Assessment of groundwater potential zone in paschim medinipur district, west bengal – a meso scale study using gis and remote sensing approach

Journal of Environment and Earth Science www.iiste.org
ISSN 2224-3216 (Paper) ISSN 2225-0948 (Online)
Vol 2, No.5, 2012

Assessment of Groundwater Potential Zone in Paschim
Medinipur District, West Bengal – A Meso-scale study using GIS
and Remote Sensing Approach
Gouri Sankar Bhunia1*, Sailesh Samanta2*, Dilip Kumar Pal2# and Babita Pal3
1
Rajendra Memorial Research Institutes of Medical Sciences (ICMR), Agamkuan, Patna-800007, Bihar, India;
2
Lecturer, Department of Surveying and Land Studies, The PNG University Of Technology, Morobe Province,
Lae, 411, Papua New Guinea; *Both the authors have equal contribution
#
E-mail of the corresponding author: dkpal_2000@yahoo.com

Abstract
The investigation of groundwater in hard rock terrains is a complex task. To overcome this complexity, the
integrated approach based on advanced applications of remote sensing and GIS lends itself to evaluate
groundwater prospective zone based on multi-criteria evaluation approach (e.g. seasonal land use/land cover and
vegetation, hydro-geology, geomorphology, soil, drainage density, monsoon and post monsoon water level and
elevation). A probability weightage index overlay method was adopted that allows a linear combination of
probability weights of each thematic map with the individual impact value using Bayesian statistics. These
capability values are then multiplied with the respective probability weight of each thematic map. The result
shows groundwater potentiality of Paschim Medinipur is stretched along the eastern part and in small pockets in
northern and southern part. The hydrologic parameters-based groundwater potential zone map also indicated,
8.08% of the study area was classified as having very high potential, 11.99% high potential and 17.72%
moderate potential. The groundwater abstractions structures feasible in each of the various potential zones have
also been suggested. This study also provides a methodological approach for an evaluation of the water resources
in hard rock terrain and enables an opening of the scope for further development and management practices.
Keywords: Remote Sensing, GIS, probability weightage index , Groundwater potentiality

1. Introduction
Groundwater is a dynamic and replenishable natural resource but in hard rock terrain availability of groundwater
is of limited extent. Water resources development occupies a key place in India because of its role in stabilizing
the Indian agro-economy. In India, more than 90% of the rural and nearly 30% of the urban populations depend
on ground water for meeting their drinking and domestic requirements (Reddy et al. 1996). Dependence on
groundwater has recently increased due to the introduction of high yielding varieties of crops and adoption of
multi-cropping patterns, both of which require a timely, assured water supply and over exploitation of
groundwater resources (Tiwari et al. 2009; Naik and Awasthi, 2003). Increasing population and agricultural
activities are not only creating more demand for groundwater resources due to the inadequate availability of
surface water resources, but are also polluting groundwater resources by releasing untreated wastes.
Groundwater, being a concealed natural resource, averse to direct observations and, hence, assessment of this
resource plays a pivot role in determining locations of water supply and monitoring wells, and in controlling
groundwater pollution (Roscoe Moss Co, 1990; Fetter, 2001). The most reliable and standard methods for
determining locations and thickness of aquifers and other subsurface information though test drilling and
stratigraphy analysis is very costly, time consuming and requires skilled man power (Todd, 1980; Roscoe Moss
Co, 1990; Fetter, 2001). However, integrated studies using conventional surveys along with satellite image data,
and geographical information system (GIS) tools, are useful not only to increase the accuracy results, but also to
reduce the bias on any single theme. Previously, many researchers used the remote sensing and GIS technique to
define the spatial distribution of groundwater potential zones on the basis of geomorphology and other associated
parameters (Krishnamurty and Srinivas, 1996; Ravindran and Jeyaram, 1997; Sree Devi et al. 2001; Sankar,
2002; Jagadeeseara et al. 2004). Hence, a reliable procedure for the assessment of dynamic water resources
potential is necessary to delineate the future groundwater potential areas.
The present study focused on the identification of groundwater abstractions structures feasible in each of the
various potential zones in and around Paschim Medinipur district using RS and GIS.
2. Materials and Methods
2.1 Study area
Paschim Medinipur in West Bengal, India lies between 21°46´ N to 22° 57´N latitudes and 86°33´ E to 87°44´ E
longitude (Figure 1), covered with an area of 9081.13 sq km. The district enjoys with tropical climate and the
land surface of the district is characterized by hard rock uplands, lateritic covered area, and flat alluvial and

