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邓汗青, 田红, 方茸, 卢燕宇, 何冬燕, 翟振芳, 魏春旋. 2017: 合肥市城市典型易涝点致灾阈值确定及其风险评估. 暴雨灾害, 36(5): 482-487. DOI: 10.3969/j.issn.1004-9045.2017.05.011
引用本文: 邓汗青, 田红, 方茸, 卢燕宇, 何冬燕, 翟振芳, 魏春旋. 2017: 合肥市城市典型易涝点致灾阈值确定及其风险评估. 暴雨灾害, 36(5): 482-487. DOI: 10.3969/j.issn.1004-9045.2017.05.011
DENG Hanqing, TIAN Hong, FANG Rong, LU Yanyu, HE Dongyan, ZHAI Zhengfang, WEI Chunxuan. 2017: The study on risk assessment of urban waterlogging and determination of rainfall thresholds for waterlogged points in Hefei city. Torrential Rain and Disasters, 36(5): 482-487. DOI: 10.3969/j.issn.1004-9045.2017.05.011
Citation: DENG Hanqing, TIAN Hong, FANG Rong, LU Yanyu, HE Dongyan, ZHAI Zhengfang, WEI Chunxuan. 2017: The study on risk assessment of urban waterlogging and determination of rainfall thresholds for waterlogged points in Hefei city. Torrential Rain and Disasters, 36(5): 482-487. DOI: 10.3969/j.issn.1004-9045.2017.05.011

合肥市城市典型易涝点致灾阈值确定及其风险评估

The study on risk assessment of urban waterlogging and determination of rainfall thresholds for waterlogged points in Hefei city

  • 摘要: 以合肥市为例,设计了4个内涝风险等级,并运用“FloodArea”模型确定了两种排水条件下典型易涝点致灾阈值,开展城市内涝动态淹没模拟,评估不同风险下承灾体的可能损失。结果表明:岳西新村各等级致灾阈值为4级56.9 mm·h-1,3级65.9 mm·h-1,2级100.8 mm·h-1,1级162.3 mm·h-1。在4个内涝风险等级下,岳西新村内涝积水主要集中在社区东北部低洼区,且随降水强度的增大,社区内积水面积和住宅财产损失率也相应增加。长江东街下穿桥致灾阈值为4级49.0 mm·h-1,3级53.0 mm·h-1,2级78.0 mm·h-1,1级108.0 mm·h-1,当出现2级以上内涝风险时,长江东大街下穿桥路面积水将对过往车辆造成重大损失。

     

    Abstract: In the case of Hefei city, four levels of waterlogging risk were designed, and the "FloodArea" model is used to determine the threshold of typical waterlogging point under two kinds of drainage conditions, and the dynamic flooding simulation of urban waterlogging is carried out to assess the possible loss of the disaster under different risks. The results indicate that the thresholds of New Yuexi community are 56.9 mm·h-1 for level 4, 65.9 mm·h-1 for level 3, 100.8 mm·h-1 for level 2, and 162.3 mm·h-1 for level 1. The waterlogging occurs frequently in area of northeast Yuexi residential area, and potential property loss increases with increasing rainfall. The 49.0 mm·h-1 (level 4), 53.0 mm·h-1 (level 3), 78.0 mm·h-1 (level 2) and 108.0 mm·h-1 (level 1) represents thresholds of waterlogging risk in Changjiang eastern street bridge, respectively. Above the level 2, the loss of vehicle would be increasing dramatically.

     

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