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    徐磊, 李超超, 彭文发, 申若竹. 降雨特征对西北地区海绵改造小区径流控制效果的影响[J]. 中国防汛抗旱, 2023, 33(7): 45-50,82. DOI: 10.16867/j.issn.1673-9264.2023035
    引用本文: 徐磊, 李超超, 彭文发, 申若竹. 降雨特征对西北地区海绵改造小区径流控制效果的影响[J]. 中国防汛抗旱, 2023, 33(7): 45-50,82. DOI: 10.16867/j.issn.1673-9264.2023035
    XU Lei, LI Chaochao, PENG Wenfa, SHEN Ruozhu. Influence of rainfall characteristics on runoff control effect of sponge reconstruction plot in Northwest China[J]. China Flood & Drought Management, 2023, 33(7): 45-50,82. DOI: 10.16867/j.issn.1673-9264.2023035
    Citation: XU Lei, LI Chaochao, PENG Wenfa, SHEN Ruozhu. Influence of rainfall characteristics on runoff control effect of sponge reconstruction plot in Northwest China[J]. China Flood & Drought Management, 2023, 33(7): 45-50,82. DOI: 10.16867/j.issn.1673-9264.2023035

    降雨特征对西北地区海绵改造小区径流控制效果的影响

    Influence of rainfall characteristics on runoff control effect of sponge reconstruction plot in Northwest China

    • 摘要: 为研究海绵措施对降雨径流的削减效果和不同降雨特征对海绵措施的影响,以宁夏固原市玫瑰苑小区为研究对象,构建暴雨洪水管理模型(Storm Water Management Model,SWMM),模拟不同重现期下研究区域海绵改造前后径流过程的变化。结果表明:①布设低影响措施对排水口1、2、3的径流削减效果明显。②重现期为1 a、5 a、10 a时,径流峰值和径流总量削减率分别可达到25%和10%,排水口水位峰值削减率可达到10%,且海绵措施可以适当延后洪峰出现时间;对于较大的降雨,海绵措施对径流的削减作用有限。③不同降雨特征的设计暴雨下,海绵措施的径流控制效果存在差异,径流峰值和水位峰值的削减率随着雨峰系数的增大而增大,径流总量的削减率随着降雨历时的增大而减小。

       

      Abstract: In order to study the reduction effect of sponge measures on rainfall runoff and the influence of different rainfall characteristics on sponge measures, a Storm Water Management Model (SWMM) was constructed in Meiguiyuan Community of Guyuan City of Ningxia to simulate the changes of runoff process before and after sponge reconstruction in the study area under different return periods. The results show that: ① The LID measures have obvious effect on the runoff reduction of the drainage at outlet 1, 2, and 3; ② When the return period is 1, 5 and 10 years, the reduction rate of peak runoff and total runoff can reach 25% and 10% respectively, and the reduction rate of peak water level at the outlet can reach 10%. Under different return periods, sponge measures can appropriately delay the occurrence time of flood peaks. However, for large rainfall, sponge measures have limited effect on runoff reduction; ③Under the design rainstorm with different rainfall characteristics, the runoff control effect of sponge measures is quite different. The reduction rate of runoff peak and water level peak increases with the increase of rainfall peak coefficient, the reduction rate of total runoff decreases with the increase of rainfall duration.

       

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