Abstract
Water resources in arid and semi-arid regions are constrained by several critical problems, including scarcity of water resources and extensive use of groundwater. Climate change and population growth will certainly result in a decline in water tables and degradation of groundwater quality. The purpose of this study is to create rainwater retention ponds in the Najran Valley located at the southern border of Saudi Arabia. Over the past decade, various researchers have reported a sharp decrease in the availability of water in the area. In addition to urban sprawl, excessive groundwater extraction is the primary cause of the decrease. Even though the valley receives a sufficient amount of rainfall throughout the year, there is no adequate rainwater management system in place. As a result of this combined water management issue, the authorities are seeking additional water storage options in addition to the Najran dam reservoir. To evaluate the flood characteristics of the region, an extensive GIS-based hydrological study is conducted. To estimate flood volumes, the critical flood-prone areas are identified and their catchments are calculated. To store rainwater generated by these catchments during rainfall events, a variety of suitable locations have been proposed for retention ponds. The construction of retention ponds would have numerous environmental benefits in addition to solving the problem of water scarcity. As a result of the study, the authorities will be able to implement a management strategy that maximizes the use of the region's water resources.
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Data Availability Statement
The datasets generated and analyzed during the research are available with the corresponding author and can be furnished upon request.
Abbreviations
- CN:
-
Curve number
- DEM:
-
Digital elevation model
- DTM:
-
Digital terrain model
- DW:
-
Diffusion wave
- IDF:
-
Water distribution network
- IWRM:
-
Integrated water resources Mgmt.
- KW:
-
Kinematic wave
- SCS:
-
Soil conservation service
- SRTM:
-
Shuttle radar topography mission
- SWE:
-
Shallow water equations
- d :
-
Water depth for SWE
- f :
-
Coriolis parameter for SWE
- h :
-
Water level for SWE
- I a :
-
Initial abstraction
- L :
-
Length of drainage basin (km)
- P :
-
Accumulated depth of rainfall (mm)
- q :
-
Source flow for SWE
- R:
-
Depth of runoff (mm)
- S :
-
Function of CN value (mm)
- S B :
-
Slope of drainage basin (m/m)
- S o :
-
Bed slope variation for SWE
- T C :
-
Time of concentration (min.)
- u, v :
-
Average velocities of flow
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Acknowledgements
The authors would like to express their gratitude to the Ministry of Education and the Deanship of Scientific Research—Najran University—The Kingdom of Saudi Arabia for their financial and technical support under code number NU/DRP/SERC/12/52.
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Alyami, S.H., Jamil, R. & Ghanim, A.A. Feasibility Assessment and Environmental Benefits of Developing Rainwater Retention Ponds Across Najran Valley. Arab J Sci Eng (2024). https://doi.org/10.1007/s13369-024-08916-8
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DOI: https://doi.org/10.1007/s13369-024-08916-8