Modelling Rainfall Runoff Relations Using HEC-HMS and IHACRES for a Single Rain Event in an Arid Region of Jordan

被引:82
作者
Abushandi, Eyad [1 ]
Merkel, Broder [2 ,3 ]
机构
[1] Univ Tabuk, Dept Civil Engn, Fac Engn, Tabuk, Saudi Arabia
[2] Tech Univ Bergakad Freiberg, D-09596 Freiberg, Germany
[3] Tech Univ Bergakad Freiberg, Inst Geol, D-09596 Freiberg, Germany
关键词
HEC-HMS; IHACRES; GIS; Arid region; Wadi Dhuliel; SCS-CN method; WATER-RESOURCES; HYDROLOGICAL MODELS; SEMIARID REGIONS; RIVER-BASIN; SWAT MODEL; GIS; HYDROGRAPH; CATCHMENTS; PREDICTIONS; SIMULATION;
D O I
10.1007/s11269-013-0293-4
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The HEC-HMS and IHACRES rainfall runoff models were applied to simulate a single streamflow event in Wadi Dhuliel arid catchment that occurred on 30-31/01/2008. Streamflow estimation was performed on the basis of an hourly scale. The aim of this study was to develop a new framework of rainfall-runoff model applications in arid catchments by integrating a re-adjusted satellite-derived rainfall dataset (GSMaP_MVK+) to determine the location of the rainfall storm. The HEC-HMS model was applied using the HEC-GeoHMS extension in ArcView 3.3 while the IHACRES is Java-based version model. The HEC-HMS model input data include soil type, land use/land cover, and slope. By contrast, the lumped model IHACRES was also applied, based on hourly rainfall and temperature data. Both models were calibrated and validated using the observed streamflow data set collected at Al-Za'atari discharge station. The performance of IHACRES showed some weaknesses, while the flow comparison between the calibrated streamflow results fits well with the observed streamflow data in HEC-HMS. The Nash-Sutcliffe efficiency (E-f) for the two models was 0.51 and 0.88 respectively.
引用
收藏
页码:2391 / 2409
页数:19
相关论文
共 44 条
[1]   Single event watershed model for simulating runoff hydrograph in desert regions [J].
Abdulla, FA ;
Amayreh, JA ;
Hossain, AH .
WATER RESOURCES MANAGEMENT, 2002, 16 (03) :221-238
[2]  
Abu Qdais HA, 2002, DESALINATION, V150, P99
[3]  
Abushandi E., 2011, HYDROL EARTH SYST SC, V8, P1665, DOI [10.5194/hessd-8-1665-2011, DOI 10.5194/HESSD-8-1665-2011]
[4]  
Abushandi E, 2011, J WATER CLI IN PRESS
[5]   GIS-hydrological models for managing water resources in the Zarqa River basin [J].
Al-Abed, N ;
Abdulla, F ;
Abu Khyarah, A .
ENVIRONMENTAL GEOLOGY, 2005, 47 (03) :405-411
[6]   Combining GIS with multicriteria decision making for siting water harvesting ponds in Northern Jordan [J].
Al-Adamat, Rida ;
Diabat, Abdullah ;
Shatnawi, Ghada .
JOURNAL OF ARID ENVIRONMENTS, 2010, 74 (11) :1471-1477
[7]  
Al-Qudah B., 2001, Options Mediterraneennes, Serie B, V34, P127
[8]   Jordan's water resources - Supply and future demand [J].
Alkhaddar, RM ;
Sheehy, WJS ;
Al-Ansari, N .
WATER INTERNATIONAL, 2005, 30 (03) :294-303
[9]   Coupling HEC-HMS with atmospheric models for prediction of watershed runoff [J].
Anderson, ML ;
Chen, ZQ ;
Kavvas, ML ;
Feldman, A .
JOURNAL OF HYDROLOGIC ENGINEERING, 2002, 7 (04) :312-318
[10]   Large area hydrologic modeling and assessment - Part 1: Model development [J].
Arnold, JG ;
Srinivasan, R ;
Muttiah, RS ;
Williams, JR .
JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, 1998, 34 (01) :73-89