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Geoelectrical Study for Groundwater Resources in Parts of the Ahmedabad and Gandhinagar Cities, Gujarat, India


Affiliations
1 Institute of Seismological Research, Gandhinagar 382 009, India
2 CSIR-National Geophysical Research Institute, Hyderabad 500 007, India
 

The central alluvial plains of Gujarat, western India, consist of deposits of north–south flowing rivers from the Aravalli hills. The Gandhinagar and Ahmedabad districts in the state form a part of the Cambay basin and are occupied by Quaternary alluvium comprising mainly of sand, gravel, silt clay, kankar, etc. Direct current (DC) electrical resistivity studies have been carried out at six sites in Gandhinagar and Ahmedabad cities to map ground­water levels and major shallow subsurface geo­electric layers using a 72-electrode resistivity imaging system. Two dimensional (2D) resistivity models and bore­hole data infer a multilayered aquifer system in Ahmeda­bad. The top confined aquifer is at a depth of 22–25 m and the second unconfined aquifer is at a 60–65 m depth. These two aquifers are separated by highly com­pacted clay/clayey sand. For the two locations in Ahmedabad city, the 2D resistivity model suggests 10–15 m variation in the groundwater level. In Gandhinagar, as the survey location is close to the Sabarmati River and the exploitation of groundwater is less than in Ahmedabad, the groundwater table is at shallow level. Further, the resistivity estimates suggest that, at all three locations, the groundwater is moderately saline. The infer resistivity sections are correlated with groundwater level and borehole data

Keywords

Aquifers, Borehole Data, Groundwater, Sedimentary Basins, Two-Dimensional Resistivity Imaging.
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  • Kumar, G. P., Mahender, E., Singh, Y. K., Mahesh, P. and Mohan, K., Delineation of aquifer layer along Anjar–Rapar corridor, eastern Kachchh basin, Gujarat using electromagnetic investigations. J. Indian Geophys. Union, 2016, 20, 201–208.
  • Aktarakci, H. K., Harthill, H. and Blohm, M. W., Time domain electromagnetic survey for gold exploration, Nevada. Geophysics, 1977, 62, 1409–1418.
  • Ebraheem, A. M., Hamburger, M. W., Bayless, E. R. and Krothe, N. C., A study of acid mine drainage using earth resistivity measurements. Ground Water, 1990, 28, 361–368.
  • Danielsen, J. E., Auken, E., Jørgensena, F., Søndergaard, V. and Sørensena, K. I., The application of the transient electromagnetic method in hydrogeophysical surveys. J. Appl. Geophys., 2003, 53, 181–198.
  • Carrasquilla, A. and Ulugergerli, E., Evolution of the transient electromagnetic geophysical method for stratigraphic mapping and hydrogeological delineation in Campos Basin, Brazil. Rev. Bras. Geofis., 2006, 24(3), 333–341.
  • Yadav, G. S., Dasgupta, A. S., Sinha, R., Lal, T., Srivastava, K. M. and Singh, S. K., Shallow sub-surface stratigraphy of interfluves inferred from vertical electric soundings in western Ganga plains, India. Quaternary Int., 2010, 227, 104–115.
  • Manglik, A., Verma, S. K., Muralidharan, D. and Sasmal, R. P., Electrical and electromagnetic investigations for HVDC ground electrode sites in India. J. Phys. Chem. Earth, 2011, 36, 1405–1411.
  • Sinha, R., Yadav, G. S., Gupta, S., Singh, A. and Lahiri, S. K., Geo-electric resistivity evidence for subsurface paleochannel systems adjacent to Harappan sites in northwest India. Quaternary Int., 2013, 308–309, 66–75.
  • Rai, S. N., Thiagarajan, S., Ratna Kumari, Y., Anand Rao, V. and Manglik, A., Delineation of aquifers in basaltic hard rock terrain using vertical electrical soundings data. J. Earth Syst. Sci., 2013, 122, 29–41.
  • Pavan, K. G., Mahesh, P., Nagar, M., Mahender, E., Kumar, V., Kapil, M. and Ravi, K. M., Role of deep crustal fluids in the genesis of intraplate earthquakes in the Kachchh region, northwestern India. Geophys. Res. Lett., 2017, 44, 4054–4063; doi:10.1002/ 2017GL072936.
  • Pancholi, V., Vinay, D., Bhatt, N., Chaudhary, P. and Chopra, S., Geotechnical investigation for estimation of liquefaction hazard for the capital city of Gujarat State, western India. Geotech. Geol. Eng., 2020, 38, 6551–6570.
  • Verma, R. K., Ground water brochure, Gandhinagar district, Gujarat. Technical Report Series, 2014; http://cgwb.gov.in/District_Profile/Gujarat/GANDHINAGAR.pdf
  • Biswas, S. K., A review of structure and tectonics of Kutch basin, western India, with special reference to earthquakes. Curr. Sci., 2005, 88(10), 1592–1600.
  • Merh, S. S., Geology of Gujarat, Geological Society of India, 1995, pp. 102–124.
  • Loke, M. H., Rapid 2-D resistivity and IP inversion using the least-square method. Manual for Res2dinv Software, 2004, 3(54), 53.
  • Griffiths, D. H. and Barker, R. D., Two-dimensional resistivity imaging and modelling in areas of complex geology. J. Appl. Geophys., 1993, 29, 211–226.
  • Loke, M. H., Software: RES2DINV. 2D interpretation for DC resistivity and IP for Windows 95. Copyright by M.H. Loke, Malaysia, 1997.
  • Vinay, K. D., Dube, R., Pancholi, V., Mohan, M., Pawan, S., Sairam, B., Chopra, S. and Rastogi, B., Multi-criteria study for seismic hazard assessment of UNESCO world heritage Ahmedabad city, Gujarat, western India. Bull. Eng. Geol. Environ., 2019, 79, 1721–1733.