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deltaic plains. Extremely rugged topography is seen in the western part of the district and rolling topography is
experienced consisting of lateritic covered area. These rolling plains gradually merge into flat alluvial and deltaic
plains to the east and south east of the district. The soil is fairly fertile and a great group of the Taxonomic
classification system as paleustalfs and haplaquents. Average temperature of the district varies widely across
seasons, varying between maximum 43°C and minimum 7°C respectively with an annual average rainfall, 1428
mm.
2.2 Data used
Different types of data sets were used for preparation of ground water potential zone map of Paschim Medinipur
block. (i) Landsat -5 Thematic Mapper (TM) sensor with better spatial resolution of 30m and seven spectral
bands with 16 days revisit and 8-bit quantization were being used. The images were acquired nominally 9:30 am
local time on a descending path. All the data scenes were acquired under clear atmospheric conditions during the
dry and post-monsoon season; time weather is generally cloud free (during early April, 20010 and November,
2009). (ii) One of the most widely used digital elevation model (DEM) data sources is the elevation information
provided by the shuttle radar topography mission (SRTM), but as with most other DEM sources, the SRTM data
requires significant levels of pre-processing to ensure that there are no spurious artifacts in the data that would
cause problems in later analysis such as pits, spikes and patches of no data. In the case of the SRTM data, these
patches of no data are filled, preferably with auxiliary sources of DEM data, like-topographical maps. (iii) Three
topographic map sheets (73J, 73N, and 73O) at a scale of 1:50000 cover the Paschim Medinipur district, West
Bengal, India. Additionally, block map was also collected at the same scale. These maps were digitized from
paper maps to produce the infrastructure map of the Paschim Medinipur (figure 1). The digitized map was also
used to perform the geometric correction of the satellite images and to confirm ground truth information. The
root mean square error (RMSE) of the image to map registration was 0.40 and 0.45 pixel, while was 0.10 and
0.14 pixel with image to image registration. (iv) One hundred and sixty nine wells were surveyed from the entire
Paschim Medinipur district during monsoon and post-monsoon periods of 2009 to provide the information about
the water level. Location of wells has been obtained with handheld Global positioning system (GPS) and plotted
on map with its coordinates in ArcGIS (v9.2) environment. These points were used to examine the training sets,
during delineation of ground water potential zone. The details of all the data were given in the table 1.
2.3 Satellite data and image processing operation
The satellite data sets were geometrically corrected in the datum WGS84 and projection UTM zone N45 using
the second order of polynomial function and nearest neighbor resampling method, which was chosen in order to
preserve the radiometry and spectral information in the imagery (Richards and Jia, 1999). All the images were
mosaicking and subset to the boundary of the Paschim Medinipur district. Image processing was completed
using ERDAS IMAGINE 9.2 (Leica Geosystems, 2008) software.
Land use/land cover maps were produced to identify the different classes of land from Landsat5 TM imagery.
Different training sets were delineated for each land cover class and verified through a digital topographic map,
ground truth points, and the visual interpretation of different images. Using the training sets, various spectral
signatures for each class were developed and evaluated using separability analysis to estimate the expected error
in the classification for various feature combinations (Landgrebe, 2003). Using a separability cell array, different
spectral signatures in each class were merged together (Jensen, 2004). The maximum likelihood decision rule,
the most common supervised classification method used with remotely sensed imagery data (Richards and Jia,
2006), was used as a parametric rule. The study area was classified into 12 land cover classes, indicated that
river, sand, surface water body, settlement, moist land, dry fallow, dense forest, degraded forest, open forest,
lateritic land, crop land, and agricultural fallow.
The NDVI is the most widely used index in the processing of satellite data (Myneni et al. 1995; Tucker, 1979).
Rouse et al., (1974) initially proposed the normalized difference vegetation index (NDVI) images were
generated from the ratio of RED (Band3) and NIR (Band 4) bands of Landsat5 TM after calibration coefficients
procured from corresponding header file. The images were applied for monitoring vegetation changes during dry
and post-monsoon period in the study area. NDVI is a sensitive bio-physical parameter that correlates with
photosynthetic activity of vegetation and provides an indication of the greenness of vegetation (sellers, 1985).
The vegetation index is a very sensitive factor in studying the hydrological processes.
Accuracy of land use land cover classes were resolute empirically, by independently selecting one-hundred
random samples of pixels from each resulting map, from each technique at each date and checking their labels
against classes determined from reference data. The results were uttered in tabular form recognized as the “error
matrix”, previously presented by Congalton (1991). Two different measures can be derived from the values in an
error matrix: user’s and producer’s accuracy (Campbell, 2002; Story and Congalton, 1986). The user’s accuracy
is the number of correctly identified sets in one class divided by the total number of sets recognized in that class.
Inaccuracies insets are referred to as errors of commission. The producer’s accuracy is calculated by dividing the
number of correct pixels in one class by the total number of pixels derived from reference data and includes the

