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International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print),
ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME
123
SPATIAL DATA INTEGRATION AND MAPPING OF
GROUNDWATER POTENTIAL ZONES ON
PRECAMBRIAN TERRAIN OF HASSAN DISTRICT,
KARNATAKA, INDIA USING GEOMATICS
APPLICATION
Basavarajappa H.T1
, Manjunatha M.C1,
Basavaraj Hutti2
1
Department of Studies in Earth Science, Centre for Advanced Studies in Precambrian Geology,
University of Mysore, Manasagangothri, Mysore-570006, India
2
Geoscience Domain Expert, L&T IES, SEZ-02, Industrial Area, Hootagalli, Mysuru-570018, India
ABSTRACT
Water is the main source of human’s daily life and being used in various fields. Mapping and
integration of lithology, drainage, lineament, soil, slope and other related features are useful in
assessing the groundwater resources of a larger area. Thematic maps have prepared through Visual
Image Interpretation Techniques (VIIT) and integrated by using GIS software’s. The present aim is
to apply the Geomatics tools to demark the groundwater potential zones of the study area. Efforts
have been made to evaluate the groundwater potential zones by assessing the weightage for different
thematic layers based on collateral data and digitization. Various litho units such as granites,
gneisses, schists and quartzites are encountered during field survey. Soil and lineament form the
basic geological structures which are easily identifiable in the Landsat-7 satellite imagery and helps
in understanding the nature of lithology in delineation of groundwater prospect zones. Slope map is
prepared by using Survey of India (SoI) toposheets of 1:50,000 scale. The final result highlights the
favorable conditions of groundwater potential zones in Precambrian terrain of the study area which is
a suitable model in similar geological conditions.
Keywords: Groundwater prospect zones; Precambrian Terrain; Hassan; Geomatics.
INTERNATIONAL JOURNAL OF CIVIL ENGINEERING AND
TECHNOLOGY (IJCIET)
ISSN 0976 – 6308 (Print)
ISSN 0976 – 6316(Online)
Volume 6, Issue 5, May (2015), pp. 123-134
© IAEME: www.iaeme.com/Ijciet.asp
Journal Impact Factor (2015): 9.1215 (Calculated by GISI)
www.jifactor.com
IJCIET
©IAEME
International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print),
ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME
124
1. INTRODUCTION
Hassan is one of the 27th districts in Karnataka State predominantly depending on
agriculture. The study area show a low, narrow, alluvial plain, the sudden rise of Western Ghats to a
slight drop to the Deccan plateau, a long gradual dip to the Eastern alluvial plain ending (NBSS &
LUP., 2013). Geographically, the district is divided into three regions based on the topography,
climate and rainfall representing the Maidan (plains), Semi Malnad and Malnad regions. Southern
Malnad is a forest hilly region which receives heavy rainfall due to the effects of Western Ghats and
altitude. Malnad and Maiden are the two distinct erosional features noticed during the Ground Truth
Check (GTC). Malnad is observed as high hilly southern region covered with forest, hillocks on the
plain region and undulating to rolling semi-malnad areas; while Maiden is observed as gently sloping
pediments in southern parts, river valleys and tank command areas (CGWB, 2013). The western
parts of the district receive heavy rainfall which decreases significantly in the eastern part. The
groundwater table rises as the monsoon season proceeds. Groundwater targeting is very difficult task
due to their typical hydrological properties of unconfined and fractured aquifer conditions
(Basavarajappa et al., 2013a). It is possible to identify the groundwater potential zones by observing
the terrain features like geological structures, geomorphic units and hydrologic characteristics
through both high resolution satellite images & field studies (Lokesha, et al., 2005) along with GIS
analysis (Rokade et al., 2007). Adaptation of recent methods & techniques for development
strategies in maintaining a high quality of GRI database (Groundwater Resources Information) and
its management at district level are very much necessary for future benefits, groundwater
sustainability. Mapping of the paleo-channels using satellite data provide additional information
regarding water bearing zones like old river courses, fractures and valley fills (Basavarajappa et al.,
2014a).
2. STUDY AREA
It is located in between 120
13' and 130
33' N latitude and 750
33' and 760
38' E longitude with
an aerial extent of 6,845 Km2
(Fig.1). It includes 8 taluks namely Alur, Arkalgud, Arasikere, Belur,
Channarayapatna, Hassan, Holenarsipur and Sakleshpur with general ground elevation of 943 m
above MSL (NBSS & LUP., 2013). Climate measures equitably throughout the study area except for
Sakleshpur taluk due to the approach of Western Ghats. Average annual rainfall recorded is 1041mm
during the year 2013 (Fig.2). Temperature ranges from 17 to 280
C with mean average of 23.30
C.
April is generally the hottest month and December the coldest. The principal crops noticed are Rice,
Ragi, Jowar, Paddy, Maize, Oil seeds, Cereals, Sorghum, Coconut, Coffee, Cotton, Groundnut,
Sugarcane, Cocoon, Pulses, Chillies, Cardamom etc. Major horticultural crops grown are fruits:
Banana, Mango, Sapota, Lemon, Guava; Vegetables: Potato, Green Chillies, Tomato, Cabbage,
French beans; Plantation crops: Arecanut, Cashew; Spices: Ginger, Cardamom, Pepper and Turmeric
(CGWB, 2013).
