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http://www.iaeme.com/IJCIET/index.asp 1 editor@iaeme.com
International Journal of Civil Engineering and Technology (IJCIET)
Volume 8, Issue 3, March 2017, pp. 01–10 Article ID: IJCIET_08_03_001
Available online at http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=8&IType=3
ISSN Print: 0976-6308 and ISSN Online: 0976-6316
© IAEME Publication Scopus Indexed
IDENTIFICATION OF GROUNDWATER
POTENTIAL ZONES USING REMOTE SENSING
AND GEOGRAPHICAL INFORMATION
SYSTEM
Y. Yaswanth Kumar
Assistant Professor, Department of Civil Engineering, AITS College,
Tirupati, Andhra Pradesh, India
D.V. Satyanarayana Moorthy
Professor, Department of Civil Engineering, SV University,
Tirupati, Andhra Pradesh, India
G. Shanmuka Srinivas
Assistant Professor, Department of Civil Engineering, Siddartha College,
Puthur, Tirupati, Andhra Pradesh, India
ABSTRACT
The objective of the study area is to identify the groundwater potential zones using
RS and GIS software 9.3. The various thematic maps are Boundary, Drainage, DEM,
Drainage Density, Slope, Soil, Lineaments, Land Use/ Land Cover, Rainfall maps.
The Digital Elevation Model (DEM) has been generated from the 20 m contour
interval contour lines derived from SOI toposheets. The Slope map has been prepared
from DEM. These maps have been overlaid in terms of weighed overlay method using
Spatial Analysis tool in Arc GIS 9.3. During weighed overlay analysis, the ranking
has been given for each individual parameter of each thematic map and weights were
assigned according to their influence for Soil (40%), Land use/Land cover (25%),
drainage density (10%), rainfall (10%), lineaments (5%) and Slope (10%). The
resulting maps presents the ground water potential zones in terms of Very Good (3.91
Km2
), Good (22.27 Km2
), Fair (25.65 Km2
), Moderate (22.31 Km2
) and Poor zones
(1.23 Km2
). The result depicts the groundwater potential zones in the study area and
found to be helpful in better planning and management of groundwater resources.
Key words: GIS software, ground water potential zones, remote sensing.
Cite this Article: Y. Yaswanth Kumar, D.V. Satyanarayana Moorthy and G.
Shanmuka Srinivas, Identification of Groundwater Potential Zones Using Remote
Sensing and Geographical Information System. International Journal of Civil
Engineering and Technology, 8(3), 2017, pp. 01–10.
http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=8&IType=3
Identification of Groundwater Potential Zones Using Remote Sensing and Geographical
Information System
http://www.iaeme.com/IJCIET/index.asp 2 editor@iaeme.com
1. INTRODUCTION
Ground water, a fresh water resource, is stored in aquifer, which are recharged by
atmospheric precipitation, which seeps into the ground or as the surface water drains into it.
In many regions recharge areas are near the surface and may be significantly affected by
agriculture, residential or industrial activity. Once the refuse of such activities contaminates
groundwater, it become difficult and sometimes impossible to restore it to its original quality.
To meet the increasing water demands, reliance on ground water has been rapidly increasing,
especially in the arid and semiarid regions. Ground water has excellent natural quality, which
is generally adequate for potable supply which little or no treatment. It is an attraction as a
supply potion because it is often conveniently available close to where water is required.
Groundwater has been the main source for supplying water to the society. For instance,
groundwater withdrawals in some of the developed countries account for the 5th
of the total
water use. Moreover groundwater is a vital source of water supply in areas where dry
summers of extended droughts cause stream flow to reduce. Through it is important for
groundwater it should not play down the role of surface water. On the contrary, many surface
streams receive a major portion of their flow from groundwater through interflow.
Groundwater exploration involves knowledge of hydrological properties of various
geological materials such porosity, permeability, storage coefficient, transmissivity, and
specific yield, or in other words holding and discharge capabilities of geological materials.
Relationship between various landforms, climates and their effect on weathering on
geological materials and subsequently on groundwater occurrence and its equally important.
It also involves knowledge of various types of geological structures present in underlying
geological materials and their role in storage and movement of groundwater. Knowledge
about recharge and discharge areas are another very important aspect. One more essential
information in ground water exploration is the relationship between drainage network in an
area and hydrological properties of rocks. Groundwater holding capacity of rocks depends on
compactness of rocks. Compactness in turn depends on presence of pore spaces within rocks
(porosity) and their interconnectedness (permeability) which is enhanced by presence of weak
planes (fractures, joints, rock contacts, shear zones) and weathering of rocks. Groundwater
movement within rocks and sediments is controlled by permeability of rocks and geological
structures.
A ground water system comprises the surface water, the geological media containing the
water (such as aquifer), flow boundaries and sources (such as recharge) and sinks (such as
withdrawals). Aquifers are rocks of sediment that act storage reservoirs for groundwater and
typically characterized by high porosity and permeability. An aquiclude is rock or sediment
that represents a barrier to groundwater flow. Infiltered water into open aquifers from top
represents recharge. Pumping, evapotranspiration and loss through boundaries represent
withdrawal. Open aquifers contain a saturated zone. Water enters closed aquifers from
recharge area.
