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“Study Of Tank Information System Of Chikkanayakanahalli Taluk, Tumkur
District Using Geospatial Technology”
Team Members:
1.B BHUVAN PATEL – 1DS20CV013
2.GANESH M -1DS20CV025
3.GOWTHAM A – 1DS20CV028
4.HARSHA S G - 1DS20CV031
Under the Guidance of:
Dr. NANDEESHA
Professor
Dept. of Civil Engineering
DAYANANDA SAGAR COLLEGE OF ENGINEERING
Department of Civil Engineering-2024
INTERNATIONAL CONFERENCE ON CLIMATE CHANGE AND
GEOSCIENCES
CONTENT :
Introduction
Study area map
Objectives
Methodology
Results and Discussions
Conclusions
Challenges & Factors
References
INTRODUCTION
• Tanks have been the lifetime of the rural settlement because they are the traditional source of drinking water
and irrigation in the areas, which depends on monsoon rains for their needs.
• The present study of Chikkanayakanahalli taluk in Tumkur district Karnataka state, the total area of
Chikkanayakanahalli taluk is 1128 sqkm comes within five SOI toposheet, numbers are 57 C/6, 57 C/7, 57
C/10, 57 C/11 and 57 C/15 (scale 1:50000). It has an average elevation of 804 meters .
• The rainwater and the seasonal runoff streams and rivers during monsoon period are stored in the tanks and
this utilized for drinking and irrigation purposes in the later part of the year.
• The major uses of tanks are listed below. Increase in the irrigation facility leading to better crop yield,
recharge of groundwater, which will bring up water table near to the surface. This will benefit water supply
for domestic purpose and irrigation for crops and orchards during post monsoon months.
• Tanks could also be used profitably for aquaculture purpose, water for livestock, animal husbandry activities,
and prevention of flooding and damage to crops during periods of heavy rains in monsoon by storage of
excess water.
• Silt extracted by tanks bed is economically used as manure for agriculture fields and recreation uses like
boating and water sports and developing surrounding area into a park. Tanks have the ability to control
microclimatic condition of their surroundings.
STUDY AREA
Map No.1: Location Map of Study Area
STUDY AREA
• The study area of Chikkanayakanahalli taluk is located in the southern part of Tumkur district, Karnataka
state, the taluk covers an area of 1128 Sqkm.
• Chikkanayakanahalli taluk can be divided into physiographic zones - hilly regions, undulating highlands, and
gently sloping pediplains. CNHalli does not have any perennial river flowing through it. The two major
streams -Torehalla and Karetore join to form the river Suvarnamukhi, which flows through the state forest in
the North-East of the taluk. Torehalli River irrigates the area.
• The area is bounded by the latitude North 13 degree 18 minutes to 13 degree 45 minutes and the longitude
East 76 degree 22 minutes to 76 degree 45 minutes of SOI toposheets shown in Map No.1.
• Chikkanayakanahalli (CNHalli) Taluk, Tumkur District, Karnataka area gets an average annual rainfall of
400-450mm.Madalingana Kanive(Mountain Pass) is the only mountain pass located in Chikkanayakanahalli
Taluk, Tumkur District.
• A major part of this taluk is occupied by red sandy soil, red loamy soil along the eastern part. Very small part
in NW part of Chikkanayakanahalli taluk is occupied by mixed red and black soils. Red sandy soils are
suitable for the growth of ragi, jowar, millets and oil seeds under rain fed conditions.
• Chikkanayakanhalli is a Taluk in Tumkur District of Karnataka State, India. Chiknayakanhalli Taluk Head
Quarters is Chikkanayakanhalli town . It belongs to Bangalore Division. Tiptur City , Arasikere City , Sira
City , Tumkur City are the nearby Cities to Chiknayakanhalli.