International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print),
ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME
125
Fig.1. Location map of the study area
Table.1. Season-wise Average Rainfall of the study area (2001-2010) (Fig.2)
Sl No Taluk Pre-monsoon Monsoon Post-monsoon Annual
1. Alur 214 688 199 1093
2. Arkalgud 179 550 232 961
3. Arasikere 182 360 228 770
4. Belur 227 536 251 1013
5. Channarayapatna 202 338 195 735
6. Hassan 223 556 226 1004
7. Holenarsipur 169 357 199 725
8. Sakleshpur 230 1791 276 2297
Fig.2. Season-wise average rainfall of the study area (2001-2010)
International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print),
ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME
126
3. METHODS & MATERIALS
a. Topomaps: 48 O/12, 15, 16; 48 P/9, 10, 13, 14; 57 C/2, 3, 4, 6, 7, 8, 12; 57 D/1, 2, 5, 6, 9 of
Suvery of India (SoI) toposheets of 1:50,000 scale; Survey of India, Bangalore.
b. Thematic maps: Lithology, Drainage, Lineament, Soil, Slope and final thematic map.
c. Satellite Image: Landsat-7 (Band: 7, 5, 4) of 30m Resolution (April & May-2003) (Fig.3);
ASTER GDEM of 30m Resolution (Oct-2011).
d. GIS Software’s: Erdas Imagine v2013, ArcGIS v10 and PCI Geomatics v10.
e. GPS analysis: Garmin-12 is used during field visits.
Fig.3. Landsat-7 Satellite Image of the study area
4. LITHOLOGY
Geology of the study area is quite simple comprising 80% of aerial extent by Peninsular
gneisses (PGC). The younger granite occurs as isolated patches and domes. These rocks are
classified as crystalline formations from groundwater point of view. The fracture/ fissure system
developed along with joints and faults traversing the rocks facilitate groundwater circulation and
hold moderate quantity of water. The volcano-sedimentary sequence consisting of conglomerate,
orthoquartzite, quartz-chlorite schist, pelitic schists, iron formations and metavolcanics are noticed
International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print),
ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME
127
(Ramakrishna and Vaidhyanadhan., 2008). The schistose rocks are poor aquifers and yield very less
quantity of water of poorer quality. The joint pattern controls movement of water in the metavolcanic
rocks and normally yields better quality water. The prominent schistose rocks noticed in the study
area are belonging to Holenarsipura schist belt which is most important belt for mineralization in
Karnataka, Dharwar Craton. Groundwater in general occurs in the water table conditions in the
weathered and also under semi-confined conditions in the deeper fractures. The major rock
formations encountered are granites, gneisses, schist and quartzite (Fig.4). Low ranges of granitic
hills are noticed in all taluks except Sakaleshpur.
Fig.4. Modified Lithology map of the study area (after NBSS & LUP., 2013)
5. DRAINAGE
The study area forms the part of Western Ghats and Malnad region representing mountains
and thick forest regions. Drainage patterns are the design formed by the aggregate of drainage ways
in an area regardless of whether they are occupied by permanent streams (Howard, 1967) reflecting
the surface and subsurface conditions. Drainage and tanks are digitized using SoI topographical
maps and updated on ASTER GDEM satellite data (30m Resolution) (Ahmed et al., 2010). Major
part of the district lies within the Cauvery river basin, followed by Nethravathi and Krishna river
basins. The perennial prominent rivers such as Cauvery, Hemavathi and Yagachi drain the major
parts of the study area providing surface water (11%) and groundwater (9%) sources for agricultural
activities (CGWB., 2013) (Fig.5).
International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print),
ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME
128
Fig.5. Drainage map of the study area
6. LINEAMENT
Lineaments and fractures play a vital role in controlling the movement and storage of
groundwater in hard rock terrain (Subash Chandra et al, 2010; Basavarajappa et al., 2014a; 2014b).
Fig.6. Lineament map of the study area
International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print),
ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME
129
Lineaments are often apparent in geological and topographic maps that can appear obvious
on aerial or satellite images (Basavarajappa et al., 2012; Dinakar et al., 2008; Kiran Raj et al., 2014).
Major lineaments are derived manually by Visual Image Interpretation technique and minor
lineaments by Digital Image Processing on Landsat -7 satellite image using the Hydrology tool of
PCI Geomatic v10 (Fig.7). Many major lineaments are trending towards NW to SE, NNW to SSE
and N100
E to S100
W. Most of the fine textured lineaments are noticed in the hilly terrains and
valleys of Western ghats (Fig.6).
