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    栾广学, 侯精明, 郭敏鹏, 杜颖恩, 石佳, 周思敏, 李丙尧, 马鑫, 武华萍. 海绵改造对城市内涝过程的时空影响分析[J]. 中国防汛抗旱, 2021, 31(10): 5-9,41. DOI: 10.16867/j.issn.1673-9264.2021156
    引用本文: 栾广学, 侯精明, 郭敏鹏, 杜颖恩, 石佳, 周思敏, 李丙尧, 马鑫, 武华萍. 海绵改造对城市内涝过程的时空影响分析[J]. 中国防汛抗旱, 2021, 31(10): 5-9,41. DOI: 10.16867/j.issn.1673-9264.2021156
    LUAN Guangxue, HOU Jingming, GUO Minpeng, DU Yingen, SHI Jia, ZHOU Simin, LI Bingyao, MA Xin, WU Huaping. The impact analysis of sponge reconstruction on urban inundation process in temporal and spatial scales[J]. China Flood & Drought Management, 2021, 31(10): 5-9,41. DOI: 10.16867/j.issn.1673-9264.2021156
    Citation: LUAN Guangxue, HOU Jingming, GUO Minpeng, DU Yingen, SHI Jia, ZHOU Simin, LI Bingyao, MA Xin, WU Huaping. The impact analysis of sponge reconstruction on urban inundation process in temporal and spatial scales[J]. China Flood & Drought Management, 2021, 31(10): 5-9,41. DOI: 10.16867/j.issn.1673-9264.2021156

    海绵改造对城市内涝过程的时空影响分析

    The impact analysis of sponge reconstruction on urban inundation process in temporal and spatial scales

    • 摘要: 为了分析降雨对海绵改造前后内涝过程在时间和空间上的影响,采用了耦合水文和地表及管网水动力过程的数值模型,以小寨海绵改造二标段为研究区域,对海绵改造前后不同设计暴雨重现期下城市内涝过程进行模拟并在时间和空间上对比分析。结果表明:相对于暴雨峰值时间,在2 a、5 a、10 a、20 a、30 a、50 a设计暴雨重现期下,重现期越小,海绵改造对城市内涝积水总量峰值迟滞时间及内涝积水面积峰值迟滞时间延后作用越显著,且均随着重现期的增大呈递减趋势,前者延后时间最大为0.133 h,最小为0.117 h,后者延后时间最大为0.084 h,最小为-0.016 h;随着重现期的增大,改造后内涝积水总量与面积峰值较改造前的削减量均逐渐增大且趋于稳定,两者相对于改造前的占比随重现期增大均呈递减的趋势,前者最大为71.37%,最小为22.76%;后者最大为68.87%,最小为15.08%。本研究有助于更加精准有效的防治内涝、对城市内涝准确预报预警,为城乡居民出行提供有效信息,减小生命财产损失。

       

      Abstract: In order to analyze the impact of rainfall on the inundation process before and after the sponge transformation in temporal and spatial scales, a numerical model that couples hydrology and hydrodynamic processes on the surface and pipeline network is adopted, and the second bid section of Xiaozhai sponge reconstruction is taken as the research site. The city inundation process during the recurrence period is simulated using different design rainstorms, and the inundation has been compared in time and space scale. The results show that compared with the peak time of heavy rain, under the design rainstorm return period of 2 a, 5 a, 10 a, 20 a, 30 a and 50 a, the smaller the design rainstorm return period, the more significant the effect of sponge reconstruction on the delay time of the peak lag time of the total urban inundation water accumulation and the peak inundated area. And all show a decreasing trend as the return period increases. The maximum delay time of the former is 0.133 h and the minimum is 0.117 h; the maximum delay time of the latter is 0.084 h and the minimum is -0.016 h; With the increase of the return period, the total amount of inundation water and the peak inundated area after sponge transformation have gradually increased and stabilized compared with the reduction before sponge transformation. In the decreasing trend, the former is 71.37% at the maximum and 22.76% at the minimum; the latter is at 68.87% at the maximum and 15.08% at the minimum. This research is helpful for more accurate and effective prevention and control of inundation, accurate forecasting and early warning of urban inundation, providing effective information for urban and rural residents to travel, and reducing loss of life and property.

       

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