• Chikkanayakanhalli consist of 392 Villages and 29 Panchayats . Harogondanahalli is the smallest Village and
Huliyar is the biggest Village . It is in the 804 m elevation(altitude)
OBJECTIVES
• Tanks information system is helpful to know tank capacity, recharge rate, to know the necessary improvement techniques
and to assess the impact of climate change, land use change, human activities on the tank ecosystem and water
availability.
• To plan and implement appropriate interventions for tank restoration, conservation, and development.
• The objective of the present study is to develop a GIS based Agricultural management of tank irrigation information
system to facilitate the planning, operation and management of tank system and to monitor and manage the water
resources in tanks efficiently and effectively.
• GIS based information system is capable of generating outputs in the form of maps, tables and graphs that will help the
irrigation engineers, agriculturalists, farmers and Government officials to monitor the performance of the tank at any
place and time to take necessary steps to manage the resources effectively.
• This information can be recorded and stored as different layers in GIS in the form of spatial and non-spatial data. GIS
has the capability of integrating and analyzing spatial, non-spatial and multi-layered information available in different
formats in framing various strategies for agricultural management for socio-economic development.
• By using software like ERDAS Imagine 10.1 and Arc Pro GIS software the tanks are digitized and change deduction has
been done using recent digital satellite data to compare the present status of the tank. The tank information system is
further help full to know about tank quantity, quality, rate of recharge and improvement techniques.
• Assessment of physicochemical and biological water quality of tanks.
METHODOLOGY
Fig 1 ERDAS Imagine Methodology Chart Fig 2 Arc GIS Methodology Chart
METHODOLOGY
• In the present study, the maps showing tank details have been prepared from digital data of Resourcesat,
Landsat and Castosat of LISS III and SOI Topomaps. These satellite image and Toposheets have been
geo-referenced using ERDAS Imagine professional and Arc GIS pro software.
• The tanks have been delineated using SOI Toposheets on 1:50,000 scale. Field work has been carried out
and the tanks areas are considered for the analyses are summarized in detail in table no 1. Arc GIS
software and ERDAS Imgine have been used for digitization and computational purpose and also for the
output generation is shown in Fig No.1 & 2. The extraction and processing of Remote Sensing data is
shown in Fig No.3.
Fig No.3: Remote Sensing Data Extraction Flow Chart
RESULTS AND DISCUSSIONS
• The tank information system is analysed by the Arc GIS Pro and ERDAS Professional Software and
compiled the results by above methodology as shown in Table No.1 of Survey of India Toposheet data
of the year 2010.
TABLE No.1: Categorization of Tanks as per SOI Toposheet data
• Out of the 247 tanks the 77.77% of the tanks categorized under the minor tanks, 16.59% of tanks
categorized under the small tanks, 4.59% of tanks are medium tanks, remaining 1.21% of tanks as large and
very large tanks.
• The digitization of tanks is show in Map No.2. Borana Kanive place is between two mountains, water
which comes from Suvarna Mukhi river, is the source for this dam. Borana Kanive Dam is an Gravity and
Masonry Dam.
• The maximum height is 39 feet and total storage capacity is 2.42 tmc. Dam receives water from
overflowing water of 375 lakes from Tiptur and Chikkanayakanahalli taluk.
• Borana Kanive Dam was built during the rule of Mysore Maharaja Sri Chamarajendra Wadiyar X by
Col.Michanil in the year 1888-1892. Borana Kanive Dam is an oldest dam compared to Marikanive Dam
and KRS Dam. It’s total area is 3204.23 acres and it is the largest tank in Chikkanayakanahalli taluk.
• Torehalla and Karetore tanks are some of the major tanks of this taluk and also there are many more tanks
are situated in Chikkanayakanahalli taluk ,we need to develop the tanks data base of all 247 tanks.. The
entire tank information system is shown in the Map No.2.
Map No.2: Tanks Of Chikkanayakanahalli Taluk as per SOI Toposheet data
• The tank information system is analysed by the Arc GIS Pro and ERDAS Professional Software and
compiled the results by above methodology as shown in Table No.2 of Remote Sensing data of the year
2023 from the Landsat satellite data.