Fig.7. Lineaments overlaid on Landsat 7 satellite image
7. SOIL
Soils are essential units in controlling the infiltration of rainwater and surface flow patterns
(Basavarajappa et al., 2013b). The soils display a wide diversity and are quite fertile and majority of
the study area is covered by red soil. These occur in different physiographic units such as hilly
region, hillocks, undulating to rolling lands, gently sloping pediments and valleys. The influence of
parent material is realized in the undulating plain areas where vegetation is of scrub type (NBSS &
LUP., 2013). The main soil types observed in the study area are red soil, red sandy soil, black soil,
mixed soil and silty clay soil (Azadhe and Basavarajappa., 2009).
Red soils are observed in the western taluks derived from granites, laterites & schists. They
are shallow to medium in depth and suitable for growing of coffee, cardamom, areca, paddy and
sugarcane crops. Red sandy soils are noticed in eastern taluks derived from granite, gneisses and
schists. These are shallow, loamy to sandy loamy in texture and are intermixed with coarse gravel,
pebbles showing well drained but poor in moisture retaining capacity. Suitable for growing of crops
International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print),
ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME
130
such as paddy, sugarcane, coconut, potato, vegetables ragi, millets, groundnuts and cotton under rain
fed conditions. Black soils are mainly observed in parts of Arsikere taluk and in other parts showing
quite fertile type in nature. These are commonly found in upland, plains, valley and sloping areas
with less than one meter depth due to more degree of erosion. Mixed soils are found to be the
combination of black soils associated with red soils which are originated from gneissic schists and
mafic dyke rocks. Clay soil are deep to moderate deep, well drained which are observed in hills,
ridges, undulating lands and Western ghats of the study area (NBSS & LUP., 2013).
Fig.8. Modified Soil texture map of the study area (after NBSS & LUP., 2013)
The map depicts seven types of soil textures such as Sandy clayey loamy, Sandy loamy, Fine
loamy, Clay skeletal, Sandy loamy, Loamy skeletal and Gravelly clayey loamy textures (NBSS &
LUP., 2013) (Fig.8). These help in proper identification of drainage properties for water
developmental strategic programmes.
Fine loamy texture shows very deep, well drained, dark brown to yellowish red and
associated with clay loam texture observed in moderately to steeply sloping hills. Clayey skeletal
texture of the soil shows very deep, well drained, red to dark red in color and associated with
gravelly clay texture noticed at foot hills and valleys. Loamy skeletal texture shows deep, well
drained, brown to dark brown and associated with gravelly clay loamy texture at hillocks of the
study area (NBSS & LUP., 2013).
8. SLOPE
Slope is an essential aspect for surface water flow and infiltration possibilities. Gentle slopes
encourage more recharge than a steep slope. Slope aspect information has been derived from SoI
toposheet of 1:50,000 scale (20m contour interval) and updated on Landsat-7 image using surface
International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print),
ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME
131
tools of ArcGIS v10 (Gurugnanam., 2014). Higher degree of slope results in rapid runoff and
increased erosion rate occur with feeble recharge potential (Magesh et al., 2011; Basavarajappa et
al., 2013b). Plain lands are noticed in eastern parts covering Arsikere, Channarayapatna,
Holenarsipur, Hassan, Arkalgud and parts of Alur and Belur. Moderate to high sloping, undulating
terrain are noticed towards the western parts of the covering Sakleshpur taluk and parts of Alur &
Belur taluks (CGWB., 2013) (Fig.9).
Fig.9. Slope map of the study area
Table.2. Assigned Weightages for Groundwater prospects of the study area
Weightage 1 2 3 4
Climate (annual rainfall
in mm)
2250 1700-1000 1000-700 700
Topography (slope %) 1-3 3-5 5-10 10-15
Physiography Steep sloping hills
Undulating to rolling
pediments
Gently sloping
pediments
Valleys
Drainage texture Poorly drained Moderately drained Well drained
Excessively
drained
Soil texture
Loam, silt, sandy,
clay loam
Clay loam, silty clay
loam
Loamy and silty clay
loam
Sand, fine clay
Soil depth (cm)
20 - 60
Shallow
61-100
(Moderately deep)
101-140
(Deep)
141 - 180
(Very deep)
Water level from ground
surface (mts)
235 – 181
(Hassan)
180 – 131
130 – 81
(Channarayapatna,
Arsikere,
Holenarsipura)
80 – 31
(Arkalgud, Belur,
Alur, Sakleshpur)
Source: CGWB; NBSS & LUP; Zilla Panchayat, Hassan
International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print),
ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME
132
9. INTEGRATION
The different thematic layers which are derived from satellite & collateral data are integrated
using GIS analysis to assess groundwater prospect zones more precisely (Basavarajappa et al., 2012;
Inayathulla et al., 2013) (Fig.10). Groundwater potential zones are controlled by various factors and
providing certain weightages of each factor is helpful in deriving the final thematic map providing an
opportunity for target identification.
Fig.10. Integration map of the study area
Fig.11. Groundwater potential zone map of the study area
International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print),
ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME
133
The thematic maps are assigned a weightage grades and ranking from 1 to 4, with the value
of 1 representing the poor and 4 representing the very good groundwater prospects zones
(Basavarajappa et al., 2013b) (Fig.11). Groundwater occurs under phreatic condition in weathered &
fractured zone of gneiss, granite, schist and under semi-confined to confined conditions in joints and
fractures of these formations at deeper level. About 50% of the study area is under cultivation and
10% is by forest cover. The depth of weathered zone (shallow aquifer) ranges from less than 10m to
42 m and depth of groundwater ranges from 31 to 235 m. Alluvial formation of limited thickness and
aerial extent is found along the courses of major rivers. Weathered and fractured gneiss is the
predominant aquifer found in the district followed by schistose and granitic aquifers, which occur as
isolated patches (CGWB, 2013).