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error of omission. A Kappa coefficient is commonly used as a measure of map accuracy (Congalton & Green,
1999; Hudson & Ramm, 1987). Thomlinson et al., (1999) set an overall accuracy target of 85% with no class
less than 70% accuracy. The USGS proposed an accuracy level of 85% as the minimum requirement for land
use/cover mapping with Landsat data (Anderson et al., 1976).
2.4 Digital elevation model (DEM)
SRTM obtained elevation data on a near-global scale to generate the most complete high-resolution digital
topographic database of earth produced by Jet Propulsion Laboratory, California Institute of Technology, CA,
USA (http://www.jpl.nasa.gov/). This mission generated the most complete high-resolution digital topographic
database so far based on elevation data collected in February 2000. Geo-referenced SRTM (WRS2) elevation
data from a 90m tiles (3arc second) digital elevation model of the study sites were collected from GLCF
community (http://glcfapp.umiacs.umd.edu/data/srtm/description.shtml) and the data were overlaid throughout
the model.
2.5 Database generation
In ArcView 9.3, attribute layers were prepared viz. those of drainage density, soil, geomorphology, hydro-
geology, and created as separate layer, for road map, the topology has been built by data automation kit. The
monsoon and post-monsoon water level data were recorded by well surveyed from 50 wells at different location
within the entire district. For water level data, local polynomial interpolation was used based on the weightage
value. The highest values point towards the higher potential for groundwater potentiality.
2.6 Groundwater potentiality analysis
To identify the ground water potential zone a weighted overlay analysis is used for computing the index value.
The choice among a set of zones for future development of groundwater is based on multiple criteria such as
drainage density, geomorphology, hydro-geology, present land use of dry and wet season, vegetation condition,
and elevation. This process is most commonly known as Multi-Criteria Evaluation (MCE) (Voogd, 1983). A
probability-weighted index overlay approach has been adopted that allows a linear combination of probability
weights of each thematic map (W) with the individual impact value (IV) (Sarkar and Deota, 2000). Reclassified
map was produced based on weight calculated. For ground water potential, these weights ranged from 1 to7
according to World Health Organization (WHO) guidelines. The rank of each parameter has been converted to a
probability weight using Bayesian statistics. These scores are again reclassified to impact values using Bayesian
statistics. For example, highest weight is given to the class that is most favourable, either to potential, and lowest
weight is given to the class that is least favourable. All thematic maps related to ground water potential zones
were integrated and classified depending on the added weight factors (capability to store and transmit water)
determined in the analysis (Equation 1). These scores are again converted to impact values using Bayesian
statistics. These capability values (CVi) are then multiplied with the respective probability weight of each
thematic map to arrive at the final weight map (Equation 2). Mathematically, this can be defined as-
Gw = f (DD, Geom, HydroGeo, S, Lud, Luw NDVId, NDVIw, Wlm, Wlpostm) (1)
where,
Gw = Groundwater
DD = Drainage Density
Geom = Geomorphology
HydroGeo = Hydro-Geology
S = Soil
Lud = Landuse in drier month
Luw= Landuse in wet month
NDVId= NDVI in drier month
NDVIw= NDVI in wet month
Wlm= Water level in monsoon season
Wlpostm= Water level in post-monsoon season

Now groundwater potential map values can be expressed as
GWP = Σ Wi * CVi (2)
where, GWP = Groundwater Potential
Wi = Map weight
CVi = Capability value
The resultant final weight map indicates the potentiality of groundwater occurrence in Paschim Medinipur
district. This map is then classified into four categories, namely very high, high, medium, moderately to low and
low, very low to negligible.
3. Results and Discussion
3.1 Drainage density and its relation to groundwater potentiality

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Drainage density is one of the important parameters to understand the ground water potential of a watershed.
Generally, lower the drainage density higher the ground water potential and vice-versa. The drainage number
(frequency) can express the drainage density property, and it has the strongest relationship with water recharge
into sub-surface media. In this study, drainage network was extracted directly from topographic maps (1:50,000)
and each class represents an interval of the number of drainage segments per 2x2 sq. km grid area. Additionally,
a point layer was generated using local polynomial interpolation technique based on weightage value. The
resulting drainage map has been ordered as<0.019 sq.km to >0.65 sq.km (Figure 2). Thus, the study area can be
classified as moderate to fine drainage texture and low to moderate drainage density. The drainage of the study
area mainly controlled by Kansai river on the south and Silai river on the north and intersected by numerous
khals. Different drainage pattern such as, dendritic, sub-dendritic and radial are predominantly seen within the
study area (Figure 2). Major streams flowing through narrow valleys deposited considerable amount of
denudated material which can be delineated as valley fill shallow landform. Very high drainage density is found
in the western and northern part, whereas, moderate to low drainage density is found in the southern and eastern
part. The spatial arrangement of streams with structural control can act as conduit for ground water recharge and
storage at places. Density also provides indications of the type of aquifers the magnitude of the recharge area and
direction of ground water flow.
3.2 Geomorphology and its relation to groundwater potentiality
Geomorphologic maps help to identify various geomorphic units and groundwater occurrence in each unit
(Bahuguna et al., 2003; Rao et al., 2004). Selected field checks were carried out in the field to verify different
geomorphic unit (table 2). Geomorphology and associated features as identified through visual interpretation of
satellite imagery (Figure 3). Studying the importance of geomorphology for groundwater in Paschim Medinipur
region through remote sensing, flood plain are interpreted by its typical reddish tone found along the banks of the
river courses. The flood plain area comprises mainly of sands and slits with minor inter clarified of clays and
they act as good aquifers, covered with an area of 31.78% of the entire district. The ground water potential of
flood plain is very high. The notable feature of this study is the demarcation of flood plain in the Kossi river
system which resulted in the excellent ground water potential. A small portion of the study area is covered by
pediment, whereas, deep buried and moderately deep buried pediements swathe 22.13% (2009.47sq.km) and
21.07 (1913.87Sq km.) Extensive laterization has taken place, mainly at the water divides. Due to rugged
landforms, ground water is occurred mainly valley fill deposits, but sometimes valley fill contain relicts of
laterite. The depth of the valley varies from a few to several meters. The alluvial portion may be subdivided into
two divisions; first, there is a strip of purely deltaic country bordering Hooghly, intersected by numerous river
and water-courses, which are subject to tidal influence. The latter are usually connected with one another,
thereby rendering it an easy matter to travel by water; and the country generally partakes of the character of the
neighboring district of Hooghly. This low-lying tract extends for about 32.18 km inland from the Rupnarayan
and Hooghly. The alluvial deposit, which is then reached, seems to cover the final swells of the laterite
formation.
3.3 Hydro-geology and its relation to groundwater potentiality
Hydro-geological maps depict important geological units, landforms and underlying geology so as to provide an
understanding of the processes, materials/ lithology, structures, and geologic controls relating to groundwater
occurrence as well as to groundwater prospects. Such maps depicting prospective zones for groundwater
targeting are essential as a basis for planning and execution of groundwater exploration. Hydro-geologically, the
study area has been classified as: younger alluvium, older alluvium, fluvio-deltaic sediment overlained by
secondary laterite (double profile), fluvio-deltaic sediment overlained by primary laterite (in situ), Platform
margine conglomerates and basement crystalline complex (metamorphites) (Table 3 & Figure 4). Their
characteristics and groundwater prospects are given in Table 2. Nearly 49.49% of the study area is covered by
younger alluvium, placed at western part of the study area. The fluvio-deltaic sediment overlained by secondary
laterite within the region comprise a total area of 30.40%. Older alluvium covers nearly 5.33% of the study area
in the northwestern and SSE portions. Groundwater occurs under unconfined conditions in shallow, moderately
weathered zones of the older alluvium and in semi-confined conditions in joints, fissures, and fractures that
extend beyond the weathered zones. As such, secondary porosity (the weathered zone and fluvio-deltic
sediments) is the main source for groundwater occurrence, movement and transmission. In the study area, 5.07%
is covered by basement crystalline complex, whereas, fluvio-deltaic sediment overlained by primary laterite
roofed by 8.82%. In the northeastern part of the study area, platform margin conglomerates and basement
crystalline complex were found, covered only 0.89% of the whole area.
3.4 Soil characteristics and its relation to groundwater potentiality
Information on soil also forms an important input in mapping groundwater potential zones, e.g. coarse textured
soil are generally permeable while fine textured soils indicate less permeability. Highly permeable soil permit
relatively rapid rate of infiltration wherein much of the rainwater can reach ground water table. Soil type in