Table No.2: Categorization of Tanks as per Remote Sensing data
• Out of the 334 tanks the 85.32% of the tanks categorized under the minor tanks, 10.77% of tanks
categorized under the small tanks, 2.39% of tanks are medium tanks, remaining 1.49% of tanks as large
and very large tanks.
• The digitization of tanks is show in Map No.3. It’s total area 3128.88 acres as per 2023 remote sensing
data and it is the largest tank in Chikkanayakanahalli taluk. Torehalla and Karetore tanks are some of the
major tanks of this taluk and also there are many more tanks are situated in Chikkanayakanahalli taluk, we
need to develop the tanks data base to all 334 tanks.
• As per 2023 remote sensing Data 285 tanks are less than 40 acres of area where as 36 tanks have an area
between 40 to 150 acres, 8 tanks have an area of between 150 to 250 acres, 4 tanks have an area between
250 to 500 acres and one tank has an area greater than 500 acres.
• The entire tank information system is shown in the Map No.3.
Map No.3: Tanks of Chikkanayakanahalli Taluk as per Remote Sensing data
CHANGE DETECTION USING REMOTE SENSING DATA
• Change in tank area detection based on RS images is conducive to the acquisition of land use and
tank development information.
• In this paper, confronting the challenges brought by the multi-source RS images and multi-
objective application scenarios. Total area of Chikkanayakanahalli taluk has an total area of
2,78,734.9 acres out of which 11,307.04 acres is covered by tanks that is 4.05% of total area as per
2010 SOI toposheet record. On comparison of toposheet data with recent remote sensing data of
present year change in tank area as shown in Table No.3.
TANK CAPACITY DATA OF MINOR IRRIGATION TANKS
• As per Minor Irrigation Department data there are 37 tanks which fall under minor irrigation department
whose area lies between 40 to 2000 hectares and their water storage capacity is noted in the below Table
No.4.
Table No.4: Tank Capacity Data Of Minor Irrigation Tanks
CONCLUSIONS
• According to the digitized tank measurement of SOI Toposheet data all 247 tanks, classified as minor,
small, medium, large, very large tanks based on their water spread area. From Arc GIS Pro software
environment can be quickly analyze data easy and predications will made for the further development.
• The above information is to meet a demand of groundwater scarcity to improves surface water resources,
the rainfall in the taluk is annually is average 400-450 mm but we need to improve the tanks for the
surface water conservation, if surface water conservation is takes place the automatically groundwater
recharge will improves the groundwater level is increases considerably, with this to serve the future
water scarcity problem for the further generation.
• From the calculated catchment area and water spread area, amount of water inflow runoff into the tank is
calculated and also further percolation and evaporation losses to be calculated and also water budget
equation is calculated to entire taluk.
• This data can also make use of Groundwater Estimation Committee.
CHALLENGES & FACTORS
1. Reduction in catchment area
2. Lake encroachment
3. Irregular rainfall
4. Improper utilisation of water
5. Accumulation of silt
6. Utilisation of water during summer season
REFERENCES
1. Bhaskar Reddy Pulsani in (2023) tank information system (tis): a case study in migrating web mapping application from
flex to dojo for arcgis server and then to open source. a web mapping application using Flex and ArcGIS server was
developed.
2. Pandu Narayana & Varija Kumble (2023) Assessment of rainfall interception, soil moisture dynamics and seasonal
headwaters in a micro-catchment of Western ghats, Water Science, 37:1, 169-178, Assessment of rainfall interception,
soil moisture dynamics and seasonal headwaters in a micro catchment of Western ghats.
3. Christophe Lienert, Rolf Weingartner & Lorenz Hurni (2011) An interactive, web-based, real-time hydrological map
information system, Hydrological Sciences Journal, 56:1, 1-16,.
4. Mariusz Paweł Barszcz (2019) Quantitative rainfall analysis and flow simulation for an urban catchment using input
from a weather radar, Geomatics, Natural Hazards and Risk, Quantitative rainfall analysis and flow simulation for an
urban catchment using input from a weather radar.
