[1]陈芬,林峰,陈兴伟.采用分布式HEC-HMS水文模型的晋江流域暴雨次洪模拟[J].华侨大学学报(自然科学版),2012,33(3):325-329.[doi:10.11830/ISSN.1000-5013.2012.03.0325]
　CHEN Fen,LIN Feng,CHEN Xing-wei.Application of HEC-HMS Distributed Hydrological Model to the Rainflood Similation in Jinjiang River Basin[J].Journal of Huaqiao University(Natural Science),2012,33(3):325-329.[doi:10.11830/ISSN.1000-5013.2012.03.0325]
点击复制

采用分布式HEC-HMS水文模型的晋江流域暴雨次洪模拟()
分享到：

《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第33卷
期数:
2012年第3期
页码:
325-329
栏目:
出版日期:
2012-05-20

文章信息/Info

Title:
Application of HEC-HMS Distributed Hydrological Model to the Rainflood Similation in Jinjiang River Basin
文章编号:
1000-5013(2012)03-0325-05
作者:
陈芬; 林峰; 陈兴伟
福建师范大学地理研究所; 福建师范大学地理科学学院
Author(s):
CHEN Fen1; 2;  LIN Feng1;  CHEN Xing-wei2
1.Institute of Geography, Fujian Normal University, Fuzhou 350007, China; 2.College of Geographical Sciences, Fujian Normal University, Fuzhou 350007, China
关键词:
HEC-HMS水文模型;  晋江流域;  洪水模拟;  暴雨
Keywords:
HEC-HMS hydrological model;  Jinjiang River Basin;  flood simulation;  rainflood
分类号:
P333.2
DOI:
10.11830/ISSN.1000-5013.2012.03.0325
文献标志码:
A
摘要:
以晋江流域为研究区域,采用分布式HEC-HMS水文模型进行暴雨次洪模拟.分别通过SCS曲线数法计算水文损失,单位线法计算直接径流,Muskingum模型进行河道洪水演进,基流指数退水法模拟流域基流,并以1972-1979年的实测数据进行参数的率定及验证.研究结果表明:单峰的洪水模拟结果与实测数据拟合比较好,模型效率系数都在0.8以上,峰现误差为3h以内; 多峰的洪水效率系数在0.6以下.
Abstract:
Taking Jinjiang River Basin as a study area,the HEC-HMS distributed hydrological model was used in simulating rainfloods occurred in the basin.In the process of simulation,the hydrological loss was calculated by the SCS curve method,the direct run-off by the unit line method,the channel flowing by the Muskingum model and the basin baseflow by the way of exponential eecession mode.After calibration and validation on the basis of measured data during 1972 and 1979,it was found that,for uni-modal floods,the efficiency coefficients of the model were all great than 0.8 and the error time of peak flow was within 3 hours,showing a better performance in rainfloods simulation than for multi-modal floods,whose efficiency coefficients of the model were lower than 0.6.

参考文献/References:

[1] 吴险峰, 刘昌明, 郝芳华. 黄河小花区间暴雨径流过程分布式模拟 [J]. 水科学进展, 2004(4):511-516.doi:10.3321/j.issn:1001-6791.2004.04.020.
[2] 刘昌明, 夏军, 郭生练. 黄河流域分布式水文模型初步研究与进展 [J]. 水科学进展, 2004(4):495-500.doi:10.3321/j.issn:1001-6791.2004.04.017.
[3] 余钟波, 潘峰, 梁川. 水文模型系统在峨嵋河流域洪水模拟中的应用 [J]. 水科学进展, 2006(5):645-652.doi:10.3321/j.issn:1001-6791.2006.05.010.
[4] MARSIK M, WAYLEN P. An application of the distributed hydrologic model CASC2D to a tropical montane watershed [J]. Journal of Hydrology, 2006, (3/4):481-495.
[5] OLEYIBLO J O, LI Zhi-jia. Application of HEC-HMS for flood forecasting in Misai and Wan’an catchments in China [J]. Water Science and Engineering, 2010(1):14-22.doi:10.3882/j.issn.1674-2370.2010.01.002.
[6] VERMA A K, JHA M K, MAHANA R K. Evaluation of HEC-HMS and WEPP for simulating watershed runoff using remotesensing and Geographical information system [J]. Paddy and Water Environment, 2009(2):131-144.
[7] McCOLL C, AGGETT G. Land-use forecating and drologic model integration for improved land-use decision support [J]. Journal of Environmental Management, 2007(4):494-512.doi:10.1016/j.jenvman.2006.06.023.
[8] LIU Jin-tao, CHEN Xi, ZHANG Jia-bao. Coupling the Xinanjiang model to a kinematic flow model based on digital drainage networks for flood forecasting [J]. Hydrological Processes, 2009(9):1337-1348.doi:10.1002/hyp.7255.
[9] LIN Yu-pin, VERBURG P H, CHANG Chi-ru. Developing and comparing optimal and empirical land-use models for the development of an urbanized watershed forestin Taiwan [J]. Landscape and Urban Planning, 2009, (3/4):242-254.
[10] 张建军, 纳磊, 张波. HEC-HMS分布式水文模型在黄土高原小流域的可应用性 [J]. 北京林业大学学报, 2009(3):52-57.
[11] 雍斌, 张万昌, 赵登忠. HEC-HMS水文模型系统在汉江褒河流域的应用研究 [J]. 水土保持通报, 2006(3):86-90.doi:10.3969/j.issn.1000-288X.2006.03.020.
[12] 万荣荣, 杨桂山, 李恒鹏. 中尺度流域次降雨洪水过程模拟:以太湖上游西苕溪流域为例 [J]. 湖泊科学, 2007(2):170-176.doi:10.3321/j.issn:1003-5427.2007.02.010.
[13] USACE. HEC-HMS technical reference manual [R]. California:US Army Corps of Engineers Hydrologic Engineering Center, 2000.
[14] 王林. 基于SWAT模型的晋江流域产流产沙模拟 [D]. 福州:福建师范大学, 2008.6.doi:10.1513/pats.200908-094RM.
[15] USDA. Urban hydrology for small watersheds:TR 55 [R]. Washington:United States Department of Agriculture, 1975.
[16] PONCE V M. Diffusion wave modeling of catchment dynamics [J]. Journal of Hydraulic Engineering Division ASCE, 1986(8):716-727.
[17] NASH J E, SUTCLIFFE J V. River flow forecasting through conceptual models [J]. Journal of Hydrology, 1970(3):282-290.

备注/Memo

备注/Memo:
福建省科技计划重点基金资助项目(2009R10039-2)
更新日期/Last Update: 2014-03-23