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paschim Medinipur district can be divided into sixteen categories, represented as coarse loamy typic haplustalfs,
coarse loamy typic ustifluvents, fine aeric ochraqualfs, fine loamy aeric ochraqualfs, fine loamy typic
paleustalfs, fine loamy typic ustifluvents, fine loamy typic ustochreptas, fine loamy ulti paleustalfs, fine vertic
haplaquaepts, fine vertic ochraqualfs, loamy lithic ustochrepts, loamy skeletal lithic ustochreprs, residential area,
rocky outcrops, and very fine vertic haplaquepts (table 4 and figure 5). Soil ranking was indicated on the basis of
its infiltration capability. The soil act as a natural filter to screen out many substances that mixes with water
(Donahue et al., 1983). In the eastern part of the district very fine vertic haplaquepts and sandy loam soil has a
high specific yield (19-30%) and porosity value (32-38%), which indicates that recharge from precipitation
should pass easily form the surface to the zone of saturation (Holt Jr., 1965). On the other hand, crystalline rocks
of the north-west part of the district has low porosity and low permeability due to small grain sizes with large
surface areas, which resulted in increased friction, because it contains very few openings, so water cannot pass
through (Donahue et al.,1983). Hence, the amount of groundwater recharge, storage, and discharge as well as
the extent of groundwater contamination all depend on the soil properties.
3.5 Topography and its relation to groundwater potentiality
Several researchers have used Digital Elevation Model (DEM) data for purposes such as delineating the drainage
networks (Zhang et al., 1990), deriving hydrogeomorphological units (Hodgson, 1999) and for landscape
description and classification (Brabyn, 1996; Swati, 2002). A DEM has been derived from Shuttle Radar
Topographic Mission (SRTM) data to delineate the altitudinal distribution of study area. The area has an
undulating micro-relief with highs and lows. The maximum elevation is found to be 319 m above mean sea level
(msl) (figure 6). Generally, the elevation declines from north-west to eastern and south eastern direction. The
slope amounts have shown that elevation is low in south-eastern and eastern part. The ground water reservoir is
in the form of a low relief, water table aquifer to nearly uniform gradient (Parizek et al., 1967). The study area
has been categorized into seven elevated area with 50 intervals, following- <50m, 50-100m, 100-150m, 150-
200m, 200-250m, 250-300m, and >300m (Figure 6). Lower altitudinal areas were given the higher weightage,
whereas, higher altitudinal areas were given the low weightage to mark out the ground water potentiality.
3.6 Land sue/land cover characteristics and its relation to groundwater potentiality
For the identification and interpretation of land use pattern of the area, image interpretation through remote
sensing data (Landsat5 TM) of dry and wet months were adopted and the various land use classes delineated
includes river, sand, lateritic land, dry fallow, moist fallow, mixed forest, dense forest, degraded forest, open
forest, crop land, agricultural fallow, and settlement (Figure 7a and 7b). The various land use classes, areas and
percent of total areas are given in table 5. To confirm the classification accuracy, accuracy assessment analysis
was calculated. Table 5 identifies the error matrices for both the images developed from the supervised
classification technique. In table 5 the overall classification accuracy and kappa statistic were 92.00% and 0.90
respectively in April, 2010. A similar circumstance was found in November, 2009 resulting in an overall
classification accuracy and kappa statistics of 86.00% and 0.83 respectively. The land cover categories were
ordered according to high advantage to water permeability (table 5). Different uses of terrain surfaces result a
miscellany of surface water recharge processes. This factor involves a number of elements, but the major ones
are: bare rocks, human settlements, sparse vegetation cover (Su, 2000). For example, bare rocks (lateritic land)
they often give a chance to water to move through fissures and joints into deeper stratum, thus often considered
as enhancing parameter. Human settlement and construction retards water infiltration through it and thus prevent
water to reach ground water reservoirs. Accordingly for vegetation cover, the higher the vegetation cover, the
higher the evapotranspiration rate and this imply less chance for percolation to the subsurface layers (Darwich et
al., 2003). In view of the groundwater potentiality, river/surface waterbody, mixed forest, sand, moist land, and
crop land were given the higher weightage, whereas, agricultural fallow, open forest, dry fallow, lateritic land
were given the lower weightage.
3.7 Vegetation condition and its relation to groundwater potentiality
The parameters derived from remotely sensed observations are being directly used in various studies relating
NDVI (Normalized Difference Vegetation Index) and hydrological processes (Sellers, 1987; Gamon et al., 1995;
Kondoh and Higuchi, 2001). NDVI is this property that is exploited as an indirect indicator of the availability of
groundwater below the surface of the earth. Thus during the dry (i.e. April) and wet (i.e. November) spell of the
study area a good quality vegetation in an area is often found to be associated with shallow ground water levels.
Figure 8a and 8b is the pseudocolour representation of the same image in dry and wet spell of the study area. In
this image the intensity values are classified by density, slicing the pixels values into seven classes’ namely
luxurious vegetation, healthy vegetation, areas with moderate dense, stressed vegetation, areas with less
vegetation, areas with very less vegetation and areas with no vegetation. The maximum and minimum values of
NDVI in drier month was +1.0 and -0.24 respectively, whereas in wet month it was +0.54 and -0.34,
respectively. It can be observed that the areas close to the dry river channels have a good concentration of
Luxurious and healthy vegetation as compared to rest of the area. This is primarily due to better groundwater