5. K Umakhanthan & James E Ball (2005) Rainfall models for catchment simulation, Australasian Journal of Water
Resources. A catchment modelling system for simulation of both the quantity and quality of stormwater runoff can be
considered to consist of four conceptual components, which are generation, collection, transport and disposal.
6. Gleason, C.J., Hamdan, A.N., 2017. Crossing the (watershed) divide: Satellite data and the changing politics of
international river basins. Geogr. J.183(1), 2e15.
7. Hossain, F., Siddique-E-Akbor, A.H., Mazumder, L.C., ShahNewaz, S.M.,Biancamaria, S., Lee, H., Shum, C.K., 2014.
Proof of concept of an altimeter-based river forecasting system for transboundary flow inside Bangladesh. IEEE Journal
of Selected Topics in Applied Earth Observations and Remote Sensing 7(2), 587e601.
8. Jiang, L., Nielsen, K., Andersen, O.B., Bauer-Gottwein, P., 2017. Monitoring recent lake level variations on the Tibetan
Plateau using CryoSat-2 SARIn mode data. J. Hydrol. 544, 109e124.
REFERENCES
9. Jiang, L., Nielsen, K., Dinardo, S., Andersen, O.B., Bauer-Gottwein, P., 2020.Evaluation of Sentinel- 3 SRAL SAR
altimetry over Chinese rivers. Rem.Sens. Environ. 237, 111546.
10. Kleinherenbrink, M., Lindenbergh, R.C., Ditmar, P.G., 2015. Monitoring of lake level changes on the Tibetan Plateau and
Tian Shan by retracking Cryosat SARIn waveforms. J. Hydrol. 521, 119e131.
11. Kouraev, A.V., Zakharova, E.A., Samain, O., Mognard, N.M., Cazenave, A., 2004. Ob’river discharge from
TOPEX/Poseidon satellite altimetry(1992e2002). Rem. Sens. Environ. 93(1e2), 238e245.
12. Gleason, C.J., Hamdan, A.N., 2017. Crossing the (watershed) divide: Satellite data and the changing politics of
international river basins. Geogr. J.183(1), 2e15.
13. Hossain, F., Siddique-E-Akbor, A.H., Mazumder, L.C., ShahNewaz, S.M.,Biancamaria, S., Lee, H., Shum, C.K., 2014.
Proof of concept of an altimeter-based river forecasting system for transboundary flow inside Bangladesh. IEEE Journal
of Selected Topics in Applied Earth Observations and Remote Sensing 7(2), 587e601.
14. Jiang, L., Nielsen, K., Andersen, O.B., Bauer-Gottwein, P., 2017. Monitoring recent lake level variations on the Tibetan
Plateau using CryoSat-2 SARIn mode data. J. Hydrol. 544, 109e124.
15. Jiang, L., Nielsen, K., Dinardo, S., Andersen, O.B., Bauer-Gottwein, P., 2020.Evaluation of Sentinel- 3 SRAL SAR
altimetry over Chinese rivers. Rem.Sens. Environ. 237, 111546.
16. Kleinherenbrink, M., Lindenbergh, R.C., Ditmar, P.G., 2015. Monitoring of lake level changes on the Tibetan Plateau and
Tian Shan by retracking Cryosat SARIn waveforms.J. Hydrol. 521, 119e131.
17. Kouraev, A.V., Zakharova, E.A., Samain, O., Mognard, N.M., Cazenave, A., 2004. Ob’river discharge from
TOPEX/Poseidon satellite altimetry(1992e2002). Rem. Sens. Environ. 93(1e2), 238e245.