10. CONCLUSION
A major part of the study area is covered by gneiss acting as the most predominant aquifer.
Very good and good prospect zones are noticed adjacent to the major rivers, streams, major
lineament occupying areas; moderate prospect zones occupies the pediplains, whereas poor prospect
zones occupies barren rocky of Arsikere granite and in southern part of Arkalgud taluk. Artificial
recharge structures such as check dams, percolation tanks, increasing rain water percolation,
increasing the area irrigated, reducing soil erosion, increasing soil fertility, conserving biodiversity
and reclaiming degraded crop should be implemented on extensive scale, especially in over-
exploited areas. Constructions of suitable artificial recharge measures on different terrains to store
the run-off water in rainy season to avoid soil erosion and flood control. Geological characteristics,
lithology, drainage, lineaments, slope shows good relationship and direct influence on groundwater
conditions in the study area. Most of the lineaments show their presence in valley regions and acting
as pathways for groundwater movements. Geomatics application provides large databank
information in solving complex research, planning, management issues and to provide alternative
solutions in future planning, decisions & its benefits.
ACKNOWLEDGMENT
The Authors are indepthly acknowledged to Prof. G.S.Gopalkrishna, Chairman, DoS in Earth
Science, CAS in Precambrian Geology, University of Mysore, Mysore-06; CGWB, Bangalore;
NBSS & LUP, Maharashtra; Zilla Panchayat, Hassan and USGS, Earth Explorer for Satellite images
acquisition.
REFERENCE
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SPATIAL DATA INTEGRATION AND MAPPING OF GROUNDWATER POTENTIAL ZONES ON PRECAMBRIAN TERRAIN OF HASSAN DISTRICT, KARNATAKA, INDIA USING GEOMATICS APPLICATION

  • 1. International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print), ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME 123 SPATIAL DATA INTEGRATION AND MAPPING OF GROUNDWATER POTENTIAL ZONES ON PRECAMBRIAN TERRAIN OF HASSAN DISTRICT, KARNATAKA, INDIA USING GEOMATICS APPLICATION Basavarajappa H.T1 , Manjunatha M.C1, Basavaraj Hutti2 1 Department of Studies in Earth Science, Centre for Advanced Studies in Precambrian Geology, University of Mysore, Manasagangothri, Mysore-570006, India 2 Geoscience Domain Expert, L&T IES, SEZ-02, Industrial Area, Hootagalli, Mysuru-570018, India ABSTRACT Water is the main source of human’s daily life and being used in various fields. Mapping and integration of lithology, drainage, lineament, soil, slope and other related features are useful in assessing the groundwater resources of a larger area. Thematic maps have prepared through Visual Image Interpretation Techniques (VIIT) and integrated by using GIS software’s. The present aim is to apply the Geomatics tools to demark the groundwater potential zones of the study area. Efforts have been made to evaluate the groundwater potential zones by assessing the weightage for different thematic layers based on collateral data and digitization. Various litho units such as granites, gneisses, schists and quartzites are encountered during field survey. Soil and lineament form the basic geological structures which are easily identifiable in the Landsat-7 satellite imagery and helps in understanding the nature of lithology in delineation of groundwater prospect zones. Slope map is prepared by using Survey of India (SoI) toposheets of 1:50,000 scale. The final result highlights the favorable conditions of groundwater potential zones in Precambrian terrain of the study area which is a suitable model in similar geological conditions. Keywords: Groundwater prospect zones; Precambrian Terrain; Hassan; Geomatics. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING AND TECHNOLOGY (IJCIET) ISSN 0976 – 6308 (Print) ISSN 0976 – 6316(Online) Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME: www.iaeme.com/Ijciet.asp Journal Impact Factor (2015): 9.1215 (Calculated by GISI) www.jifactor.com IJCIET ©IAEME
  • 2. International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print), ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME 124 1. INTRODUCTION Hassan is one of the 27th districts in Karnataka State predominantly depending on agriculture. The study area show a low, narrow, alluvial plain, the sudden rise of Western Ghats to a slight drop to the Deccan plateau, a long gradual dip to the Eastern alluvial plain ending (NBSS & LUP., 2013). Geographically, the district is divided into three regions based on the topography, climate and rainfall representing the Maidan (plains), Semi Malnad and Malnad regions. Southern Malnad is a forest hilly region which receives heavy rainfall due to the effects of Western Ghats and altitude. Malnad and Maiden are the two distinct erosional features noticed during the Ground Truth Check (GTC). Malnad is observed as high hilly southern region covered with forest, hillocks on the plain region and undulating to rolling semi-malnad areas; while Maiden is observed as gently sloping pediments in southern parts, river valleys and tank command areas (CGWB, 2013). The western parts of the district receive heavy rainfall which decreases significantly in the eastern part. The groundwater table rises as the monsoon season proceeds. Groundwater targeting is very difficult task due to their typical hydrological properties of unconfined and fractured aquifer conditions (Basavarajappa et al., 2013a). It is possible to identify the groundwater potential zones by observing the terrain features like geological structures, geomorphic units and hydrologic characteristics through both high resolution satellite images & field studies (Lokesha, et al., 2005) along with GIS analysis (Rokade et al., 2007). Adaptation of recent methods & techniques for development strategies in maintaining a high quality of GRI database (Groundwater Resources Information) and its management at district level are very much necessary for future benefits, groundwater sustainability. Mapping of the paleo-channels using satellite data provide additional information regarding water bearing zones like old river courses, fractures and valley fills (Basavarajappa et al., 2014a). 