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supply and moisture replenishment from the alluvial deposits of the rivers. As one moves away from the stream
the density of the luxurious / healthy vegetation rapidly decreases. Thus, apart from the vicinity of the riverbeds,
the interior areas that show signs of luxurious/healthy vegetation are considered favorable targets for the next
phase of a detailed groundwater survey. However as an essential practice the results obtained from an NDVI
analysis are usually matched with other outputs of groundwater modeling themes before finally outlining the
groundwater potential zones. With the advent of satellite remote sensing it has become possible to understand the
green leaf concentration or chlorophyll status of vegetation for a large area of the earth surface with the help of a
single digital image (Campbell, 1996; Gupta 1991). Though, the health of a plant depends on several
environmental factors ¾ it is often found that, for a large area the vegetation health largely depends on; as to
how much moisture is available to the root zone of the plants. NDVI was generated in the analysis was found to
be correlated well with water availability due to the good water content in the soil covers and weathered zones.
Field investigations showed that the NDVI was controlled by shallow groundwater levels around topographic
low, which forms the pathways for surface runoff during monsoon form the good zones of groundwater. Thus,
the vegetation index in this area is a response of the green vegetation condition to environmental factors
including soil moisture and water availability. Higher NDVI values implied availability of sufficient shallow
groundwater and surface to stimulate vegetation growth and to support local water needs.
3.8 Water level characteristics
Properly and correctly observation wells to measure the periodical changes in ground water level, are the most
useful information which can be used to plan groundwater development programmes indicators. Quantum of
recharge/discharge that had taken in the aquifer has been assessed from the monsoon and post monsoon water
level fluctuation data (Figure 9a and 9b). The water table occurs in unconfined and semi confined conditions.
Dynamic ground water potential of the study area was computed using local polynomial interpolation method.
The spatial distribution of groundwater is not uniform, area has very shallow (1.5 m bgl) to very deep (9.2 m bgl)
water table. Deep water table occurs adjacent to the foot hill. Higher well yields indicate relatively greater
groundwater availability than areas with low well yields.
3.9 Groundwater potential zone delineation and assessment
By integration of all the maps (classified maps of land use/land cover in dry and wet month, NDVI map of dry
and wet month, hydro-geology, geomorphology, soil, elevation, water table in monsoon and post monsoon, and
drainage density), groundwater potential zones were delineated and classified as: very high potential, high
potential, moderate potential, moderate to low potential, low potential, very low potential and low to negligible
(table 6 and figure 10). Only 8.08% (734.32 km2) of the study area was classified as having very high potential at
few locations (eastern and small pockets of central regions), 11.99% (1089.907 km2) was of high potential
(southwest, east, northeast and central regions) and 17.72% (1611.247 km2) was classified as having moderate
potential (most of the central-east and the small patches of northern and southern zone). The moderate to low
groundwater potential zone was occupied by 21.40% (1945.54 km2) of the entire area, stretched in most of the
central region. Furthermore, the poor zones were found in western and small pockets of north-central part of the
district, covered with an area of 20.91% (1901.09 km2). Additionally very low potential and low to negligible
groundwater potential zone enclosed 5.88% (534.30 km2) and 0.09% (8.33 km2), respectively. Spatially, the very
high potential and high potential area are distributed along less drainage density, lower elevation, older alluvium
region and the flood plain deposits regions is affected by the secondary structure and having interconnected by
pore spaces. Areas with moderate ground water prospects are attributed to contributions from the combinations
of land use/land cover, NDVI, valley fill deposits, fluvio-deltic sediments overlained by secondary laterite by
moderate well yields are present. The low to poor categories of ground water potential zones are spatially
distributed mainly along the ridges, lithology is compact, low to very low well yields are present, and extremely
far to the farthest distance from drainage as pockets spreads over the whole study area.