2. REVIEW OF LITERATURE
Ahmad et al., (2005) (1) discussed a new technique to estimate net groundwater use across
large irrigated areas by combining Remote Sensing and water balance approaches in Rechna
Doab located in the Indus basin irrigation system of Pakistan. Records climatic data, canal
discharges at major off takes, phreatic surface depth fluctuations, and simplified information on
soil textural properties were used as input data into Geographic Information System and Remote
Sensing tools. With this approach, groundwater recharge will not be quantified explicitly, but is
a part of net groundwater use and the spatial variation can be quantitatively described.
Y. Yaswanth Kumar, D.V. Satyanarayana Moorthy and G. Shanmuka Srinivas
http://www.iaeme.com/IJCIET/index.asp 3 editor@iaeme.com
Ashim Das Gupta (1996) (2) proposed that evaluation of long-term natural recharge
based on water balance method combined with the evaluation of dynamic response of aquifer
system provides an appropriate tool for assessing the long term sustainable yield of the
groundwater system. This approach has been elaborated with reference to two case studies:
one for the groundwater basin in the Kathmandu Valley of Nepal and the other for the coastal
aquifer of Mannar Island in Sri Lanka.
Kamaraju et al., (1995) (3) evaluated groundwater potential of West Godavari district,
Andhra Pradesh state, India. Information on the parameters controlling groundwater such as
lithology, geomorphology, structure and recharge condition of the study area was analyzed
using Arc Info GIS software. An evaluation of groundwater potential and generation of a map
showing three major hydro geological conditions with distinct groundwater prospects which
would serve as a basic tool in the exploitation of groundwater resources of the district was
presented.
Naik and Awasthi (2003) (4) made groundwater resources assessment of the lower
Koyna river basin in India. Regional specific yield and groundwater recharge have been
estimated on the basis of water table fluctuation method.
Reddy (2002) (5) evolved a suitable methodology to quantify the groundwater recharge
by a systematic study of precipitation data of the basin along with the draft from the Saligeru
basin in Andhra Pradesh. Water table fluctuation data from observation wells for the past
years were collected and analyzed for groundwater recharge. It was observed that the wells
located at higher elevations were subjected to maximum magnitude of groundwater
fluctuations.
Sophocleous (1991) (6) estimated natural groundwater recharge by combining the soil
water balance and water-level fluctuation methods and named it as 'Hybrid water-fluctuation
method'. Major uncertainties in the water balance and groundwater fluctuation analysis
approaches were outlined and a combination methodology for reducing some of the
uncertainties was proposed. Based on field-measured data from Kansas showed that the
proposed methodology gave better and more reliable results than either of the two
approaches when used in single.
Sameena et al., (2005) (7) made an attempt to assess the groundwater balance using the
water table fluctuation method in which all the components in the water balance equation
were known and the only component which was considered unknown was the rainfall
recharge. Most of the inputs were derived from the satellite Remote Sensing data. This
method though tedious gave reliable and accurate results compared to the other methods.
Saraf and Jain (1996) (8) demonstrated integrated use of Remote Sensing and GIS
methods for groundwater exploration in parts of Lalitpur District, U.P. Various sets of
information layers such as geological, soil, topographical and groundwater information have
been applied along with IRS-1A LISS-I data for groundwater exploration. Groundwater
recharge map was produced with the help of groundwater level data and specific yield
information of different rock formations.
Sharma (2002) (9) reviewed various models available to represent different recharge
processes. Most of these models were applicable at a micro level. He emphasized the urgent
need to develop models for estimation of groundwater recharge from different source namely
rainfall, canal systems and return flow from irrigated fields for application at the regional
level.
Shiv Kumar et al., (2004) (10) carried out analysis of groundwater data for the
assessment of groundwater behavior, its potential and water table trend in Bareilly district of
Identification of Groundwater Potential Zones Using Remote Sensing and Geographical
Information System
http://www.iaeme.com/IJCIET/index.asp 4 editor@iaeme.com
Uttar Pradesh. The water table trend was studied and groundwater inventory was prepared to
observe the stage of ground water development.
Venkateswara Rao (1994) (11) proposed an improved methodology for identification of
groundwater potential zones in a typical khondalitic terrain. It involved assigning numerical
weights and ratings to various geophysical and geomorphic parameters leading to
computation of Groundwater Potential Index (GWPI) of a given site. It was found that the
GWPI of any site should be 35 and above in order to have 75% success rate of wells with an
yield norm of 8000 liters per hour per well.
3. STUDY AREA
The Swarnamuki basin is situated northern latitudes 13° 25' 30" to 14° 28' 30" and eastern
longitude 79° 08' 39" to 80° 11' in Chittoor and Nellore District of A.P, India Fig (1). The
Swarnamuki basin covers area in Andhra Pradesh over 3225 Sq. Km. The total length of
Swarnamuki basin is 130 Km. It originates at the Chandragiri Mandal of Chittoor District,
and flows throughNellore district in a North-East direction and finally joins Bay of Bengal. In
present study, the Konakaluva sub-basin is taken to determine the groundwater prospect
zones. The Konakaluva sub-basin lies between north latitude130
30’
to 130
45’
and eastern
longitude 790
30’to 790
45’
with a total drainage of 75.37km2
.
Figure 1 Location of Study Area
3.1. Details of Data Collected
Following data were collected from various organizations for the present study
 Land Sat LISS-3 data acquired on 2011 geo coded at the scale of 1:50000 from NRSA,
Hyderabad.
 Toposheets No.57 O/10 at the scale of 1:50000 from the Survey of India, Hyderabad.