2. STUDY AREA It is located in between 120 13' and 130 33' N latitude and 750 33' and 760 38' E longitude with an aerial extent of 6,845 Km2 (Fig.1). It includes 8 taluks namely Alur, Arkalgud, Arasikere, Belur, Channarayapatna, Hassan, Holenarsipur and Sakleshpur with general ground elevation of 943 m above MSL (NBSS & LUP., 2013). Climate measures equitably throughout the study area except for Sakleshpur taluk due to the approach of Western Ghats. Average annual rainfall recorded is 1041mm during the year 2013 (Fig.2). Temperature ranges from 17 to 280 C with mean average of 23.30 C. April is generally the hottest month and December the coldest. The principal crops noticed are Rice, Ragi, Jowar, Paddy, Maize, Oil seeds, Cereals, Sorghum, Coconut, Coffee, Cotton, Groundnut, Sugarcane, Cocoon, Pulses, Chillies, Cardamom etc. Major horticultural crops grown are fruits: Banana, Mango, Sapota, Lemon, Guava; Vegetables: Potato, Green Chillies, Tomato, Cabbage, French beans; Plantation crops: Arecanut, Cashew; Spices: Ginger, Cardamom, Pepper and Turmeric (CGWB, 2013).
  • 3. International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print), ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME 125 Fig.1. Location map of the study area Table.1. Season-wise Average Rainfall of the study area (2001-2010) (Fig.2) Sl No Taluk Pre-monsoon Monsoon Post-monsoon Annual 1. Alur 214 688 199 1093 2. Arkalgud 179 550 232 961 3. Arasikere 182 360 228 770 4. Belur 227 536 251 1013 5. Channarayapatna 202 338 195 735 6. Hassan 223 556 226 1004 7. Holenarsipur 169 357 199 725 8. Sakleshpur 230 1791 276 2297 Fig.2. Season-wise average rainfall of the study area (2001-2010)
  • 4. International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print), ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME 126 3. METHODS & MATERIALS a. Topomaps: 48 O/12, 15, 16; 48 P/9, 10, 13, 14; 57 C/2, 3, 4, 6, 7, 8, 12; 57 D/1, 2, 5, 6, 9 of Suvery of India (SoI) toposheets of 1:50,000 scale; Survey of India, Bangalore. b. Thematic maps: Lithology, Drainage, Lineament, Soil, Slope and final thematic map. c. Satellite Image: Landsat-7 (Band: 7, 5, 4) of 30m Resolution (April & May-2003) (Fig.3); ASTER GDEM of 30m Resolution (Oct-2011). d. GIS Software’s: Erdas Imagine v2013, ArcGIS v10 and PCI Geomatics v10. e. GPS analysis: Garmin-12 is used during field visits. Fig.3. Landsat-7 Satellite Image of the study area 4. LITHOLOGY Geology of the study area is quite simple comprising 80% of aerial extent by Peninsular gneisses (PGC). The younger granite occurs as isolated patches and domes. These rocks are classified as crystalline formations from groundwater point of view. The fracture/ fissure system developed along with joints and faults traversing the rocks facilitate groundwater circulation and hold moderate quantity of water. The volcano-sedimentary sequence consisting of conglomerate, orthoquartzite, quartz-chlorite schist, pelitic schists, iron formations and metavolcanics are noticed
  • 5. International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print), ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME 127 (Ramakrishna and Vaidhyanadhan., 2008). The schistose rocks are poor aquifers and yield very less quantity of water of poorer quality. The joint pattern controls movement of water in the metavolcanic rocks and normally yields better quality water. The prominent schistose rocks noticed in the study area are belonging to Holenarsipura schist belt which is most important belt for mineralization in Karnataka, Dharwar Craton. Groundwater in general occurs in the water table conditions in the weathered and also under semi-confined conditions in the deeper fractures. The major rock formations encountered are granites, gneisses, schist and quartzite (Fig.4). Low ranges of granitic hills are noticed in all taluks except Sakaleshpur. Fig.4. Modified Lithology map of the study area (after NBSS & LUP., 2013) 5. DRAINAGE The study area forms the part of Western Ghats and Malnad region representing mountains and thick forest regions. Drainage patterns are the design formed by the aggregate of drainage ways in an area regardless of whether they are occupied by permanent streams (Howard, 1967) reflecting the surface and subsurface conditions. Drainage and tanks are digitized using SoI topographical maps and updated on ASTER GDEM satellite data (30m Resolution) (Ahmed et al., 2010). Major part of the district lies within the Cauvery river basin, followed by Nethravathi and Krishna river basins. The perennial prominent rivers such as Cauvery, Hemavathi and Yagachi drain the major parts of the study area providing surface water (11%) and groundwater (9%) sources for agricultural activities (CGWB., 2013) (Fig.5).
