首页|地形格网大小对小流域洪水模拟影响研究

地形格网大小对小流域洪水模拟影响研究

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以河北省邢台市柳林流域为研究区域,通过HEC-GeoHMS模块处理30 m、90 m、1 km格网DEM数据,构建相应的HEC-HMS模型,对柳林流域选取的19场洪水进行模拟,对比分析不同地形格网大小对洪水模拟的影响,以探索基于不同格网大小地形构建的水文模型在柳林流域洪水模拟的适用性.结果表明:30 m、90 m、1 km格网模型洪峰流量合格率分别为68.4%、42.1%、26.3%;径流量合格率分别为78.9%、68.4%、68.4%;率定期和验证期纳什效率系数均值为0.59、0.57、0.46.因此,30 m格网模型更适合用来进行柳林流域洪水模拟.
Study on the Influence of Topographic Data Accuracy on Watershed Flood Simulation
Taking Liulin watershed in Xingtai City,Hebei Province as the research area,this paper processed DEM data with 30 m,90 m and 1 km accuracy through HEC-GeoHMS module,and constructed the corresponding HEC-HMS model,simulated 19 floods selected in Liulin watershed,then compared and analyzed the impacts of different terrain accuracy on flood simulation,so as to explore the applicability of different resolution models in Liulin watershed flood simulation.According to the research re-sults,the qualified rates of peak flood volume of 30 m,90 m and 1km precision models are 68.4%,42.1%and 26.3%respec-tively;The qualified rates of runoff are 78.9%,68.4%and 68.4%respectively;The mean values of Nash efficiency coefficient are 0.59,0.57 and 0.46.The 30 m precision model is more suitable for flood simulation in Liulin basin.

HEC-HMSflood simulationDEM resolutionLiulin watershed

段现辉、李磊菁、李建柱

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河北省沧州水文勘测研究中心,河北沧州 061000

天津大学水利工程仿真与安全国家重点实验室,天津 300350

HEC-HMS 洪水模拟 DEM格网尺寸 柳林流域

2024

水文
水利部水文局 水利部水利信息中心

水文

CSTPCD北大核心
影响因子:0.742
ISSN:1000-0852
年,卷(期):2024.44(1)
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