SPECIAL THANKS TO :
Department Of Geology
Bangalore University
Bengaluru - 560056
Karnataka, India
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PRESENTATION digital mapping and land surveying.pptx

  • 1. “Study Of Tank Information System Of Chikkanayakanahalli Taluk, Tumkur District Using Geospatial Technology” Team Members: 1.B BHUVAN PATEL – 1DS20CV013 2.GANESH M -1DS20CV025 3.GOWTHAM A – 1DS20CV028 4.HARSHA S G - 1DS20CV031 Under the Guidance of: Dr. NANDEESHA Professor Dept. of Civil Engineering DAYANANDA SAGAR COLLEGE OF ENGINEERING Department of Civil Engineering-2024 INTERNATIONAL CONFERENCE ON CLIMATE CHANGE AND GEOSCIENCES
  • 2. CONTENT : Introduction Study area map Objectives Methodology Results and Discussions Conclusions Challenges & Factors References
  • 3. INTRODUCTION • Tanks have been the lifetime of the rural settlement because they are the traditional source of drinking water and irrigation in the areas, which depends on monsoon rains for their needs. • The present study of Chikkanayakanahalli taluk in Tumkur district Karnataka state, the total area of Chikkanayakanahalli taluk is 1128 sqkm comes within five SOI toposheet, numbers are 57 C/6, 57 C/7, 57 C/10, 57 C/11 and 57 C/15 (scale 1:50000). It has an average elevation of 804 meters . • The rainwater and the seasonal runoff streams and rivers during monsoon period are stored in the tanks and this utilized for drinking and irrigation purposes in the later part of the year. • The major uses of tanks are listed below. Increase in the irrigation facility leading to better crop yield, recharge of groundwater, which will bring up water table near to the surface. This will benefit water supply for domestic purpose and irrigation for crops and orchards during post monsoon months. • Tanks could also be used profitably for aquaculture purpose, water for livestock, animal husbandry activities, and prevention of flooding and damage to crops during periods of heavy rains in monsoon by storage of excess water. • Silt extracted by tanks bed is economically used as manure for agriculture fields and recreation uses like boating and water sports and developing surrounding area into a park. Tanks have the ability to control microclimatic condition of their surroundings.
  • 4. STUDY AREA Map No.1: Location Map of Study Area
  • 5. STUDY AREA • The study area of Chikkanayakanahalli taluk is located in the southern part of Tumkur district, Karnataka state, the taluk covers an area of 1128 Sqkm. • Chikkanayakanahalli taluk can be divided into physiographic zones - hilly regions, undulating highlands, and gently sloping pediplains. CNHalli does not have any perennial river flowing through it. The two major streams -Torehalla and Karetore join to form the river Suvarnamukhi, which flows through the state forest in the North-East of the taluk. Torehalli River irrigates the area. • The area is bounded by the latitude North 13 degree 18 minutes to 13 degree 45 minutes and the longitude East 76 degree 22 minutes to 76 degree 45 minutes of SOI toposheets shown in Map No.1. • Chikkanayakanahalli (CNHalli) Taluk, Tumkur District, Karnataka area gets an average annual rainfall of 400-450mm.Madalingana Kanive(Mountain Pass) is the only mountain pass located in Chikkanayakanahalli Taluk, Tumkur District. • A major part of this taluk is occupied by red sandy soil, red loamy soil along the eastern part. Very small part in NW part of Chikkanayakanahalli taluk is occupied by mixed red and black soils. Red sandy soils are suitable for the growth of ragi, jowar, millets and oil seeds under rain fed conditions. • Chikkanayakanhalli is a Taluk in Tumkur District of Karnataka State, India. Chiknayakanhalli Taluk Head Quarters is Chikkanayakanhalli town . It belongs to Bangalore Division. Tiptur City , Arasikere City , Sira City , Tumkur City are the nearby Cities to Chiknayakanhalli. • Chikkanayakanhalli consist of 392 Villages and 29 Panchayats . Harogondanahalli is the smallest Village and Huliyar is the biggest Village . It is in the 804 m elevation(altitude)
  • 6. OBJECTIVES • Tanks information system is helpful to know tank capacity, recharge rate, to know the necessary improvement techniques and to assess the impact of climate change, land use change, human activities on the tank ecosystem and water availability. • To plan and implement appropriate interventions for tank restoration, conservation, and development. • The objective of the present study is to develop a GIS based Agricultural management of tank irrigation information system to facilitate the planning, operation and management of tank system and to monitor and manage the water resources in tanks efficiently and effectively. • GIS based information system is capable of generating outputs in the form of maps, tables and graphs that will help the irrigation engineers, agriculturalists, farmers and Government officials to monitor the performance of the tank at any place and time to take necessary steps to manage the resources effectively. • This information can be recorded and stored as different layers in GIS in the form of spatial and non-spatial data. GIS has the capability of integrating and analyzing spatial, non-spatial and multi-layered information available in different formats in framing various strategies for agricultural management for socio-economic development. • By using software like ERDAS Imagine 10.1 and Arc Pro GIS software the tanks are digitized and change deduction has been done using recent digital satellite data to compare the present status of the tank. The tank information system is further help full to know about tank quantity, quality, rate of recharge and improvement techniques. • Assessment of physicochemical and biological water quality of tanks.
