Influence of Parameter Variation on Basin Flood Simulation Result of HEC-HMS Model

GAO Yu-qin; ZHANG Ze-yu; LAI Li-juan; LIU Yun-ping

doi:10.11988/ckyyb.20180116

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Journal of Changjiang River Scientific Research Institute ›› 2019, Vol. 36 ›› Issue (6) : 26-30. DOI: 10.11988/ckyyb.20180116

FLOOD PREVENTION AND DISASTER REDUCTION

Influence of Parameter Variation on Basin Flood Simulation Result of HEC-HMS Model

GAO Yu-qin, ZHANG Ze-yu, LAI Li-juan, LIU Yun-ping

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Abstract

The impermeability of basin, allowable water depth and drainage modulus of polder are main parameters of basin flood simulation in the HEC-HMS (The Hydrologic Engineering Center’s Hydrologic Modeling System) model under polder flood control mode.The setting of these parameters has strong impact on the simulation results. Taking Qinhuai River Basin as research area, we constructed an HEC-HMS hydrological simulation model to analyze the influence of impermeability, allowable water depth and drainage modulus on flood peak and flood volume simulation results. Results revealed that with impermeability increasing from 20% to 70%, the flood volume and flood peak of river basin in polder flood control mode displayed consistent rising trend. When the allowable water depth of polder raise, the flood volume of the basin in the polder mode was decreasing, while the flood peak was increasing. Moreover, with the reduction of drainage modulus, the flood peak and flood volume of the basin were decreasing.

Key words

HEC-HMS model / flood simulation / parameter change / polder / Qinhuai River Basin

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GAO Yu-qin, ZHANG Ze-yu, LAI Li-juan, LIU Yun-ping. Influence of Parameter Variation on Basin Flood Simulation Result of HEC-HMS Model[J]. Journal of Changjiang River Scientific Research Institute. 2019, 36(6): 26-30 https://doi.org/10.11988/ckyyb.20180116

References

[1] 陆波, 梁忠民, 余忠波. HEC子模型在降雨径流模拟中的应用研究[J].水力发电, 2005(31): 12-14.
[2] 李燕, 孙永寿, 朱朝霞. HEC-HMS及其在篓子沟流域的应用研究[J].中国农村水利水电,2009(3): 47-49.
[3] 吴建红,朱积军. HEC-HMS模型及其应用比较研究[J]. 科技创新导报, 2010(4):6-7.
[4] 刘洋, 马长明. HEC-HMS模型构建方法及在山区洪水预报中的应用[J].山西建筑, 2013,39(19): 209-211.
[5] 史培军, 袁艺, 陈晋. 深圳市土地利用变化对流域径流的影响[J]. 生态学报, 2001, 21(7):1041-1049.
[6] 权瑞松,刘敏,侯立军, 等.土地利用动态变化对地表径流的影响:以上海浦东新区为例[J].灾害学, 2009, 24(1):45-49.
[7] 徐有鹏,丁瑾佳,陈莹. 长江三角洲地区城市化的水文效应研究[D].南京: 南京大学, 2009(4): 67-73.
[8] CARLSON T N. Analysis and Prediction of Surface Runoff in an Urbanizing Watershed Using Satellite Imagery[J].Journal of the American Water Resources Association, 2004(8): 1087-1098.
[9] KAUFFMAN G J, BELDEN A C, VONCK K J, et al.Link between Impervious Cover and Base Flow in the White Clay Creek Wildand Scenic Watershed in Delaware[J]. Journal of Hydrologic Engineering, 2009, 14(4): 324-335.
[10]CHOI K S, BALL J E.Parameter Estimation for Urban Runoff Modeling[J]. Urban Water, 2002(4): 31-41.
[11]张建新, 惠士博, 谢森传. 利用降雨入渗产流分析原理和Nash单位线汇流方法进行排涝模数计算的研究[J].水文, 2002, 22(3):1-4.
[12]郭晓萌, 罗强, 邵东国, 等.改进平湖法的时间步长对排涝模数的影响探讨[J].灌溉排水学报, 2008, 27(6):45-47.
[13]PASINI P. Coefficienti Udometrici Desunti dal Lavoro Delle Machine Nelle Bonifiche Meccaniche[R]. Roma:Agosto, Roma, Italy: Giornale del Genio Civile,1940.
[14] The United States Department of Agriculture. National Engineering Handbook, Part 650 Engineering Field andbook, Chapter 14 Water Management[R]. Washington, DC: Natural Resources Conservation Service, 2001.
[15]高玉芳, 陈耀登, 蒋义芳, 等.DEM数据源及分辨率对HEC-HMS水文模拟的影响[J].水科学进展, 2015, 26(5):624-630.
[16]林峰, 陈莹, 陈兴伟, 等. 基于HEC-HMS模型的时间步长对次洪模拟的影响分析[J].山地学报, 2011, 29(1):50-54.
[17]邓霞, 董晓华, 薄会娟.目标函数对HEC-HMS模型参数率定的影响研究[J].水电能源科学, 2010, 28(8):17-19.
[18] GAO Yu-qin, YUAN Yu, WANG Huai-zhi, et al. Examining the Effects of Urban Agglomeration Polders on Flood Events in Qinhuai River Basin, China with HEC-HMS Model[J].Water Science Technology,2017, 75(9):2130-2138.
[19]袁玉, 高玉琴, 吴锡.基于HEC-HMS水文模型的秦淮河流域圩垸式防洪模式洪水模拟[J].三峡大学学报(自然科学版),2015,37(5):34-39.
[20]刘静森. 平原圩区排涝泵站群常规调度优化方法研究[D].扬州:扬州大学, 2015.
[21]李彩丽. 秦淮河流域不透水面提取及其水文效应研究[D].南京:南京大学, 2011.