4. Conclusion
In Paschim Medinipur, groundwater is being extensively used to cater to the needs of the people. Groundwater
withdrawal is increasing year after year due to very erratic rainfall and insufficient surface water bodies
resulting, in the drying-up of dug and bore wells. Remotely sensed satellite image data from Landsat 5 provided
information used to identify landscape characteristics, vegetation condition, and outline geomorphological and
hydro-geological properties. Accordingly, SRTM data offer the elevation of the surface as well as to delineate
the drainage characteristics. To understand the ground water regime, well inventory data also have been
collected in the monsoon and post-monsoon periods. The integration and analysis through GIS of various
thematic maps and image data proved useful for the demarcation of the zones of groundwater potential for
suitable planning and management programmes. Yields performance of the tube wells in different land cover

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confirmed the correlation exists among respective land cover, vegetation vigor and groundwater potential. To
help to overcome this situation, remedial measures have to be implemented by imposing restrictions on the
construction of water harvesting structures for argumentation of groundwater resources and also through the
implementation of proper best management practices for watershed throughout the region.

Acknowledgement
Authors want to acknowledge the Global Land Cover Facility (GLCF) for providing the free satellite data.
Authors also wish to express thank to the staff members in the department Soil Survey of India; Geological
Survey of India, Kolkata, West Bengal, India for their co-operation and Ground water department, Paschim
Medinipur, Government of West Bengal, India for providing information on yields of the selected tube wells for
this study.

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Figure 1. Location map of Paschim Medinipur district, West Bengal, India

Figure 2. Drainage density per sq km grid area of Paschim Medinipur based on satellite imageries and
topographical map

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Vol 2, No.5, 2012

Figure 3. Geomorphological characteristics of the Paschim Medinipur base on morphological map of West
Bengal

Figure 4. Hydro-geological characteristics of the Paschim Medinipur base on geological map of West Bengal

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Vol 2, No.5, 2012

Figure 5. Spatial distribution of soil characteristics of Paschim Medinipur base on soil map of West Bengal

Figure 6. Digital Elevation Model of the area base on topographic map and SRTM dataset

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Vol 2, No.5, 2012

Figure 7. Land use/land cover characteristics in the monsoon (a) Figure 8: Vegetation (NDVI) status in the monsoon (a) an
and post-monsoon (b) season of the area based on Landsat5 post-monsoon (b) season of the area based on Landsat5 (TM
(TM) satellite imageries satellite imageries

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Vol 2, No.5, 2012

Figure 9: Ground water level of monsoon (a) and post-monsoon (b) season of the study area based on wells
measurement data

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Vol 2, No.5, 2012

Figure 10: Ground water potential zone of Paschim Medinipur based on all the parameters
Table 1: Details characteristics of the data
Data type Characteristics Year of Source
acquisition
Satellite Data Path and row - 139/44 and 139/45 25/11/2009 and www.landcover.org
Landsat 5 TM 18/04/2010
Shuttle Radar Topography Resolution of 3-arc seconds 2000 http://www.jpl.nasa.gov/
Mission (SRTM) data
Topographical maps No. 73N/1 to 16, 73J/9 to 16, 1972 Survey of India, Kolkata,
73O/1, 73O/5 in Scale of 1:50000 West Bengal, India
Block Map of Paschim Scale 1:50000 1982 Block Office, Paschim
Medinipur Medinipur, WB, India
Monsoon & post monsoon 169 wells from different 2009 Ground Survey
water level data geographic location
Soil and Geo- Scale 1:50000 2002 Geological survey of India
morphological, hydro-
geology data

Table 2: Geomorphologic units and their groundwater prospect in the area

Geomorphologic units Area in sq. km Percent of Cover Groundwater prospect
Valley fill deposits (VFD) 991.5776 10.92 Good
Flood plain deposits (FPD) 2886.475 31.78 Very good to excellent
Deep buried pediments (DBP) 2009.474 22.13 Very poor
Deep to moderately buried pediment
1913.871 21.07 Poor
with lateritic capping (DMBPLC)
Moderately buried pediment with
834.8254 9.19 Moderate
lateritic capping (MBPLC)
Pediment (Ped) 95.52667 1.05 Poor to negligible
Denudational terraces and rocky
349.7218 3.85 Moderate to good
outcrop (DTRO)