  • 7. METHODOLOGY Fig 1 ERDAS Imagine Methodology Chart Fig 2 Arc GIS Methodology Chart
  • 8. METHODOLOGY • In the present study, the maps showing tank details have been prepared from digital data of Resourcesat, Landsat and Castosat of LISS III and SOI Topomaps. These satellite image and Toposheets have been geo-referenced using ERDAS Imagine professional and Arc GIS pro software. • The tanks have been delineated using SOI Toposheets on 1:50,000 scale. Field work has been carried out and the tanks areas are considered for the analyses are summarized in detail in table no 1. Arc GIS software and ERDAS Imgine have been used for digitization and computational purpose and also for the output generation is shown in Fig No.1 & 2. The extraction and processing of Remote Sensing data is shown in Fig No.3. Fig No.3: Remote Sensing Data Extraction Flow Chart
  • 9. RESULTS AND DISCUSSIONS • The tank information system is analysed by the Arc GIS Pro and ERDAS Professional Software and compiled the results by above methodology as shown in Table No.1 of Survey of India Toposheet data of the year 2010. TABLE No.1: Categorization of Tanks as per SOI Toposheet data
  • 10. • Out of the 247 tanks the 77.77% of the tanks categorized under the minor tanks, 16.59% of tanks categorized under the small tanks, 4.59% of tanks are medium tanks, remaining 1.21% of tanks as large and very large tanks. • The digitization of tanks is show in Map No.2. Borana Kanive place is between two mountains, water which comes from Suvarna Mukhi river, is the source for this dam. Borana Kanive Dam is an Gravity and Masonry Dam. • The maximum height is 39 feet and total storage capacity is 2.42 tmc. Dam receives water from overflowing water of 375 lakes from Tiptur and Chikkanayakanahalli taluk. • Borana Kanive Dam was built during the rule of Mysore Maharaja Sri Chamarajendra Wadiyar X by Col.Michanil in the year 1888-1892. Borana Kanive Dam is an oldest dam compared to Marikanive Dam and KRS Dam. It’s total area is 3204.23 acres and it is the largest tank in Chikkanayakanahalli taluk. • Torehalla and Karetore tanks are some of the major tanks of this taluk and also there are many more tanks are situated in Chikkanayakanahalli taluk ,we need to develop the tanks data base of all 247 tanks.. The entire tank information system is shown in the Map No.2.
