长江流域资源与环境 >> 2023, Vol. 32 >> Issue (3): 596-610.doi: 10.11870/cjlyzyyhj202303014

• 生态环境 • 上一篇    下一篇

平原圩区城镇雨洪淹没模拟与调控策略——以昆山市淀山湖镇为例

王玎1, 孔繁花1*, 尹海伟2, 周可婧1, 刘宏庆1, 班玉龙3, 许伟健3   

  1. (1.南京大学地理与海洋科学学院,江苏 南京 210023;2. 南京大学建筑与城市规划学院,江苏 南京 210093;3. 昆山市水务局,江苏 昆山 215300)
  • 出版日期:2023-03-20 发布日期:2023-04-19

Urban Flood Modelling and Optimization Strategy of Plain Polder Area Under Heavy Precipitation Scenario:  A Case Study on Dian Shanhu Town, Kunshan City

WANG Ding1, KONG Fan-hua1, YIN Hai-wei2, ZHOU Ke-jing1, LIU Hong-qing1, BAN Yu-long3,XU Wei-jian3   

  1. (1.School of Geography and Ocean Science, Nanjing University, Nanjing 210023, China; 2.School of Architecture and Urban Planning, Nanjing University, Nanjing 210093, China;3. Bureau of Water Resources of Kunshan City, Kunshan 215300, China)
  • Online:2023-03-20 Published:2023-04-19

摘要:  模拟与评价雨洪淹没特征是科学评估暴雨洪涝灾害风险与优化雨洪调控措施的基础。以长三角典型平原圩区城镇淀山湖镇的8个圩区为例,基于地形、气象、雨水管网等数据,通过构建多重现期的降雨情景,采用一维SWMM模型模拟了雨水管网的溢流特征,耦合二维CADDIES模型识别了管网溢流在地表形成的雨洪淹没区域,定量评估了雨洪淹没特征的主要影响因素,并阐明提升泵站排涝能力与增加水面面积2种雨洪调控情景的优化效果。结果表明:(1)溢流点数量受圩区地表属性和降雨特征的共同影响,淹没面积与降雨特征显著相关,降雨重现期大于0.63 a且逐渐增大时,淹没面积亦随之显著增加;(2)在强降雨情景下,淀山湖镇雨水管网负荷较高且不能有效应对超过50 a的强降雨事件;(3)提升泵站排水能力能有效减少淹没面积,但未能减少溢流河道以及雨水管网溢流点数量;(4)增加水面面积能显著提升圩区雨洪调控能力,当新兴圩、永胜圩和红旗圩水面率分别达到6.03%、10.87%和8.83%时,可有效抵御100 a降雨事件所导致的河道溢流状况。研究结果可为长三角地区平原圩区的雨洪灾害风险评估与雨洪调控措施优化提供决策参考。

Abstract: Modelling and evaluation of stormwater overflow and flood inundation characteristics is the basis for scientific assessment of flooding risks and formulation of drainage optimization measures. Taking eight plain polder areas in Dian Shanhu Town, Kunshan City as an example, this study applied topography, meteorology and rainwater pipe network data to analyzes the overflow characteristics of rainwater pipe network under extreme rainfall scenarios by using one-dimensional SWMM model, and quantitatively depicts the surface flood inundation area due to overflow runoff by two-dimensional CADDIES mode. Moreover, the the main influencing factors between rainfall events and flood inundation were explored, and two optimization strategies, i.e., enhancing the pumping station drainage capacity and increasing the water surface, were evaluated to identify flood regulation effect. The results show that: (1) the number of overflow points is affected by the surface properties and rainfall characteristics in the polder area. The extent of flood inundation area is significantly related to the rainfall characteristics. When the rainfall return period is greater than 0.63 a, the inundation area also increases significantly; (2) The flow volume of pipe network in Dian Shanhu town is overloaded under heavy rainfall, and the pipe network in the polder area cannot effectively deal with heavy rainfall events exceeding 50 a; (3) Increasing the drainage capacity of the pump station cannot reduce the number of overflow channels and overflow points of the rainwater pipe network, but can effectively reduce the submerged area; (4) Increasing the water area ratio can significantly improve the storage capacity of stormwater and floodwater. When the water area ratio of Xinxing polder, Yongsheng polder and Hongqi polder reaches 6.03%, 10.87% and 8.83%, they can effectively resist the river overflow caused by 100 a rainfall events. The results can support decision-making for flood disaster risk assessment and stormwater management in the study area and other plain polder areas.

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