 District geology map was collected at the scale of 1:50000 from the Geological Survey of
India, Hyderabad.
 Rainfall data was collected from metrological department, Chittoor.
 Ground water level data was collected from Groundwater Department, Chittoor.
 Soil data has been collected from Agriculture Department, Tirupati.
Y. Yaswanth Kumar, D.V. Satyanarayana Moorthy and G. Shanmuka Srinivas
http://www.iaeme.com/IJCIET/index.asp 5 editor@iaeme.com
4. METHODOLOGY
Integrated remote sensing and GIS based approach is a powerful tool for assessing
groundwater potential zones based on which suitable locations for ground water withdrawals
could be identified. Methodology for preparing ground water potential zones map in the study
area is presented. It involves in the following steps.
 Integrated thematic maps such as base, drainage, geology, slope, soil and land use/ land cover
overlays shall be prepared from Survey of India toposheets and satellite data respectively, by
using remote sensing and GIS technique. The complete process of groundwater potential
zone is in fig 2
 Field visits have been carried out for checking the interpretation and for collecting the
additional information.
 Thematic maps have been prepared using Arc GIS Software.
 Field observations have been incorporated in various thematic maps.
 Multi-Criterion Evaluation technique have been used for assigning weightages, ranks and
scores to various themes and features class by assessing the importance of it in ground water
occurrence.
 After assigning the weightages, ranks and scores to the themes and features, all the themes
have converted to raster format using ‘Spatial Analysis’, extension of ArcGIS software. The
weights assigned to different theams presented in Table 1
Integrated groundwater potential zones map have been wide range of scores. This map
shall be reclassified in thee GIS environment using Arc GIS software to demarcate various
ground water potential zones in the study area based on certain decision rules. The generated
output shall consist of various classes of ground water potential zones namely Good,
Moderate and Poor Zones from ground water potential point of view.
In the project the ranking are given very good, good, fair, moderate, poor groundwater
potential. Score of feature class for a theme is equal to product of weightages and rank.
“Raster Calculator” option of ‘Spatial Analysist’ extension of Arc Info Arc GIS software
was used to prepare integrated groundwater potential zones map by adopting suitable map
algebra.
The map algebra used in the “Raster Calculator” is given by table (1)
Groundwater potential zones= (Soil) X 0.40 + (Land Use/Land Cover) X 0.25 +
(Lineaments) X 0.05 + (Drainage Density) X 0.10 +
(Slope) X 0.10+ (Rainfall) X 0.10
Identification of Groundwater Potential Zones Using Remote Sensing and Geographical
Information System
http://www.iaeme.com/IJCIET/index.asp 6 editor@iaeme.com
Figure 2 Flow chart for the groundwater potential zones using GIS technique
Table 1 Assigned and normalized for the individual features of the six different themes for ground
water potential zoning in Konakaluva Basin
S. No. Themes Weightages Feature Class Ranks Score
1 Soil 40 Loamy Clayey Soil
Red sandy Soil
Sandy Soil with coarse silt
1
4
3
85
125
110
2 Land Use/ Land Cover 25 Forest
Waste Land
Water Bodies
Agriculture
Build-Up-Area
4
3
1
2
1
105
75
20
45
20
3 Lineaments 5 ---- ---- -----
4 Drainage Density 10 Very low (0-2%)
Low (2-15%)
Moderate (15-22%)
High (22- 40%)
4
3
2
1
40
30
20
10
Y. Yaswanth Kumar, D.V. Satyanarayana Moorthy and G. Shanmuka Srinivas
http://www.iaeme.com/IJCIET/index.asp 7 editor@iaeme.com
Very High (40-42.36%) 1 10
5 Slope 10 Nearly Level (0-8%)
Gentle Slope (8-15%)
Moderate Slope (15-45%)
Steep Slope >45%
4
3
2
1
40
30
20
10
6 Rainfall 10 Low
Moderate
High
1
3
4
20
25
35
5. RESULTS AND DISCUSSIONS
The main objective of this project is to use GIS and Remote sensing techniques for the
assessment, evaluation and analysis of spatial distribution of ground water potential zones in
the Konakaluva sub Basin of Swarnamuki River. Ground water potential zone map have been
prepared using eight thematic maps from satellites images, using data
The following conclusions are drawn:
 Contour and DEM maps Fig 3 have been developed in GIS environment. The basin is having
varied surface elevations.
 Slope map Fig 7 was prepared from the DEM map. Slopes of the study area were found to
vary between 0 to 40%.
 Three different types of soils are present in the study area, with a coverage percentage of Red
sandy soil (40.71%), Loamy clayey soil (29.36%), and Sandy soil with silt (20.92%) Fig 10.
 In these soils, Red sandy soils are having more infiltration rate and loamy clayey soil are
having low infiltration rate according to the soil conservation system (SCS TR-6) report.
 Study area has been classified for Land Use / Land Cover into five classes viz., Water bodies
(2.29 sq km), Crop land (13.40 sq km), build-up-area(0.55sq km), Fallow land (20.44 sq km)
and Forest (62.65sq km) based on Normalized Difference Vegetation Index (NDVI) report
Fig 8.
 The drainage density map shows the network of the steams in the sub-basin Fig 6.
 Drainage density is an inverse function of permeability. The less permeable a rock is, the less
infiltration of rainfall, which conversely tend to be concentrated in surface runoff.