  • 6. International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print), ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME 128 Fig.5. Drainage map of the study area 6. LINEAMENT Lineaments and fractures play a vital role in controlling the movement and storage of groundwater in hard rock terrain (Subash Chandra et al, 2010; Basavarajappa et al., 2014a; 2014b). Fig.6. Lineament map of the study area
  • 7. International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print), ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME 129 Lineaments are often apparent in geological and topographic maps that can appear obvious on aerial or satellite images (Basavarajappa et al., 2012; Dinakar et al., 2008; Kiran Raj et al., 2014). Major lineaments are derived manually by Visual Image Interpretation technique and minor lineaments by Digital Image Processing on Landsat -7 satellite image using the Hydrology tool of PCI Geomatic v10 (Fig.7). Many major lineaments are trending towards NW to SE, NNW to SSE and N100 E to S100 W. Most of the fine textured lineaments are noticed in the hilly terrains and valleys of Western ghats (Fig.6). Fig.7. Lineaments overlaid on Landsat 7 satellite image 7. SOIL Soils are essential units in controlling the infiltration of rainwater and surface flow patterns (Basavarajappa et al., 2013b). The soils display a wide diversity and are quite fertile and majority of the study area is covered by red soil. These occur in different physiographic units such as hilly region, hillocks, undulating to rolling lands, gently sloping pediments and valleys. The influence of parent material is realized in the undulating plain areas where vegetation is of scrub type (NBSS & LUP., 2013). The main soil types observed in the study area are red soil, red sandy soil, black soil, mixed soil and silty clay soil (Azadhe and Basavarajappa., 2009). Red soils are observed in the western taluks derived from granites, laterites & schists. They are shallow to medium in depth and suitable for growing of coffee, cardamom, areca, paddy and sugarcane crops. Red sandy soils are noticed in eastern taluks derived from granite, gneisses and schists. These are shallow, loamy to sandy loamy in texture and are intermixed with coarse gravel, pebbles showing well drained but poor in moisture retaining capacity. Suitable for growing of crops
  • 8. International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print), ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME 130 such as paddy, sugarcane, coconut, potato, vegetables ragi, millets, groundnuts and cotton under rain fed conditions. Black soils are mainly observed in parts of Arsikere taluk and in other parts showing quite fertile type in nature. These are commonly found in upland, plains, valley and sloping areas with less than one meter depth due to more degree of erosion. Mixed soils are found to be the combination of black soils associated with red soils which are originated from gneissic schists and mafic dyke rocks. Clay soil are deep to moderate deep, well drained which are observed in hills, ridges, undulating lands and Western ghats of the study area (NBSS & LUP., 2013). Fig.8. Modified Soil texture map of the study area (after NBSS & LUP., 2013) The map depicts seven types of soil textures such as Sandy clayey loamy, Sandy loamy, Fine loamy, Clay skeletal, Sandy loamy, Loamy skeletal and Gravelly clayey loamy textures (NBSS & LUP., 2013) (Fig.8). These help in proper identification of drainage properties for water developmental strategic programmes. Fine loamy texture shows very deep, well drained, dark brown to yellowish red and associated with clay loam texture observed in moderately to steeply sloping hills. Clayey skeletal texture of the soil shows very deep, well drained, red to dark red in color and associated with gravelly clay texture noticed at foot hills and valleys. Loamy skeletal texture shows deep, well drained, brown to dark brown and associated with gravelly clay loamy texture at hillocks of the study area (NBSS & LUP., 2013). 8. SLOPE Slope is an essential aspect for surface water flow and infiltration possibilities. Gentle slopes encourage more recharge than a steep slope. Slope aspect information has been derived from SoI toposheet of 1:50,000 scale (20m contour interval) and updated on Landsat-7 image using surface
