Abstract
The Kingdom of Bahrain has extremely poor endowment of water resources. In the last four decades, the kingdom has experienced fast-paced socio-economic development and rapid population growth which has been associated with dramatic increase in water demands. To meet these water requirements, heavy reliance on groundwater was made, leading to its over-exploitation and resulting in a significant decline in groundwater levels and serious degradation in its quality due to saltwater intrusion. To rehabilitate groundwater, authorities need to pursue two management approaches: (1) lowering groundwater abstraction to its safe yield through implementing demand management and conservation policies; and (2) augmenting groundwater storage by managed aquifer recharge (MAR). In the latter case, recharge can be made during rainfall extreme events, where relatively large amounts of water become available in a relatively short time and accumulates at surface depressions. These waters can be stored in groundwater by enhancing their infiltration through gravity injection wells. In this research, the optimal locations for MAR in Bahrain are identified by employing a multi-criteria decision-making (MCDM) methodology using geographic information system (GIS). The weighted overlay method (WOA) was implemented to identify optimal MAR locations using eight parameters: geology, geomorphology, soil type, land use/land cover, slope, curvature, drainage density, and distance from lineaments. The highest scores (ranked excellent to very good), indicating the most suitable locations for both rainwater harvesting and MAR, were identified at a number of locations. Then, these locations were validated by actual MAR field projects conducted in Bahrain by the water authorities and the majority of these locations were found in agreement. As next steps, it is recommended to conduct an in-depth investigation at the identified locations using a higher-resolution satellite images with utilities infrastructure maps, and include the depth to groundwater as a criteria for the optimum selection of the sites, to be followed by MAR pilot field investigation, monitoring, and modeling for the highest potential locations.
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Acknowledgements
This study is funded by the Water Resources Council of the Kingdom of Bahrain as a special study under project. “Development of National Water Strategy and Implementation Plan for the Kingdom of Bahrain 2030”.
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Appendices
Appendix A: Reclassification and Ranking Tables for the Parameters of Slope, Curvature, Drainage Density and Distance from Lineaments
1.1 Slope Parameter Reclassification and Ranking Table
Old values | New values | Ranks |
---|---|---|
0.0–0.1 | 1 | 5 |
0.1–2.5 | 2 | 4 |
2.5–4.0 | 3 | 3 |
4.0–6.0 | 4 | 2 |
> 6 | 5 | 1 |
1.2 Curvature Parameter Reclassification and Ranking Table
Old values | New values | Ranks |
---|---|---|
− 5.788 to 0.926 | 1 | 1 |
− 0.926 to − 0.347 | 2 | 1 |
− 0.347 to − 0.116 | 3 | 1 |
− 0.116 to 0.116 | 4 | 1 |
0.116 to 0.347 | 5 | 1 |
0.347 to 0.695 | 6 | 4 |
0.695 to 1.389 | 7 | 5 |
1.389 to 2.663 | 8 | 5 |
2.663 to 7.409 | 9 | 5 |
1.3 Drainage Parameter Reclassification and Ranking Table
Old values | New values | Ranks |
---|---|---|
0–401 | 1 | 1 |
401–1544 | 2 | 2 |
1544–3548 | 3 | 3 |
3548–7044 | 4 | 3 |
7044–15,283 | 5 | 4 |
15,283–28,802 | 6 | 4 |
28,802–45,921 | 7 | 5 |
45,921–66,743 | 8 | 5 |
> 66,743 | 9 | 5 |
1.4 Distance from Lineaments Parameter Reclassification and Ranking Table
Old values | New values | Ranks |
---|---|---|
0–2300 | 1 | 5 |
2300–5981 | 2 | 4 |
5981–9891 | 3 | 3 |
9891–14,262 | 4 | 2 |
14,262–19,782 | 5 | 1 |
19,782–28,063 | 6 | 1 |
28,063–48,076 | 7 | 1 |
48,076–51,986 | 8 | 1 |
51,986–58,887 | 9 | 1 |
Appendix B: Ranking Tables for the Parameters of Geology, Geomorphology, Soil Type and Land Use/Land Cover
2.1 Geology Parameter Ranking Table
Geological classes | Ranks |
---|---|
Coastal deposit | 1 |
Ras al Aqr formation | 2 |
Al Buhair carbonate formation | 5 |
Forminiferal carbonate formation | 5 |
Dil Rafah carbonate formation | 5 |
Jabal Hisai formation | 3 |
Hafirah Awali carbonate formation | 4 |
Jabal Cap formation | 2 |
2.2 Geomorphology Parameter Ranking Table
Geomorphological classes | Ranks |
---|---|
Aeolian | 2 |
Shell | 4 |
Settle | 5 |
Accretion | 2 |
Bedrock | 5 |
Scarp | 1 |
Worked | Restricted |
Fans | 2 |
Coastal | 1 |
Mangrove | Restricted |
Stone | 5 |
Dilmun | 5 |
Sand | 3 |
Patterned | 2 |
Shelly | 2 |
Salt | 1 |
2.3 Soil Type Parameter Ranking Table
Soil classes | Ranks |
---|---|
Cultivated Solonchak | 3 |
Regosols | 3 |
Miscellaneous land categories | 3 |
Natural Solonchak | 4 |
Raw mineral soil | 5 |
Rock dominated areas | 5 |
2.4 Land Use/Land Cover Parameter Ranking Table
Land use/land cover classes | Ranks |
---|---|
Vacant land | 5 |
Built-up | 1 |
Agricultural land | 2 |
Wetland | 4 |
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Kadhem, G.M., Zubari, W.K. Identifying Optimal Locations for Artificial Groundwater Recharge by Rainfall in the Kingdom of Bahrain. Earth Syst Environ 4, 551–566 (2020). https://doi.org/10.1007/s41748-020-00178-2
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DOI: https://doi.org/10.1007/s41748-020-00178-2