基于理想化同心圆降雨概化的流域洪水响应规律

    Flood response law of river basin based on idealized concentric circle rainfall generalization method

    • 摘要: 为研究降雨时空分布对流域洪水过程响应规律,以延河流域为研究对象,基于SWMM建立一维水文模型,提出一种理想化的同心圆降雨概化方法,即设定降雨在流域内以同心圆的方式移动,通过改变降雨移动位置以及移动路径来模拟分析各典型断面的径流过程。结果表明:①在西北向东南方向的降雨路径下,流域出口断面的洪峰流量由75.97 m3/s增大到133.43 m3/s,峰现时间提前16 h,各个支流断面峰值流量都呈现先增大后减小的趋势。②降雨移动路径对流域出口断面的最大洪峰流量影响不大,由西北向东南方向的降雨路径在位置7处产生的最大洪峰流量为133.43 m3/s,东北向西南方向的降雨路径在位置2处产生的最大洪峰流量为138.17 m3/s,流量仅增加了3.55%。③各断面的径流过程表明,流域典型断面径流过程受降雨空间分布与汇流时间的协同调控,其中降雨区域的位置决定流域降雨分布,汇流时间的长短决定流域流量的汇集快慢。研究成果可为河道洪水风险评估提供借鉴。

       

      Abstract: To study the response law of the flood process in a basin to the uneven temporal and spatial distribution of rainfall, by taking the Yanhe River Basin as the research object, a one-dimensional hydrological model was established based on SWMM, and an idealized concentric circle rainfall generalization method was proposed.That is, the rainfall was set to move in a concentric circle pattern within a basin.By changing the rainfall movement position and path, the runoff process at each typical section was simulated and analyzed.The results showed that: ① Under the rainfall path from northwest to southeast, the peak flow at the basin outlet section increased from 75.97 m3/s to 133.43 m3/s, and the peak emerging time was advanced by 16 hours.The peak flow at each tributary section showed a trend of first increasing and then decreasing.② The rainfall movement path had little effect on the maximum peak flow at the basin outlet section.The maximum peak flow of 133.43 m3/s was generated at position 7 under the rainfall path from northwest to southeast, and the maximum peak flow of 138.17 m3/s was generated at position 2 under the rainfall path from northeast to southwest, with a flow increase of only 3.55%.③ According to the runoff process at each section, the runoff process at the typical sections of the basin was jointly regulated by the spatial distribution of rainfall and the convergence time.The position of the rainfall area determined the rainfall distribution in the basin, and the duration of the convergence time determined the speed of flow convergence in the basin.The research results can provide a reference for the flood risk assessment of rivers.

       

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