  • 9. International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print), ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME 131 tools of ArcGIS v10 (Gurugnanam., 2014). Higher degree of slope results in rapid runoff and increased erosion rate occur with feeble recharge potential (Magesh et al., 2011; Basavarajappa et al., 2013b). Plain lands are noticed in eastern parts covering Arsikere, Channarayapatna, Holenarsipur, Hassan, Arkalgud and parts of Alur and Belur. Moderate to high sloping, undulating terrain are noticed towards the western parts of the covering Sakleshpur taluk and parts of Alur & Belur taluks (CGWB., 2013) (Fig.9). Fig.9. Slope map of the study area Table.2. Assigned Weightages for Groundwater prospects of the study area Weightage 1 2 3 4 Climate (annual rainfall in mm) 2250 1700-1000 1000-700 700 Topography (slope %) 1-3 3-5 5-10 10-15 Physiography Steep sloping hills Undulating to rolling pediments Gently sloping pediments Valleys Drainage texture Poorly drained Moderately drained Well drained Excessively drained Soil texture Loam, silt, sandy, clay loam Clay loam, silty clay loam Loamy and silty clay loam Sand, fine clay Soil depth (cm) 20 - 60 Shallow 61-100 (Moderately deep) 101-140 (Deep) 141 - 180 (Very deep) Water level from ground surface (mts) 235 – 181 (Hassan) 180 – 131 130 – 81 (Channarayapatna, Arsikere, Holenarsipura) 80 – 31 (Arkalgud, Belur, Alur, Sakleshpur) Source: CGWB; NBSS & LUP; Zilla Panchayat, Hassan
  • 10. International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print), ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME 132 9. INTEGRATION The different thematic layers which are derived from satellite & collateral data are integrated using GIS analysis to assess groundwater prospect zones more precisely (Basavarajappa et al., 2012; Inayathulla et al., 2013) (Fig.10). Groundwater potential zones are controlled by various factors and providing certain weightages of each factor is helpful in deriving the final thematic map providing an opportunity for target identification. Fig.10. Integration map of the study area Fig.11. Groundwater potential zone map of the study area
  • 11. International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print), ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME 133 The thematic maps are assigned a weightage grades and ranking from 1 to 4, with the value of 1 representing the poor and 4 representing the very good groundwater prospects zones (Basavarajappa et al., 2013b) (Fig.11). Groundwater occurs under phreatic condition in weathered & fractured zone of gneiss, granite, schist and under semi-confined to confined conditions in joints and fractures of these formations at deeper level. About 50% of the study area is under cultivation and 10% is by forest cover. The depth of weathered zone (shallow aquifer) ranges from less than 10m to 42 m and depth of groundwater ranges from 31 to 235 m. Alluvial formation of limited thickness and aerial extent is found along the courses of major rivers. Weathered and fractured gneiss is the predominant aquifer found in the district followed by schistose and granitic aquifers, which occur as isolated patches (CGWB, 2013). 10. CONCLUSION A major part of the study area is covered by gneiss acting as the most predominant aquifer. Very good and good prospect zones are noticed adjacent to the major rivers, streams, major lineament occupying areas; moderate prospect zones occupies the pediplains, whereas poor prospect zones occupies barren rocky of Arsikere granite and in southern part of Arkalgud taluk. Artificial recharge structures such as check dams, percolation tanks, increasing rain water percolation, increasing the area irrigated, reducing soil erosion, increasing soil fertility, conserving biodiversity and reclaiming degraded crop should be implemented on extensive scale, especially in over- exploited areas. Constructions of suitable artificial recharge measures on different terrains to store the run-off water in rainy season to avoid soil erosion and flood control. Geological characteristics, lithology, drainage, lineaments, slope shows good relationship and direct influence on groundwater conditions in the study area. Most of the lineaments show their presence in valley regions and acting as pathways for groundwater movements. Geomatics application provides large databank information in solving complex research, planning, management issues and to provide alternative solutions in future planning, decisions & its benefits. ACKNOWLEDGMENT The Authors are indepthly acknowledged to Prof. G.S.Gopalkrishna, Chairman, DoS in Earth Science, CAS in Precambrian Geology, University of Mysore, Mysore-06; CGWB, Bangalore; NBSS & LUP, Maharashtra; Zilla Panchayat, Hassan and USGS, Earth Explorer for Satellite images acquisition. REFERENCE 1. Azadhe T. Hejabhi and Basavarajappa H.T (2009). Heavy metal contaminations of Soils and Vegetation in the Nagarthalli, Mysore district, Karnataka, India., Journal of Environmental Geochemistry, Vol.12, No.1 & 2, Pp: 1-4. 2. Basavarajappa H.T, Pushpavathi K.N, Manjunatha M.C, Satish M.V, Dinakar S and Balasubramanian A., (2012). Mapping and Integration of Geology, Geomorphological Landforms of Yelandur taluk, Chamarajanagar district, Karnataka, India using Remote Sensing and GIS, Environmental Geochemistry., Vol.15, No.2, Pp: 37-41. 3. Basavarajappa H.T, Parviz Tazdari and Manjunatha M.C (2013a). Integration of Soil and Lineament on Suitable Landfill Sites Selection and Environmental Appraisal around Mysore city, Karnataka, India using Remote Sensing and GIS, International Journal of Civil Engineering and Technology (IJCIET), Vol:4, Issue:6, Pp: 177-185. 4. Basavarajappa H.T, Dinakar S, Satish M.V, Nagesh D, Balasubramanian A and Manjunatha M.C (2013b). Delineation of Groundwater Potential Zones in Hard Rock Terrain of Kollegal Shear Zone