 This gives origin to well developed and fine drainage system
 The surface conditions of the basin can be ascertained, from the Morphometric analysis.
These in turn influence the recharge potential of the basin.
These maps have been overlaid in terms of weighed overlay method using Spatial
Analysis tool in Arc GIS 9.3 version. During weighed overlay analysis, the ranking has been
given for each individual parameter of each thematic map and weights were assigned
according to their influence for Soil (40%), Land use/Land cover (25%), drainage density
(10%), rainfall (10%), lineaments (5%) and Slope (10%).The resulting maps presents the
ground water potential zones in terms of Very Good (3.91 Km2
), Good (22.27 Km2
), Fair
(25.65 Km2
), Moderate (22.31 Km2
) and Poor zones (1.23 Km2
) . After overlay all these
maps we have obatained the ground water potential zone map Fig 12.
Identification of Groundwater Potential Zones Using Remote Sensing and Geographical
Information System
http://www.iaeme.com/IJCIET/index.asp 8 editor@iaeme.com
Figure 3 DEM Map Figure 4 Land Sat LISS III Figure 5 Drainage Map
Figure 6 Drainage Density Map Figure 7 Slope Map Figure 8 Land use and land cover
Figure 9 Lineaments Map Figure 10 Soil Map Figure 11 Rainfall Map
Y. Yaswanth Kumar, D.V. Satyanarayana Moorthy and G. Shanmuka Srinivas
http://www.iaeme.com/IJCIET/index.asp 9 editor@iaeme.com
Figure 12 Groundwater potential zone Map
REFERENCES
[1] Ahmad M., Wim G.M. Bastiaanssen and Reinder A. Feddes, “A new technique to
estimate net groundwater use across large irrigated areas by combing remote sensing and
water balance approaches, Rechna Doab, Pakistan”, Hydrogeology Journal, Vol.13,2005,
p 653-664.
[2] Ashim Das Gupta, “Groundwater Resources Evaluation”, Subsurface-Water Hydrology,
Kluwer Academic Publishers, Netherlands, 1996, p 175-191.
[3] Kamaraju M.V.V., Bhattacharya A., Sreenivasa Reddy G., Chandrasekhar Rao G.,
Murthy G.S. and MalleswaraRao T. Ch., “Ground-water Potential Evaluation of West
Godavari District, Andhra Pradesh State, India- A GIS Approach”, Ground Water, Vol.
34, No.2, 1995, p 318-325.
[4] Naik P.K. andAwasthi A.K., “Groundwater resources assessment of the Koyna River
basin, India”, Hydrogeology Journal, Vol. 11, 2003, p 582-594.
[5] Reddy C.R.G., “A study on groundwater recharge of Saligeru basin in Andhra Pradesh”,
Proceedings of International Conference on Sustainable Development and Management of
Groundwater Resources in Semi-Arid Region with Special Reference to Hard Rock,
(IGC-2002),Feb20-22, Dindigul, TamilNadu, India, 2002, p 423-426.
[6] Sophocleous M.A., “Combining the soil water balance and water-level fluctuation
methods to estimate natural ground-water recharge- Practical aspects”, Journal of
Hydrology, Vol.124, 1991, p 229-241.
[7] Sameena M., Ranganna G., Rao M. andJayaraman V., “Use of Remote Sensing data for
Groundwater Quantity Assessment”, Proceedings of International Conference on Crisis
Management in Water and Environment (ICCMWE-2005), July 15 -16,conducted by
IAH West Bengal Regional Centre, Kolkata, Vol. I, 2005, p 107-110
[8] Saraf A.K. and Jain S.K., “Integrated use of remote sensing and GIS methods for
groundwater exploration in parts of Lalitpur District, U.P.”, Subsurface-Water Hydrology,
Kluwer Academic Publishers, Netherlands, 1996, p 251-259.
[9] Sharma K.D.,“ Modelling groundwater recharge processes in hard rock”, Proceedings of
International Conference on Sustainable Development and Management of Groundwater
Resources in Semi-Arid Region with Special Reference to Hard Rock, (IGC- 2002), Feb
20-22, Dindigul, Tamil Nadu, India, 2002, p 175-181.
[10] Shiv Kumar, Yogendra Kumar and Sharma H.C., “GroundWater Studies in District
Bareilly of Uttar Pradesh”, Proceedings of International Conference on Advanced
Identification of Groundwater Potential Zones Using Remote Sensing and Geographical
Information System
http://www.iaeme.com/IJCIET/index.asp 10 editor@iaeme.com
Modelling Techniques For Sustainable Management of Water Resources (AMTSMW-
2004), Jan28-30,Organised by NIT-Warangal, Vol.1, 2004, p 254-259.
[11] VenkateswaraRao B. andSrinivasa Reddy K., “Geo Electrical Investigations for
Groundwater Potential Zones in Ramoji Film City, Hyderabad”, Proceedings of the
International Conference on Hydrology and Watershed Development (ICHWAM-
2006)Dec 5-8, conducted by C.W.R, I.S.T, J.N.T.U., Hyderabad, Vol.1,2006, p 144-150.
[12] Kadhim Naief Kadhim and Ahmed Awad Matr Al-Abody. The Geotechnical Maps for
Bearing Capacity by Using GIS and Quality of Ground Water for Al-Imam District
(Babil-Iraq). International Journal of Civil Engineering and Technology, 6 (10), 2015, pp.
