Flood forecasting with a dam watershed event-based hydrological model in a semi-arid context: case study in Morocco

被引:1
作者
Laassilia, Oussama [1 ]
Saghiry, Soumia [2 ]
Ouazar, Driss [1 ]
Bouziane, Ahmed [1 ]
Hasnaoui, Moulay Driss [3 ]
机构
[1] Mohammed V Univ Rabat, Mohammadia Sch Engineers, Hydraul Syst Anal Lab, Rabat 10090, Morocco
[2] Hassane II Univ Casablanca, Fac Sci & Tech Mohammedia, Proc & Environm Engn Lab, Casablanca, Morocco
[3] Minist Equipment & Water, Water Dept, Rabat, Morocco
关键词
event-based model; flood management; frequency analysis; HEC-HMS model; sensitivity analysis; SMBA dam reservoir; HEC-HMS; RAINFALL; HYDROGRAPHS; SENSITIVITY; RESOURCES;
D O I
10.2166/wpt.2022.025
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Event-based rainfall-runoff mechanism modeling is a very useful process for flood forecasting, in particular at the level of the dam' watersheds in semi-arid regions. In this regard, this paper presents a flood modeling application in the Sidi Mohammed Ben Abdellah (SMBA) dam watershed in Morocco, using the HEC-HMS model. The SCS Curve Number, the SCS Unit hydrograph, and the Recession were chosen as loss, transform, and baseflow methods respectively. The various frequency floods entering the SMBA dam were simulated using the elaborated model. The results show that it is possible to estimate the volumes of water generated during floods satisfactorily with errors of 6-11%, while the error in peak flow is around 20%. The median NSE, during validation, is 0.58 and the R-2 is about 0.67. Sensitivity analysis shows that the runoff volume, the peak flow, and the NSE was found to be more sensitive to Lag time and Curve Number parameters. The developed event-based model will make it possible to carry out several simulations allowing the assessment of the North to South Water Transfer Project (NSWTP) operation, in particular, the SMBA dam reservoir management during the flood periods.
引用
收藏
页码:817 / 834
页数:18
相关论文
共 34 条
[1]  
AHBARI A, 2018, ARAB J GEOSCI, V11
[2]  
Almeida IsabelKaufmann de., 2014, GEOCIENCIAS, V33, P661
[3]  
[Anonymous], 2012, MODELISATION CRUES B
[4]  
Arnaud P., 2000, Revue des Sciences de l'Eau, V13, P441
[5]  
Azizian A., 2018, American Journal of Engineering and Applied Sciences, V11, P327, DOI DOI 10.3844/AJEASSP.2018.327.341
[6]  
Bennani-Baiti H., 2017, J SUSTAINABLE WATERS, P130, DOI [10.5147/jswsm.2017.0159, DOI 10.5147/JSWSM.2017.0159]
[7]   Event and Continuous Hydrologic Modeling with HEC-HMS [J].
Chu, Xuefeng ;
Steinman, Alan .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2009, 135 (01) :119-124
[8]  
DASILVEIRA ALL, 2016, BRAZILIAN J WATER RE, V21
[9]   Modeling of Event and Continuous Flow Hydrographs with HEC-HMS: Case Study in the Kelani River Basin, Sri Lanka [J].
De Silva, M. M. G. T. ;
Weerakoon, S. B. ;
Herath, Srikantha .
JOURNAL OF HYDROLOGIC ENGINEERING, 2014, 19 (04) :800-806
[10]   Sensitivity analysis of hydrological models: review and way forward [J].
Devak, Manjula ;
Dhanya, C. T. .
JOURNAL OF WATER AND CLIMATE CHANGE, 2017, 8 (04) :557-575