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  • Geoelectrical Study for Groundwater Resources in Parts of the Ahmedabad and Gandhinagar Cities, Gujarat, India

Abstract Views: 308  |  PDF Views: 144

Authors

Rakesh Nikam
Institute of Seismological Research, Gandhinagar 382 009, India
G. Pavankumar
CSIR-National Geophysical Research Institute, Hyderabad 500 007, India
Vasu Pancholi
Institute of Seismological Research, Gandhinagar 382 009, India
Dilip Singh
Institute of Seismological Research, Gandhinagar 382 009, India
Mehul Nagar
Institute of Seismological Research, Gandhinagar 382 009, India
D. Nagarjuna
CSIR-National Geophysical Research Institute, Hyderabad 500 007, India
Sumer Chopra
Institute of Seismological Research, Gandhinagar 382 009, India

Abstract


The central alluvial plains of Gujarat, western India, consist of deposits of north–south flowing rivers from the Aravalli hills. The Gandhinagar and Ahmedabad districts in the state form a part of the Cambay basin and are occupied by Quaternary alluvium comprising mainly of sand, gravel, silt clay, kankar, etc. Direct current (DC) electrical resistivity studies have been carried out at six sites in Gandhinagar and Ahmedabad cities to map ground­water levels and major shallow subsurface geo­electric layers using a 72-electrode resistivity imaging system. Two dimensional (2D) resistivity models and bore­hole data infer a multilayered aquifer system in Ahmeda­bad. The top confined aquifer is at a depth of 22–25 m and the second unconfined aquifer is at a 60–65 m depth. These two aquifers are separated by highly com­pacted clay/clayey sand. For the two locations in Ahmedabad city, the 2D resistivity model suggests 10–15 m variation in the groundwater level. In Gandhinagar, as the survey location is close to the Sabarmati River and the exploitation of groundwater is less than in Ahmedabad, the groundwater table is at shallow level. Further, the resistivity estimates suggest that, at all three locations, the groundwater is moderately saline. The infer resistivity sections are correlated with groundwater level and borehole data

Keywords


Aquifers, Borehole Data, Groundwater, Sedimentary Basins, Two-Dimensional Resistivity Imaging.

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DOI: https://doi.org/10.18520/cs%2Fv124%2Fi3%2F340-347