drainage system / underground pipeline networks / urban flood disaster / abatement effect / lake level

引用本文

导出引用
邓金运, 刘聪聪, 高浩然, 马晨煜, 崔鑫. 排水体系建设对城市洪涝灾害的影响[J]. 长江科学院院报. 2020, 37(3): 51-56 https://doi.org/10.11988/ckyyb.20181300
DENG Jin-yun, LIU Cong-cong, GAO Hao-ran, MA Chen-yu, CUI Xin. Effect of Drainage System Construction on Urban Flood Disaster[J]. Journal of Changjiang River Scientific Research Institute. 2020, 37(3): 51-56 https://doi.org/10.11988/ckyyb.20181300
中图分类号: TV122   

参考文献

[1] 严登华, 王 浩, 张建云, 等. 生态海绵智慧流域建设:从状态改变到能力提升. 水科学进展, 2017, 28(2):302-310.
[2] 王豫燕, 王艳君, 姜 彤. 江苏省暴雨洪涝灾害的暴露度和脆弱性时空演变特征. 长江科学院院报, 2016,33(4):27-32,45.
[3] 冯 滔, 李 畅, 黄建武, 等. 荆州市洪灾社会脆弱性评价及其空间分异研究. 长江科学院院报, 2015,32(9):52-57.
[4] 尹占娥, 田鹏飞, 迟潇潇. 基于情景的1951-2011年中国极端降水风险评估. 地理学报, 2018, 73(3):405-413.
[5] XIAN S, YIN J, LIN N, et al. Influence of Risk Factors and Past Events on Flood Resilience in Coastal Megacities: Comparative Analysis of NYC and Shanghai. Science of the Total Environment, 2018, 610/611:1251-1261.
[6] AHIABLAME L, SHAKYA R. Modeling Flood Reduction Effects of Low Impact Development at a Watershed Scale. Journal of Environmental Management, 2016, 171:81-91.
[7] 张建云, 王银堂, 贺瑞敏, 等. 中国城市洪涝问题及成因分析. 水科学进展, 2016, 27(4):485-491.
[8] 吴健生,张朴华.城市景观格局对城市内涝的影响研究:以深圳市为例.地理学报,2017,72(3):444-456.
[9] 熊立华,闫 磊,李凌琪,等. 变化环境对城市暴雨及排水系统影响研究进展. 水科学进展,2017,28(6):820-828.
[10] 侯精明,郭凯华,王志力,等. 设计暴雨雨型对城市内涝影响数值模拟. 水科学进展,2017,28(6):930-942.
[11] VACHAUD G, QUERTAMP F, HA P T S, et al. Flood-related Risks in Ho Chi Minh City and Ways of Mitigation. Journal of Hydrology, 2019, 573: 1021-1027.
[12] 唐双成, 罗 纨, 贾忠华,等. 雨水花园对暴雨径流的削减效果. 水科学进展, 2015, 26(6):787-794.
[13] LÖWE R, URICH C, DOMINGO N S, et al. Assessment of Urban Pluvial Flood Risk and Efficiency of Adaptation Options Through Simulations:A New Generation of Urban Planning Tools. Journal of Hydrology, 2017, 550: 355-367.
[14] XIE J Q, CHEN H, LIAO Z L, et al. An Integrated Assessment of Urban Flooding Mitigation Strategies for Robust Decision Making. Environmental Modelling & Software, 2017, 95: 143-155.
[15] HAGHIGHATAFSHAR S, NORDLÖF B, ROLDIN M, et al. Efficiency of Blue-green Stormwater Retrofits for Flood Mitigation—Conclusions Drawn from a Case Study in Malmö, Sweden. Journal of Environmental Management, 2017, 207:60-69.
[16] 邓金运, 付晓莉, 刘聪聪, 等. 武汉光谷中心城防洪排涝专项规划报告. 武汉: 武汉大学, 2016.
[17] 陈 平, 及晓光, 徐好梅. 基于一维和二维耦合数学模型的南澧河洪水风险分析. 长江科学院院报, 2018, 35(11):52-56.
[18] 柴朝晖, 熊冲玮, 申 康, 等. 抚河尾闾抚东堤防洪保护区洪水风险分析. 长江科学院院报, 2018, 35(7):63-67.
[19] 魏乾坤,刘曙光,钟桂辉,等.平原感潮河网地区河道洪水对村镇内涝影响.长江科学院院报,2019,36(3):46-52.
[20] Danish Hydraulic Institute (DHI). MIKE11: A Modelling System for Rivers and Channels User Guide. Denmark: DHI, 2014.
[21] Danish Hydraulic Institute (DHI). MIKE21 Flow Model Hydro-dynamic Module User-Guide Manual. Denmark: DHI, 2014.
[22] Danish Hydraulic Institute (DHI). MIKE1D: DHI Simulation Engine for MOUSE and MIKE 11 Reference Manual. Denmark: DHI, 2014.
[23] Danish Hydraulic Institute (DHI). MIKE FLOOD 1D-2D Modelling User Manual. Denmark: DHI, 2014.
     
[24] 王世旭. 基于MIKE FLOOD的济南市雨洪模拟及其应用研究. 济南:山东师范大学, 2015.
[25] 谢翠娜. 上海沿海地区台风风暴潮灾害情景模拟及风险评估. 上海:华东师范大学, 2010.
[26] 任明磊.流域城市土地利用变化对洪水风险的影响研究. 大连:大连理工大学, 2009.
[27] 鲍 鑫, 贺治国, 王振宇, 等. 台风暴雨影响区溃坝洪灾淹没损失评估. 浙江大学学报(工学版), 2012, 46(9):1638-1646.
[28] 武 洁, 丘永东. 光谷中心城排水专项规划研究报告. 武汉: 武汉市规划研究院, 2014.
[29] 李 喆, 秦其明, 阿布都瓦斯提·吾拉木, 等. 基于RS/GIS的城市财产保险洪灾损失评估研究. 水科学进展, 2004, 15(5):670-674.
[30] 尹占娥, 许世远, 殷 杰, 等. 基于小尺度的城市暴雨内涝灾害情景模拟与风险评估. 地理学报, 2010, 65(5): 553-562.
[31] 武汉市统计局. 武汉统计年鉴.北京:中国统计出版社, 2014:115-126.
[32] 住房和城乡建设部. 中国城乡建设统计年鉴.北京:中国建筑工业出版社, 2014:94-250.

基金

国家重点研发计划项目(2018YFC0407201)

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