176-184
[13] Santhosh Ram, A Study on Variations in Water Productivity By Using GIS Based Epic
Model. International Journal of Civil Engineering and Technology, 5 (3), 2014, pp. 151-
159

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IDENTIFICATION OF GROUNDWATER POTENTIAL ZONES USING REMOTE SENSING AND GEOGRAPHICAL INFORMATION SYSTEM

  • 1. http://www.iaeme.com/IJCIET/index.asp 1 editor@iaeme.com International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 3, March 2017, pp. 01–10 Article ID: IJCIET_08_03_001 Available online at http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=8&IType=3 ISSN Print: 0976-6308 and ISSN Online: 0976-6316 © IAEME Publication Scopus Indexed IDENTIFICATION OF GROUNDWATER POTENTIAL ZONES USING REMOTE SENSING AND GEOGRAPHICAL INFORMATION SYSTEM Y. Yaswanth Kumar Assistant Professor, Department of Civil Engineering, AITS College, Tirupati, Andhra Pradesh, India D.V. Satyanarayana Moorthy Professor, Department of Civil Engineering, SV University, Tirupati, Andhra Pradesh, India G. Shanmuka Srinivas Assistant Professor, Department of Civil Engineering, Siddartha College, Puthur, Tirupati, Andhra Pradesh, India ABSTRACT The objective of the study area is to identify the groundwater potential zones using RS and GIS software 9.3. The various thematic maps are Boundary, Drainage, DEM, Drainage Density, Slope, Soil, Lineaments, Land Use/ Land Cover, Rainfall maps. The Digital Elevation Model (DEM) has been generated from the 20 m contour interval contour lines derived from SOI toposheets. The Slope map has been prepared from DEM. These maps have been overlaid in terms of weighed overlay method using Spatial Analysis tool in Arc GIS 9.3. During weighed overlay analysis, the ranking has been given for each individual parameter of each thematic map and weights were assigned according to their influence for Soil (40%), Land use/Land cover (25%), drainage density (10%), rainfall (10%), lineaments (5%) and Slope (10%). The resulting maps presents the ground water potential zones in terms of Very Good (3.91 Km2 ), Good (22.27 Km2 ), Fair (25.65 Km2 ), Moderate (22.31 Km2 ) and Poor zones (1.23 Km2 ). The result depicts the groundwater potential zones in the study area and found to be helpful in better planning and management of groundwater resources. Key words: GIS software, ground water potential zones, remote sensing. Cite this Article: Y. Yaswanth Kumar, D.V. Satyanarayana Moorthy and G. Shanmuka Srinivas, Identification of Groundwater Potential Zones Using Remote Sensing and Geographical Information System. International Journal of Civil Engineering and Technology, 8(3), 2017, pp. 01–10. http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=8&IType=3
  • 2. Identification of Groundwater Potential Zones Using Remote Sensing and Geographical Information System http://www.iaeme.com/IJCIET/index.asp 2 editor@iaeme.com 1. INTRODUCTION Ground water, a fresh water resource, is stored in aquifer, which are recharged by atmospheric precipitation, which seeps into the ground or as the surface water drains into it. In many regions recharge areas are near the surface and may be significantly affected by agriculture, residential or industrial activity. Once the refuse of such activities contaminates groundwater, it become difficult and sometimes impossible to restore it to its original quality. To meet the increasing water demands, reliance on ground water has been rapidly increasing, especially in the arid and semiarid regions. Ground water has excellent natural quality, which is generally adequate for potable supply which little or no treatment. It is an attraction as a supply potion because it is often conveniently available close to where water is required. Groundwater has been the main source for supplying water to the society. For instance, groundwater withdrawals in some of the developed countries account for the 5th of the total water use. Moreover groundwater is a vital source of water supply in areas where dry summers of extended droughts cause stream flow to reduce. Through it is important for groundwater it should not play down the role of surface water. On the contrary, many surface streams receive a major portion of their flow from groundwater through interflow. Groundwater exploration involves knowledge of hydrological properties of various geological materials such porosity, permeability, storage coefficient, transmissivity, and specific yield, or in other words holding and discharge capabilities of geological materials. Relationship between various landforms, climates and their effect on weathering on geological materials and subsequently on groundwater occurrence and its equally important. It also involves knowledge of various types of geological structures present in underlying geological materials and their role in storage and movement of groundwater. Knowledge about recharge and discharge areas are another very important aspect. One more essential information in ground water exploration is the relationship between drainage network in an area and hydrological properties of rocks. Groundwater holding capacity of rocks depends on compactness of rocks. Compactness in turn depends on presence of pore spaces within rocks (porosity) and their interconnectedness (permeability) which is enhanced by presence of weak planes (fractures, joints, rock contacts, shear zones) and weathering of rocks. Groundwater movement within rocks and sediments is controlled by permeability of rocks and geological structures. A ground water system comprises the surface water, the geological media containing the water (such as aquifer), flow boundaries and sources (such as recharge) and sinks (such as withdrawals). Aquifers are rocks of sediment that act storage reservoirs for groundwater and typically characterized by high porosity and permeability. An aquiclude is rock or sediment that represents a barrier to groundwater flow. Infiltered water into open aquifers from top represents recharge. Pumping, evapotranspiration and loss through boundaries represent withdrawal. Open aquifers contain a saturated zone. Water enters closed aquifers from recharge area. 2. REVIEW OF LITERATURE Ahmad et al., (2005) (1) discussed a new technique to estimate net groundwater use across large irrigated areas by combining Remote Sensing and water balance approaches in Rechna Doab located in the Indus basin irrigation system of Pakistan. Records climatic data, canal discharges at major off takes, phreatic surface depth fluctuations, and simplified information on soil textural properties were used as input data into Geographic Information System and Remote Sensing tools. With this approach, groundwater recharge will not be quantified explicitly, but is a part of net groundwater use and the spatial variation can be quantitatively described.
