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Modeling Highway Stormwater Runoff and Groundwater Table Variations with SWMM and GSSHA

机译:用SWMM和GSSHA模拟公路雨水径流和地下水位变化

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摘要

Hydrologic models are widely used to represent and study water flows in various land uses and environments. This paper presents work done to model stormwater runoff from a highway and forested watershed in Alabama using two models: Gridded Surface/Subsurface Hydrologic Analysis (GSSHA) and Storm Water Management Model (SWMM). Of particular importance in this work is exploring similarities and differences in surface and groundwater modeling results between the two models. SWMM and GSSHA calculated similar precipitation infiltration via the Green-Ampt equation and similar volumes of surface runoff for all events shown here. Comparisons of modeled data to measured streamflow and groundwater table elevation data are made for major storm events in 2013-2014. GSSHA reproduced event streamflow volumes with total sum of absolute residuals (TSAR) error ranges from -4.87 to -0.61 m~3/s compared with SWMM flow volume TSAR error ranges from -7.66 to 9.29 m~3/s. Both programs performed well in calculating the groundwater table elevation change due to stream bank storage, with sum-square error ranges of 0.0074-0.0206 for GSSHA and 0.0066-0.0249 for SWMM. GSSHA represented spatially varying groundwater table elevations, whereas SWMM calculated the average groundwater table elevation in response to rain events and stream bank storage.
机译:水文模型被广泛用于表示和研究各种土地利用和环境中的水流。本文介绍了使用两种模型对阿拉巴马州高速公路和森林流域的雨水径流进行建模的工作:网格地表/地下水文分析(GSSHA)和雨水管理模型(SWMM)。在这项工作中特别重要的是探索两个模型之间的地表水和地下水模型结果的异同。对于此处显示的所有事件,SWMM和GSSHA通过Green-Ampt方程计算出相似的降水入渗量,并计算出相似的地表径流量。针对2013-2014年的重大风暴事件,将模型数据与实测流量和地下水位高程数据进行了比较。 GSSHA复制事件流的绝对残差总和(TSAR)误差范围为-4.87至-0.61 m〜3 / s,而SWMM流量的TSAR误差范围为-7.66至9.29 m〜3 / s。这两个程序在计算由于河床蓄水引起的地下水位高程变化方面均表现出色,GSSHA的平方和误差范围为0.0074-0.0206,SWMM为0.0066-0.0249。 GSSHA代表了地下水位在空间上变化的高度,而SWMM则根据降雨事件和河岸存储来计算平均地下水位高程。

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  • 来源
    《Journal of hydrologic engineering》 |2017年第8期|04017025.1-04017025.15|共15页
  • 作者单位

    Dept. of Civil Engineering, 238 Harbert Engineering Center, Auburn Univ., Auburn, AL 36849 (corresponding author);

    Dept. of Civil Engineering, 238 Harbert Engineering Center, Auburn Univ., Auburn, AL 36849;

    Dept. of Civil Engineer, 238 Harbert Engineering Center, Auburn Univ., Auburn, AL 36849;

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