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水力发电学报 ›› 2018, Vol. 37 ›› Issue (9): 8-18.doi: 10.11660/slfdxb.20180902

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城市湖泊对地表径流致涝控制作用模拟研究

  

  • 出版日期:2018-09-25 发布日期:2018-09-25

Lake control on surface runoff causing urban flood inundation

  • Online:2018-09-25 Published:2018-09-25

摘要: 为认识城市湖泊对城市内涝的影响,应用基于水动力方法的城市雨洪过程数值模型对代表区域暴雨致涝过程进行了模拟。计算了不同重现期暴雨下假定城市湖泊面积发生变化时内涝积水总量与面积,从积水总量峰值和重度内涝积水面积方面量化分析了湖泊面积和位置变化对城市内涝积水的影响。结果表明:研究区域内湖面面积由0.5024 km2减少到0.00785 km2时,其积水总量峰值增加12.71% ~ 18.21%,重度内涝面积增加11.71% ~ 25.66%;不同位置处的湖泊对区域内涝的影响程度各异,如当降雨重现期为100年、湖泊面积为0.5024 km2时,湖泊位于研究汇水面上游、中游、下游处对应的重度内涝面积分别为173460 m2、169160 m2、162628 m2,可见湖泊位于下游处对致涝径流控制效果最佳。该研究有助于城市规划与防洪排涝工作。

Abstract: This work applies a hydrodynamic model to simulations of urban rainfall-runoff process to examine the effect of a lake in controlling urban flood inundation, focusing on peak volumes of inundation and severely inundated areas under the conditions of different rainfalls, different lake areas, and different lake locations. The results indicate that as the lake area centered at the same location is reduced from 0.502 km2 to 0.00785 km2, the peak inundation volume is increased by 12.7% - 18.2%, and the severely inundated area increased by 11.7% - 25.7%. Lake location plays an important role in determining flood inundation. This is demonstrated by the typical condition of a storm of 100 year return period and a lake area of 0.5024 km2, in which the severely inundated areas are 0.173 km2, 0.169 km2 and 0.163 km2 in the three cases of the lake located in the river’s upper, middle and lower reaches respectively, indicating more effective control of a downstream lake on the surface runoff that causes urban inundation.

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