  • 3. Y. Yaswanth Kumar, D.V. Satyanarayana Moorthy and G. Shanmuka Srinivas http://www.iaeme.com/IJCIET/index.asp 3 editor@iaeme.com Ashim Das Gupta (1996) (2) proposed that evaluation of long-term natural recharge based on water balance method combined with the evaluation of dynamic response of aquifer system provides an appropriate tool for assessing the long term sustainable yield of the groundwater system. This approach has been elaborated with reference to two case studies: one for the groundwater basin in the Kathmandu Valley of Nepal and the other for the coastal aquifer of Mannar Island in Sri Lanka. Kamaraju et al., (1995) (3) evaluated groundwater potential of West Godavari district, Andhra Pradesh state, India. Information on the parameters controlling groundwater such as lithology, geomorphology, structure and recharge condition of the study area was analyzed using Arc Info GIS software. An evaluation of groundwater potential and generation of a map showing three major hydro geological conditions with distinct groundwater prospects which would serve as a basic tool in the exploitation of groundwater resources of the district was presented. Naik and Awasthi (2003) (4) made groundwater resources assessment of the lower Koyna river basin in India. Regional specific yield and groundwater recharge have been estimated on the basis of water table fluctuation method. Reddy (2002) (5) evolved a suitable methodology to quantify the groundwater recharge by a systematic study of precipitation data of the basin along with the draft from the Saligeru basin in Andhra Pradesh. Water table fluctuation data from observation wells for the past years were collected and analyzed for groundwater recharge. It was observed that the wells located at higher elevations were subjected to maximum magnitude of groundwater fluctuations. Sophocleous (1991) (6) estimated natural groundwater recharge by combining the soil water balance and water-level fluctuation methods and named it as 'Hybrid water-fluctuation method'. Major uncertainties in the water balance and groundwater fluctuation analysis approaches were outlined and a combination methodology for reducing some of the uncertainties was proposed. Based on field-measured data from Kansas showed that the proposed methodology gave better and more reliable results than either of the two approaches when used in single. Sameena et al., (2005) (7) made an attempt to assess the groundwater balance using the water table fluctuation method in which all the components in the water balance equation were known and the only component which was considered unknown was the rainfall recharge. Most of the inputs were derived from the satellite Remote Sensing data. This method though tedious gave reliable and accurate results compared to the other methods. Saraf and Jain (1996) (8) demonstrated integrated use of Remote Sensing and GIS methods for groundwater exploration in parts of Lalitpur District, U.P. Various sets of information layers such as geological, soil, topographical and groundwater information have been applied along with IRS-1A LISS-I data for groundwater exploration. Groundwater recharge map was produced with the help of groundwater level data and specific yield information of different rock formations. Sharma (2002) (9) reviewed various models available to represent different recharge processes. Most of these models were applicable at a micro level. He emphasized the urgent need to develop models for estimation of groundwater recharge from different source namely rainfall, canal systems and return flow from irrigated fields for application at the regional level. Shiv Kumar et al., (2004) (10) carried out analysis of groundwater data for the assessment of groundwater behavior, its potential and water table trend in Bareilly district of
  • 4. Identification of Groundwater Potential Zones Using Remote Sensing and Geographical Information System http://www.iaeme.com/IJCIET/index.asp 4 editor@iaeme.com Uttar Pradesh. The water table trend was studied and groundwater inventory was prepared to observe the stage of ground water development. Venkateswara Rao (1994) (11) proposed an improved methodology for identification of groundwater potential zones in a typical khondalitic terrain. It involved assigning numerical weights and ratings to various geophysical and geomorphic parameters leading to computation of Groundwater Potential Index (GWPI) of a given site. It was found that the GWPI of any site should be 35 and above in order to have 75% success rate of wells with an yield norm of 8000 liters per hour per well. 3. STUDY AREA The Swarnamuki basin is situated northern latitudes 13° 25' 30" to 14° 28' 30" and eastern longitude 79° 08' 39" to 80° 11' in Chittoor and Nellore District of A.P, India Fig (1). The Swarnamuki basin covers area in Andhra Pradesh over 3225 Sq. Km. The total length of Swarnamuki basin is 130 Km. It originates at the Chandragiri Mandal of Chittoor District, and flows throughNellore district in a North-East direction and finally joins Bay of Bengal. In present study, the Konakaluva sub-basin is taken to determine the groundwater prospect zones. The Konakaluva sub-basin lies between north latitude130 30’ to 130 45’ and eastern longitude 790 30’to 790 45’ with a total drainage of 75.37km2 . Figure 1 Location of Study Area 3.1. Details of Data Collected Following data were collected from various organizations for the present study  Land Sat LISS-3 data acquired on 2011 geo coded at the scale of 1:50000 from NRSA, Hyderabad.  Toposheets No.57 O/10 at the scale of 1:50000 from the Survey of India, Hyderabad.  District geology map was collected at the scale of 1:50000 from the Geological Survey of India, Hyderabad.  Rainfall data was collected from metrological department, Chittoor.  Ground water level data was collected from Groundwater Department, Chittoor.  Soil data has been collected from Agriculture Department, Tirupati.