  • 12. International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 – 6308 (Print), ISSN 0976 – 6316(Online), Volume 6, Issue 5, May (2015), pp. 123-134 © IAEME 134 (KSZ), South India, using Remote Sensing and GIS; International Journal of Earth Sciences and Engineering (IJEE), Vol.6, No.5(1), Oct, Pp: 1185-1194. 5. Basavarajappa H.T, Manjunatha M.C and Jeevan L (2014a). Application of Geoinformatics on Delineation of Groundwater Potential Zones of Chitradurga district, Karnataka, India., International Journal of Computer Engineering and Technology (IJCIET), Vol.5, Issue.5, May, Pp: 94-108. 6. Basavarajappa H.T, Jeevan L and Manjunatha M.C (2014b). Delineation of Groundwater Potential Zones in Precambrian hard rock terrain of Tumakuru district, Karnataka, India using Geomatics application., International Journal of Civil Engineering and Technology (IJCIET), Vol.5, Issue.12, Dec, Pp: 305-315. 7. CGWB, (2013). Central Groundwater Board, Groundwater Information Booklet, Hassan district, Govt. of India, Ministry of Water Resources, South Western Region, Bangalore, Pp: 1-36. 8. Dinakar S, Basavarajappa H.T, Nagesh D, Satish M.V and Honnegowda H (2008). Mapping of groundwater potential zones through RS and GIS in Yelandur taluk, Remote Sensing and GIS Applications, University of Mysore, Edited Vol.01, No.1, Pp: 168-178. 9. Gurugnanam B (2014). Village level detailed Relief Map preparation using SRTM data and GIS in Kolli hill, Tamil nadu, India, International Journal of Scientific Research, Vol.3, Issue.9, Pp: 184-185. 10. Howard A D, (1967). Drainage analysis in geological interpretation: A summation. Amer. Assoc. Petrol. Geol. Bull., Vo.51, No.11, Pp: 2246-2259. 11. Inayathulla M, Nanjundi P, Mohan Kumar T M, Guru Swamy and Krishna., (2013). Identification of Groundwater Potential Zones in Hard rock terrain - A case study from parts of Malur taluk, Kolar district, using Remote Sensing and GIS techniques, Research and Reviews: Journal of Engineering and Technology, Vol.2, Issue.3, Pp: 117-122. 12. Kiran Raj S and Syed A Ahmed (2014). Lineament extraction from Southern Chitradurga Schist Belt using Landsat TM, ASTER GDEM and Geomatics techniques, International Journal of Computer Applications, Vol.93, No.12, Pp: 12-20. 13. Lokesha N, Gopalakrishna G.S, Honne Gowda H, Gupta A K (2005). Delineation of groundwater potential zones in hard rock terrain of Mysore district, Karnataka using IRS data and GIS techniques, Journal of Indian Society of Remote Sensing, Vo.33 (3), Pp: 405-412. 14. Magesh N.S, Chandrashekar N, Soundarnayagam J.P (2011). Morphometric evaluation of Papanasam and Manimuthar watersheds, parts of Western Ghats, Tirunelveli district, Tamil Nadu, India: a GIS approach, Environmental Earth Science, Vol.64, Pp: 373-381. 15. NBSS & LUP., (2013). National Bureau of Soil Survey & Land Use Planning, Soil Resources Based Land Use of Hassan District, Indian Council of Agricultural Research, Govt. of Maharashtra, India, Pp: 1-55. 16. Ramakrishna and Vaidhyanadhan, (2008). Geology of Karnataka, Geological Society of India, Bangalore. 17. Rokade VM, Kundal P, Joshi AK, (2007). Groundwater potential modeling through remote sensing and GIS: a case study from Rajura Taluka, Chandrapur District, Maharashtra. J Geo Soc Vol. 69, Pp: 943– 948. 18. Subash Chandra, Benoit Dewandel., Sushobhan Dutta, Shakeel Ahmed., (2010). Geophysical model of geological discontinuities in a granitic aquifer: Analyzing small scale variability of electrical resistivity for groundwater occurrences. Journal of Applied Geophysics, Vol.71, Pp: 137–148. 19. Syed A Ahmed, Chandrashekarappa K.N, Kiran raj S, Nischitha V and Kavitha G (2010). Evaluation of Morphometric Parameters Derived from ASTER and SRTM DEM – A study on Bandihole Sub Watershed basin in Karnataka, Journal - Indian Society of Remote Sensing, Pp: 207-218. 20. Basavarajappa H.T and Manjunatha M.C “Geoinformatic Techniques on Mapping and Reclamation of Wastelands In Chitradurga District, Karnataka, India” International Journal of Civil Engineering & Technology (IJCIET), Volume 5, Issue 7, 2014, pp. 99 - 110, ISSN Print: 0976 – 6308, ISSN Online: 0976 – 6316.. 21. Basavarajappa H.T, Manjunatha M.C and Jeevan L, “Sand Mining, Management and Its Environmental Impact In Cauvery And Kabini River Basins of Mysore District, Karnataka, India Using Geomatics Techniques” International Journal of Civil Engineering & Technology (IJCIET), Volume 5, Issue 9, 2014, pp. 169 - 180, ISSN Print: 0976 – 6308, ISSN Online: 0976 – 6316.