Table 3: Hydrogeological characteristics in Paschim Medinipur District, West Bengal, India
Hydrogeol
Acqui Acquifer
ogic
fer General lithology deposition in Aquifer character
unit/sub
age mbgl
unit
From top
surface to
Cumulative thickness of granular
down to a
Finer to medium sand with vertical zones forming aquifers 10-20m.
depth of
and lateral facies change to sandy Ground water occurs with phreatic
Recen 48.80m G.L.
clay or clay. Prismatic sand bodies water surface and under semi
Younger t to In general
consisted mainly of moderately to confined condition. Under low
alluvium late subsurface
well sort rounded to well round pumping rate yield varies from 12-
(YA) pleist disposition is
quartz with significant flaky 25m3 /h which may be increased to
ocene between 5-
minerals, Grey to Greissh white in 100m3 /h for high capacity
36m bgl. i.e.
colour. pumping. Transmissivity ranges
thickness
from 2200-4000m2/day
variable from
30-35m.
Sands, medium to coarse with Granular zones Acquifers are both confined and
brownish tint , poorly sorted but encountered unconfined. Summer ground water
Older Late texturally matured with down to a level varies from 1-18m bgl.
alluvium pleist ferruginous modules and Kankars depth of 400m. (Elevated areas) and post-monsoon
(OA) ocene Ghuttings (Calcaereous Phreatic water level varies from 1-7 m bgl.
concretional aggregates) are aquifer is Seasonal water level fluctuation has
present. Occasionally gravel sand underlained by a wide range of 6-18m. Yeild

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Vol 2, No.5, 2012

bed is present. Repeated semiunconfine capacity of L.D.T.W. varies from
cyclothemes are represented by d aquifer 30-50 m3/hr and that fro H.D.T.W.
sand, silt and clay beds. below 25 from 70-185 m3/hr. Transmissivity ranges
G.L from 1200-4000m2/day and
storativity 4.5*10 – 5.0*10.
Fluvio-
deltaic Laterite: hard crust 1.5-16m thick The depth of phreatic acquifer
sediment molted clay 03.-7m thick Disposition of varies from 12-30 m bgl. Summer
Middl
overlained lithomarge. Mio-pliocene water bearing water level varies form 2-21m bgl.
e to
by sedimentaries: Sand-silt-shale prospective And post-monsoon water level
early
secondary alteration. Sand coarse to medium aquifers are varies from 1.5-9m. bgl. Range of
pleist
laterite with thin fine sand stratum shale within 250m G.W.L. fluctuation 6-19m
ocene
(double and silt bed. Coarse sand with bgl. Transmissivity ranging from 400-
profile) vertical facles gradation to silt. 1000m2/day.
(FDSOdp)
Lateritic
profile: 0-25m
Both semi confined and unconfined
bgl. With
with yield capacity 80-100m3/hr.
spring zones in
Fluvio- Lateritic hard crust; highly porous Summer water level 6-21m bgl.
places.
deltaic in places with honeycomb Post-monsoon water level 1.5-9m
Multiple
sediment weathering structures underlained bgl. Transmissivity – shallow (42-
aquifer
overlained bylithomergic clay. Mio-pliocene 47m): 397.05-506.64 m2/day;
Plioce (mainly 2/3
by sedimentaries with indication of Intermediate (116-133m): 531.9-
ne granular
primary more oxidation and presence of 329.07 m2/day; Deeper (141-146m):
zones) are
laterite (in ferruginous clay of brownish 569.81-267.07 m2/day; Storativity-
found down to
situ), colour and higher proportion of shallow (42-47m): 2.03*10-
a depth of
(FDSOpl) Kankars. 8.03*10; Intermediate (116-133m):
165m bgl.
3.002*10-2.1*10; Deeper (141-
Consisting of
146m): 5.33*10-7.21*10
Mio-pliocene
sedimentaries.
Platform
Pebbles, cobbles, and boulders in
margin Early Down to a Hill slope discharge zone with
coarse sand matrix. Significant
conglomer Mioc depth of 30m springs and auto flows along
constituent lateritic gravel, cobbles
ates ene bgl. Dulong river
and gneissic rocks.
(PMC)
Fracture
conduits
extend down Unconfined anisotrphic. Summer
Basement to a depth of G.W.L. 2-11m bgl. Post-monsoon
crystalline Ortho and paragneissic complex, 150m G.W.L. 0.5-5m bgl. Yeild capacity
Pre-
complex schists, metabasics, epidiorites, maximum 2-5m3/hr in dug well in areas of
cambr
(metamorp phyllites, pegmatites, granites with from G.L. The truncated junction of weathered
ian
hites) colluvial material. thickness of profi;e with fracture conduits. It
(BCC) the regolith may raise upto 70m3/hr.
cover varies Transmissivity 14-843m/day
from 5-20m
from G.L.

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Vol 2, No.5, 2012

Table 4: Soil characteristics of the Paschim Medinipur district and their percent of area covered
Type Area (in sq m) Percent
Coarse loamy typic haplustalfs (CLTH) 1,008.53 11.11
Fine loamy ulti paleustalfs (FLUP) 1,506.94 16.59
Fine loamy aeric ochraqualfs (FLAO) 1,513.46 16.67
Fine vertic haplaquaepts (FVH) 940.03 10.35
Fine loamy typic ustifluvents (FLTUSTI) 469.03 5.16
River 1,521.52 16.75
Fine loamy typic paleustalfs (FLTP) 226.71 2.50
Loamy skeletal lithic ustochreprs (LSLU) 126.27 1.39
Very fine vertic haplaquepts (VFVH) 123.93 1.36
Rocky outcrops (RO) 90.27 0.99
Fine vertic ochraqualfs (FVO) 878.77 9.68
Loamy lithic ustochrepts (LLU) 51.13 0.56
Fine aeric ochraqualfs (FAO) 122.86 1.35
Fine loamy typic ustochreptas (FLTUSTO) 173.05 1.91
Residential area 35.44 0.39
Coarse loamy typic ustifluvents (CLTU) 293.15 3.23