  • 5. Y. Yaswanth Kumar, D.V. Satyanarayana Moorthy and G. Shanmuka Srinivas http://www.iaeme.com/IJCIET/index.asp 5 editor@iaeme.com 4. METHODOLOGY Integrated remote sensing and GIS based approach is a powerful tool for assessing groundwater potential zones based on which suitable locations for ground water withdrawals could be identified. Methodology for preparing ground water potential zones map in the study area is presented. It involves in the following steps.  Integrated thematic maps such as base, drainage, geology, slope, soil and land use/ land cover overlays shall be prepared from Survey of India toposheets and satellite data respectively, by using remote sensing and GIS technique. The complete process of groundwater potential zone is in fig 2  Field visits have been carried out for checking the interpretation and for collecting the additional information.  Thematic maps have been prepared using Arc GIS Software.  Field observations have been incorporated in various thematic maps.  Multi-Criterion Evaluation technique have been used for assigning weightages, ranks and scores to various themes and features class by assessing the importance of it in ground water occurrence.  After assigning the weightages, ranks and scores to the themes and features, all the themes have converted to raster format using ‘Spatial Analysis’, extension of ArcGIS software. The weights assigned to different theams presented in Table 1 Integrated groundwater potential zones map have been wide range of scores. This map shall be reclassified in thee GIS environment using Arc GIS software to demarcate various ground water potential zones in the study area based on certain decision rules. The generated output shall consist of various classes of ground water potential zones namely Good, Moderate and Poor Zones from ground water potential point of view. In the project the ranking are given very good, good, fair, moderate, poor groundwater potential. Score of feature class for a theme is equal to product of weightages and rank. “Raster Calculator” option of ‘Spatial Analysist’ extension of Arc Info Arc GIS software was used to prepare integrated groundwater potential zones map by adopting suitable map algebra. The map algebra used in the “Raster Calculator” is given by table (1) Groundwater potential zones= (Soil) X 0.40 + (Land Use/Land Cover) X 0.25 + (Lineaments) X 0.05 + (Drainage Density) X 0.10 + (Slope) X 0.10+ (Rainfall) X 0.10
  • 6. Identification of Groundwater Potential Zones Using Remote Sensing and Geographical Information System http://www.iaeme.com/IJCIET/index.asp 6 editor@iaeme.com Figure 2 Flow chart for the groundwater potential zones using GIS technique Table 1 Assigned and normalized for the individual features of the six different themes for ground water potential zoning in Konakaluva Basin S. No. Themes Weightages Feature Class Ranks Score 1 Soil 40 Loamy Clayey Soil Red sandy Soil Sandy Soil with coarse silt 1 4 3 85 125 110 2 Land Use/ Land Cover 25 Forest Waste Land Water Bodies Agriculture Build-Up-Area 4 3 1 2 1 105 75 20 45 20 3 Lineaments 5 ---- ---- ----- 4 Drainage Density 10 Very low (0-2%) Low (2-15%) Moderate (15-22%) High (22- 40%) 4 3 2 1 40 30 20 10
  • 7. Y. Yaswanth Kumar, D.V. Satyanarayana Moorthy and G. Shanmuka Srinivas http://www.iaeme.com/IJCIET/index.asp 7 editor@iaeme.com Very High (40-42.36%) 1 10 5 Slope 10 Nearly Level (0-8%) Gentle Slope (8-15%) Moderate Slope (15-45%) Steep Slope >45% 4 3 2 1 40 30 20 10 6 Rainfall 10 Low Moderate High 1 3 4 20 25 35 5. RESULTS AND DISCUSSIONS The main objective of this project is to use GIS and Remote sensing techniques for the assessment, evaluation and analysis of spatial distribution of ground water potential zones in the Konakaluva sub Basin of Swarnamuki River. Ground water potential zone map have been prepared using eight thematic maps from satellites images, using data The following conclusions are drawn:  Contour and DEM maps Fig 3 have been developed in GIS environment. The basin is having varied surface elevations.  Slope map Fig 7 was prepared from the DEM map. Slopes of the study area were found to vary between 0 to 40%.  Three different types of soils are present in the study area, with a coverage percentage of Red sandy soil (40.71%), Loamy clayey soil (29.36%), and Sandy soil with silt (20.92%) Fig 10.  In these soils, Red sandy soils are having more infiltration rate and loamy clayey soil are having low infiltration rate according to the soil conservation system (SCS TR-6) report.  Study area has been classified for Land Use / Land Cover into five classes viz., Water bodies (2.29 sq km), Crop land (13.40 sq km), build-up-area(0.55sq km), Fallow land (20.44 sq km) and Forest (62.65sq km) based on Normalized Difference Vegetation Index (NDVI) report Fig 8.  The drainage density map shows the network of the steams in the sub-basin Fig 6.  Drainage density is an inverse function of permeability. The less permeable a rock is, the less infiltration of rainfall, which conversely tend to be concentrated in surface runoff.  This gives origin to well developed and fine drainage system  The surface conditions of the basin can be ascertained, from the Morphometric analysis. These in turn influence the recharge potential of the basin. These maps have been overlaid in terms of weighed overlay method using Spatial Analysis tool in Arc GIS 9.3 version. During weighed overlay analysis, the ranking has been given for each individual parameter of each thematic map and weights were assigned according to their influence for Soil (40%), Land use/Land cover (25%), drainage density (10%), rainfall (10%), lineaments (5%) and Slope (10%).The resulting maps presents the ground water potential zones in terms of Very Good (3.91 Km2 ), Good (22.27 Km2 ), Fair (25.65 Km2 ), Moderate (22.31 Km2 ) and Poor zones (1.23 Km2 ) . After overlay all these maps we have obatained the ground water potential zone map Fig 12.
