Arid
DOI10.5004/dwt.2018.22346
Groundwater share quantification through flood hydrographs simulation using two temporal rainfall distributions
Balkhair, Khaled S.1,2; Masood, Amjad1,3; Almazroui, Mansour4; Rahman, Khalil Ur1,5; Bamaga, Omar A.2; Kamis, Ahmed S.1; Ahmed, Iqbal4; Al-Zahrani, Mohammed, I6; Hesham, K.7
通讯作者Balkhair, Khaled S.
来源期刊DESALINATION AND WATER TREATMENT
ISSN1944-3994
EISSN1944-3986
出版年2018
卷号114页码:109-119
英文摘要

Due to the scarcity, randomness, and extremity of rainfall events in arid regions, planning and management of water resources are essential. Rainfall in many arid regions such as Saudi Arabia is characterized by high intensity and short duration during which flash floods occur and cause not only major loss in life and structures but also a huge loss of clean water. Understanding the relationship between rainfall and runoff is the key issue in the management and control of water resources. In this study, two approaches have been applied using Hydrologic Engineering Center’s Hydraulic Modeling System model to simulate flood hydrographs of a mountainous watershed located on the west side of Saudi Arabia. The first approach was based on incorporating losses through the soil conservation service (SCS) curve number and SCS unit hydrograph. The second approach was based on effective rainfall in which excess rainfall was computed by Horton’s infiltration method and the Phi index method. Results revealed that the performance of losses incorporation approach was poor in simulating runoff hydrographs in all studied storms. Its main drawback was the ineffective representation of flow mass conservation and the early generation of runoff due to rainfall input. In contrast, the effective rainfall approach simulated runoff hydrographs efficiently; moreover, results were comparable with many of those reported in the literature. The two critical hydrograph parameters of peak flow and time to peak were simulated accurately by Phi index method and Horton’s infiltration method. The sensitivity analysis showed that the peak flow is directly proportional to the curve number and inversely proportional to the initial abstraction. From water management point of view, the simulated hydrographs added a valuable piece of information about the quantification of lost and stored rainwater. About 55%-70% of rainwater infiltrates through the soil profile and recharges the underlined groundwater reservoir, hence becomes a major source of water in the region.


英文关键词Arid regions Excess rainfall Floods hydrograph Temporal distribution HEC-HMS Clean water
类型Article
语种英语
国家Saudi Arabia ; Pakistan ; Peoples R China
收录类别SCI-E
WOS记录号WOS:000445126500012
WOS关键词RIVER-BASIN ; HEC-HMS ; NEURAL-NETWORK ; GIS TECHNIQUES ; SAUDI-ARABIA ; RUNOFF ; CATCHMENT ; HYDROLOGY ; EVENTS ; CHINA
WOS类目Engineering, Chemical ; Water Resources
WOS研究方向Engineering ; Water Resources
来源机构清华大学
资源类型期刊论文
条目标识符http://119.78.100.177/qdio/handle/2XILL650/208565
作者单位1.King Abdulaziz Univ, Dept Hydrol & Water Resources Management, Jeddah, Saudi Arabia;
2.King Abdulaziz Univ, Ctr Excellence Desalinat Technol, Jeddah, Saudi Arabia;
3.Global Change Impact Studies Ctr, Islamabad, Pakistan;
4.King Abdulaziz Univ, Ctr Excellence Climate Change Res, Dept Meteorol, Jeddah, Saudi Arabia;
5.Tsinghua Univ, Dept Hydraul Engn, Beijing, Peoples R China;
6.Saudi Geol Survey, Jeddah, Saudi Arabia;
7.King Abdulaziz Univ, Dept Geophys, Jeddah, Saudi Arabia
推荐引用方式
GB/T 7714
Balkhair, Khaled S.,Masood, Amjad,Almazroui, Mansour,et al. Groundwater share quantification through flood hydrographs simulation using two temporal rainfall distributions[J]. 清华大学,2018,114:109-119.
APA Balkhair, Khaled S..,Masood, Amjad.,Almazroui, Mansour.,Rahman, Khalil Ur.,Bamaga, Omar A..,...&Hesham, K..(2018).Groundwater share quantification through flood hydrographs simulation using two temporal rainfall distributions.DESALINATION AND WATER TREATMENT,114,109-119.
MLA Balkhair, Khaled S.,et al."Groundwater share quantification through flood hydrographs simulation using two temporal rainfall distributions".DESALINATION AND WATER TREATMENT 114(2018):109-119.
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