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Assessment of aquifer vulnerability to industrial waste water using resistivity measurements. A case study, along El-Gharbyia main drain, Nile Delta, Egypt
Faculty
Science
Year:
2011
Type of Publication:
Article
Pages:
140-150
Authors:
Gemail, Kh. S, El-Shishtawy, A. M, El-Alfy, M, Ghoneim, M. F, Abd El-Bary, M. H
DOI:
10.1016/j.jappgeo.2011.06.026
Journal:
JOURNAL OF APPLIED GEOPHYSICS ELSEVIER SCIENCE BV
Volume:
75
Research Area:
Geology; Mining \& Mineral Processing
ISSN
ISI:000295346400013
Keywords :
Nile Delta, Aquifer vulnerability, Groundwater pollution, 2D resistivity imaging
Abstract:
1D resistivity sounding and 2D resistivity imaging surveys were integrated with geological and hydrochemical data to assess the aquifer vulnerability and saltwater intrusion in the north of Nile Delta, Egypt. In the present study, the El-Gharbyia main drain was considered as a case study to map the sand bodies within the upper silt and clay aquitard. Twenty Schlumberger soundings and six 2D dipole-dipole profiles were executed along one profile close to the western side of the main drain. In addition, 14 groundwater samples and 4 surface water samples from the main drain were chemically analyzed to obtain the major and trace elements concentrations. The results from the resistivity and hydrochemical data were used to assess the protection of the groundwater aquifer and the potential risk of groundwater pollution. The inverted resistivities and thicknesses of the layers above the aquifer layer were used to estimate the integrated electrical conductivity (IEC) that can be used for quantification of aquifer vulnerability. According to the aquifer vulnerability assessment of an underlying sand aquifer, the southern part of the area is characterized by high vulnerability zone with slightly fresh to brackish groundwater and resistivity values of 11-23 Omega.m below the clay cap. The resistivity sections exhibit some sand bodies within the clay cap that lead to increase the recharging of surface waste water (650 mg/l salinity) and flushing the upper part of underlying saltwater aquifer. The region in the north has saltwater with resistivity less than 6 Omega.m and local vulnerable zones within the clay cap. The inverted 2D dipole-dipole profiles in the vulnerable zones, in combination with drilling information have allowed the identification of subsoil structure around the main drain that is highly affected by waste water. (C) 2011 Elsevier B.V. All rights reserved.
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