Assessment of aquifer vulnerability to industrial waste water using resistivity measurements. A case study, along El-Gharbyia main drain, Nile Delta, Egypt

被引:34
作者
Gemail, Kh. S. [1 ]
El-Shishtawy, A. M. [2 ]
El-Alfy, M. [3 ]
Ghoneim, M. F. [2 ]
Abd El-Bary, M. H. [2 ]
机构
[1] Zagazig Univ, Fac Sci, Zagazig, Egypt
[2] Tanta Univ, Fac Sci, Tanta, Egypt
[3] Mansoura Univ, Fac Sci, Mansoura 35516, Egypt
关键词
Nile Delta; Aquifer vulnerability; Groundwater pollution; 2D resistivity imaging; INVERSION; INTRUSION;
D O I
10.1016/j.jappgeo.2011.06.026
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
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.
引用
收藏
页码:140 / 150
页数:11
相关论文
共 28 条
[1]  
[Anonymous], 2006, WORLD HLTH ORG, DOI DOI 10.5942/JAWWA.2017.109.0087
[2]  
Bobachev A, 2003, IPI2WIN V2 0 USERS G
[3]   Assessing aquifer vulnerability to pollutants by electrical resistivity tomography (ERT) at a nitrate vulnerable zone in NE Spain [J].
Casas, A. ;
Himi, M. ;
Diaz, Y. ;
Pinto, V. ;
Font, X. ;
Tapias, J. C. .
ENVIRONMENTAL GEOLOGY, 2008, 54 (03) :515-520
[4]  
CHRISTIANSEN AV, 2005, RESISTIVITY GEOPHYS
[5]  
DAHAB KA, 1993, THESIS MENOFIA U SHI
[6]   OCCAM INVERSION TO GENERATE SMOOTH, 2-DIMENSIONAL MODELS FROM MAGNETOTELLURIC DATA [J].
DEGROOTHEDLIN, C ;
CONSTABLE, S .
GEOPHYSICS, 1990, 55 (12) :1613-1624
[7]   Geoelectrical and hydrogeochemical studies for delineating ground-water contamination due to salt-water intrusion in the northern part of the Nile Delta, Egypt [J].
Ebraheem, AAM ;
Senosy, MM ;
Dahab, KA .
GROUND WATER, 1997, 35 (02) :216-222
[8]  
ELGUINDY S, 1987, PUBLICATION ILRI, V41
[9]   Microtremor Measurements in the Nile Delta Basin, Egypt: Response of the Topmost Sedimentary Layer [J].
Fergany, Elsayed A. ;
Bonnefoy-Claudet, Sylvette .
SEISMOLOGICAL RESEARCH LETTERS, 2009, 80 (04) :591-598
[10]  
*GEOTOMO, 2006, RES2DINV SOFTW MAN