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Vol 2, No.5, 2012

Table 5: Identified features land use/ land cover from Landsat TM of Paschim Medinipur district, West Bengal

Land use Area in Reference Classified Corrected Producers Users
Percent
Category Sq. km category category number accuracy accuracy
April, 2010
Settlement 15.23 0.17 1 1 1 100.00% 100.00%
River 71.36 0.79 0 0 0 --- ---
Dense Forest 496.77 5.47 7 7 7 100.00% 100.00%
Dry Fallow 363.00 4.00 2 2 2 100.00% 100.00%
Crop Land 1,963.26 21.62 24 26 23 95.83% 88.46%
Degraded
6.72 7 6 6 87.50% 100.00%
Forest 610.53
Surface
2.99 1 1 1 100.00% 100.00%
waterbody 271.65
Sand 76.46 0.84 1 1 1 100.00% 100.00%
Mixed Forest 106.68 1.17 0 0 0 --- ---
Lateritic land 770.77 8.49 15 14 13 87.50% 93.33%
Open forest 1,353.03 14.90 11 12 10 90.91% 83.33%
Moist fallow 1,297.10 14.28 11 9 9 81.82% 100.00%
Agricultural
18.56 20 21 19 95.00% 90.48%
Fallow 1,685.76
100 100 92
Overall Classification Accuracy = 92.00%
Overall Kappa Statistics = 0.9045
November, 2009
Dense Forest 1097.49 12.08 13 13 12 92.31% 92.31%
Settlement 147.678 0.63 3 1 1 33.33% 100.00%
River 148.905 1.64 3 2 2 66.67% 100.00%
Sand 74.0904 0.82 0 0 0 --- ---
Dry Fallow 424.201 4.67 4 5 3 75.00% 60.00%
Lateritic Land 173.689 1.91 3 3 3 100.00% 100.00%
Degraded
1213.4 13.36 12 12 11 91.67% 91.67%
Forest
Open Forest
960.499 10.58 14 12 12 85.71% 100.00%
Land
Surface
2.35667 0.03 0 0 0 --- ---
Waterbody
Agricultural
2618.13 28.83 28 33 25 89.29% 75.76%
Fallow
Moist Fallow 518.69 6.71 6 5 4 66.67% 80.00%
Crop Land 1702.48 18.75 14 14 13 92.86% 92.86%
100 100 86
Overall Classification Accuracy = 86.00%
Overall Kappa Statistics = 0.8320

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Vol 2, No.5, 2012

Table 6: The classification of influencing factors on groundwater potentiality

Groundwater potentiality

Low High

Class (Factors/Weight) I II III IV V VI VII Multipli
er

Drainage density (Sq. Km) >0.65 0.37- 0.21- 0.11-0.21 0.053- 0.019- <0.019 15
0.64 0.37 0.11 0.053

CVi(Consistency 0.02 0.04 0.08 0.13 0.19 0.24 0.30
ratio=0.02)

Geomorphology Ped DBP DMBP MBPLC DTRO VFD FPD 15
LC

CVi(Consistency 0.00 0.02 0.06 0.11 0.19 0.26 0.33
ratio=0.02)
Hydro-Geology PMC YA BCC - FDSOpl FDSOdp OA 15

CVi(Consistency 0.03 0.06 0.10 - 0.16 0.25 0.40
ratio=0.07)

Soil RA/FLT RO/FL FLUP CLTH/F CLTU/F FVH River/V 10
USTO/ TP/LLU AO/FLA LTUSTI/ FVH
O
FLTU/L FVO
SLU

CVi(Consistency 0.00 0.01 0.06 0.13 0.20 0.27 0.33
ratio=0.07)

Elevation >300 250-300 200- 150-200 100-150 50-100 <50 5
250

CVi (Consistency 0.03 0.04 0.06 0.10 0.16 0.24 0.37
ratio=0.02)

Landuse in drier month Lateritic Agricult Crop Open Degrade Dense/ River/su 5
land ural/dry land forest/mo d Forest Mixed rface
fallow ist forest waterbo
fallow/sa dy
nd

CVi (Consistency 0.03 0.04 0.07 0.10 0.15 0.24 0.37
ratio=0.02)

Landuse in wet month Lateritic Agricult Crop Open Degrade Dense/ River/su 5
land ural/dry land forest/mo d Forest Mixed rface
fallow ist forest waterbo
fallow/sa dy
nd

CVi(Consistency 0.03 0.04 0.07 0.10 0.15 0.24 0.37
ratio=0.02)

NDVI in drier month <0.13 0.13- 0.21- 0.25-0.36 0.36-0.42 0.42- >0.50 5
0.21 0.25 0.50

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Vol 2, No.5, 2012

CVi(Consistency 0.03 0.04 0.06 0.10 0.16 0.24 0.37
ratio=0.02)

NDVI in wet month <0.13 0.13- 0.21- 0.25-0.36 0.36-0.42 0.42- >0.50 5
0.21 0.25 0.50

CVi(Consistency 0.03 0.04 0.06 0.10 0.16 0.24 0.37
ratio=0.02)

Water level in monsoon - - <2 3 4 5 7 10
season (m. bgl)

CVi(Consistency - - 0.03 0.06 0.14 0.27 0.50
ratio=0.05)

Water level in post- - - <2 3 - 5 7 10
monsoon season (m. bgl)

CVi(Consistency - - 0.04 0.12 - 0.26 0.58
ratio=0.07)

59

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