  • 8. Identification of Groundwater Potential Zones Using Remote Sensing and Geographical Information System http://www.iaeme.com/IJCIET/index.asp 8 editor@iaeme.com Figure 3 DEM Map Figure 4 Land Sat LISS III Figure 5 Drainage Map Figure 6 Drainage Density Map Figure 7 Slope Map Figure 8 Land use and land cover Figure 9 Lineaments Map Figure 10 Soil Map Figure 11 Rainfall Map
  • 9. Y. Yaswanth Kumar, D.V. Satyanarayana Moorthy and G. Shanmuka Srinivas http://www.iaeme.com/IJCIET/index.asp 9 editor@iaeme.com Figure 12 Groundwater potential zone Map REFERENCES [1] Ahmad M., Wim G.M. Bastiaanssen and Reinder A. Feddes, “A new technique to estimate net groundwater use across large irrigated areas by combing remote sensing and water balance approaches, Rechna Doab, Pakistan”, Hydrogeology Journal, Vol.13,2005, p 653-664. [2] Ashim Das Gupta, “Groundwater Resources Evaluation”, Subsurface-Water Hydrology, Kluwer Academic Publishers, Netherlands, 1996, p 175-191. [3] Kamaraju M.V.V., Bhattacharya A., Sreenivasa Reddy G., Chandrasekhar Rao G., Murthy G.S. and MalleswaraRao T. Ch., “Ground-water Potential Evaluation of West Godavari District, Andhra Pradesh State, India- A GIS Approach”, Ground Water, Vol. 34, No.2, 1995, p 318-325. [4] Naik P.K. andAwasthi A.K., “Groundwater resources assessment of the Koyna River basin, India”, Hydrogeology Journal, Vol. 11, 2003, p 582-594. [5] Reddy C.R.G., “A study on groundwater recharge of Saligeru basin in Andhra Pradesh”, Proceedings of International Conference on Sustainable Development and Management of Groundwater Resources in Semi-Arid Region with Special Reference to Hard Rock, (IGC-2002),Feb20-22, Dindigul, TamilNadu, India, 2002, p 423-426. [6] Sophocleous M.A., “Combining the soil water balance and water-level fluctuation methods to estimate natural ground-water recharge- Practical aspects”, Journal of Hydrology, Vol.124, 1991, p 229-241. [7] Sameena M., Ranganna G., Rao M. andJayaraman V., “Use of Remote Sensing data for Groundwater Quantity Assessment”, Proceedings of International Conference on Crisis Management in Water and Environment (ICCMWE-2005), July 15 -16,conducted by IAH West Bengal Regional Centre, Kolkata, Vol. I, 2005, p 107-110 [8] Saraf A.K. and Jain S.K., “Integrated use of remote sensing and GIS methods for groundwater exploration in parts of Lalitpur District, U.P.”, Subsurface-Water Hydrology, Kluwer Academic Publishers, Netherlands, 1996, p 251-259. [9] Sharma K.D.,“ Modelling groundwater recharge processes in hard rock”, Proceedings of International Conference on Sustainable Development and Management of Groundwater Resources in Semi-Arid Region with Special Reference to Hard Rock, (IGC- 2002), Feb 20-22, Dindigul, Tamil Nadu, India, 2002, p 175-181. [10] Shiv Kumar, Yogendra Kumar and Sharma H.C., “GroundWater Studies in District Bareilly of Uttar Pradesh”, Proceedings of International Conference on Advanced
  • 10. Identification of Groundwater Potential Zones Using Remote Sensing and Geographical Information System http://www.iaeme.com/IJCIET/index.asp 10 editor@iaeme.com Modelling Techniques For Sustainable Management of Water Resources (AMTSMW- 2004), Jan28-30,Organised by NIT-Warangal, Vol.1, 2004, p 254-259. [11] VenkateswaraRao B. andSrinivasa Reddy K., “Geo Electrical Investigations for Groundwater Potential Zones in Ramoji Film City, Hyderabad”, Proceedings of the International Conference on Hydrology and Watershed Development (ICHWAM- 2006)Dec 5-8, conducted by C.W.R, I.S.T, J.N.T.U., Hyderabad, Vol.1,2006, p 144-150. [12] Kadhim Naief Kadhim and Ahmed Awad Matr Al-Abody. The Geotechnical Maps for Bearing Capacity by Using GIS and Quality of Ground Water for Al-Imam District (Babil-Iraq). International Journal of Civil Engineering and Technology, 6 (10), 2015, pp. 176-184 [13] Santhosh Ram, A Study on Variations in Water Productivity By Using GIS Based Epic Model. International Journal of Civil Engineering and Technology, 5 (3), 2014, pp. 151- 159