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Assessment of Artificial Recharge Test in Jeftlik – Faria Area, West Bank

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DOI: 10.4236/jwarp.2011.33024    4,752 Downloads   8,598 Views   Citations

ABSTRACT

An artificial recharge test site was selected in the Jeftlik area of the foot prints of the Faria basin, in the Upper Jordan Rift Valley. The artificial pond infiltration type of 26 meters diameter and 2.85 meters depth was used. It is a hyperbolic form of 500 cubic meters volume. The integration parameters of hydrogeological settings, hydrochemical characteristics of allocated water bodies, geophysical investigations and the potentiality of the aquifer system in the area were used for the test area selection. The test site area lies within the shallow Pleistocene aquifer of 30-50 meters saturated thickness. One groundwater well of 19 m distance and two groundwater wells of 1 km far distance were used for the system monitoring. The filled water in the test system comes from the wadi water floods brought by 1.5 km of open canal. The sub-catchment is of 3 km2. The recharge rate within the Pleistocene aquifer was determined. This experiment is tested for the water quality type fillings of the first flushing water floods, the water flood in the middle of the winter season and the pumped water from other wells far away from the experiment.

Conflicts of Interest

The authors declare no conflicts of interest.

Cite this paper

M. Ghanem, A. Marei, H. Hoetzl, L. Wolf, W. Ali and A. Assi, "Assessment of Artificial Recharge Test in Jeftlik – Faria Area, West Bank," Journal of Water Resource and Protection, Vol. 3 No. 3, 2011, pp. 186-191. doi: 10.4236/jwarp.2011.33024.

References

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[2] Y. Guttman, “The Hydrology of the Eastern Basin and Possibilities for the Development of Water Resources from the Pharaoh Stream to the Judean Desert,” Tahal, Tel Aviv, 1995.
[3] M. Ghanem, “Hydrogeology and Hydrochemistry of Fari-a Drainge Basin,” Freiberger Heft, 1999.
[4] Rofe and Raffetey Consulting Engineering, “West Bank Hydrology: Nablus District Water Resources Survey,” Geological and Hydrological Report, 1965.

  
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