  • 11. Map No.2: Tanks Of Chikkanayakanahalli Taluk as per SOI Toposheet data
  • 12. • The tank information system is analysed by the Arc GIS Pro and ERDAS Professional Software and compiled the results by above methodology as shown in Table No.2 of Remote Sensing data of the year 2023 from the Landsat satellite data. Table No.2: Categorization of Tanks as per Remote Sensing data
  • 13. • Out of the 334 tanks the 85.32% of the tanks categorized under the minor tanks, 10.77% of tanks categorized under the small tanks, 2.39% of tanks are medium tanks, remaining 1.49% of tanks as large and very large tanks. • The digitization of tanks is show in Map No.3. It’s total area 3128.88 acres as per 2023 remote sensing data and it is the largest tank in Chikkanayakanahalli taluk. Torehalla and Karetore tanks are some of the major tanks of this taluk and also there are many more tanks are situated in Chikkanayakanahalli taluk, we need to develop the tanks data base to all 334 tanks. • As per 2023 remote sensing Data 285 tanks are less than 40 acres of area where as 36 tanks have an area between 40 to 150 acres, 8 tanks have an area of between 150 to 250 acres, 4 tanks have an area between 250 to 500 acres and one tank has an area greater than 500 acres. • The entire tank information system is shown in the Map No.3.
  • 14. Map No.3: Tanks of Chikkanayakanahalli Taluk as per Remote Sensing data
  • 15. CHANGE DETECTION USING REMOTE SENSING DATA • Change in tank area detection based on RS images is conducive to the acquisition of land use and tank development information. • In this paper, confronting the challenges brought by the multi-source RS images and multi- objective application scenarios. Total area of Chikkanayakanahalli taluk has an total area of 2,78,734.9 acres out of which 11,307.04 acres is covered by tanks that is 4.05% of total area as per 2010 SOI toposheet record. On comparison of toposheet data with recent remote sensing data of present year change in tank area as shown in Table No.3.
  • 16. TANK CAPACITY DATA OF MINOR IRRIGATION TANKS • As per Minor Irrigation Department data there are 37 tanks which fall under minor irrigation department whose area lies between 40 to 2000 hectares and their water storage capacity is noted in the below Table No.4. Table No.4: Tank Capacity Data Of Minor Irrigation Tanks
  • 17. CONCLUSIONS • According to the digitized tank measurement of SOI Toposheet data all 247 tanks, classified as minor, small, medium, large, very large tanks based on their water spread area. From Arc GIS Pro software environment can be quickly analyze data easy and predications will made for the further development. • The above information is to meet a demand of groundwater scarcity to improves surface water resources, the rainfall in the taluk is annually is average 400-450 mm but we need to improve the tanks for the surface water conservation, if surface water conservation is takes place the automatically groundwater recharge will improves the groundwater level is increases considerably, with this to serve the future water scarcity problem for the further generation. • From the calculated catchment area and water spread area, amount of water inflow runoff into the tank is calculated and also further percolation and evaporation losses to be calculated and also water budget equation is calculated to entire taluk. • This data can also make use of Groundwater Estimation Committee.
  • 18. CHALLENGES & FACTORS 1. Reduction in catchment area 2. Lake encroachment 3. Irregular rainfall 4. Improper utilisation of water 5. Accumulation of silt 6. Utilisation of water during summer season
  • 19. REFERENCES 1. Bhaskar Reddy Pulsani in (2023) tank information system (tis): a case study in migrating web mapping application from flex to dojo for arcgis server and then to open source. a web mapping application using Flex and ArcGIS server was developed. 2. Pandu Narayana & Varija Kumble (2023) Assessment of rainfall interception, soil moisture dynamics and seasonal headwaters in a micro-catchment of Western ghats, Water Science, 37:1, 169-178, Assessment of rainfall interception, soil moisture dynamics and seasonal headwaters in a micro catchment of Western ghats. 3. Christophe Lienert, Rolf Weingartner & Lorenz Hurni (2011) An interactive, web-based, real-time hydrological map information system, Hydrological Sciences Journal, 56:1, 1-16,. 4. Mariusz Paweł Barszcz (2019) Quantitative rainfall analysis and flow simulation for an urban catchment using input from a weather radar, Geomatics, Natural Hazards and Risk, Quantitative rainfall analysis and flow simulation for an urban catchment using input from a weather radar. 5. K Umakhanthan & James E Ball (2005) Rainfall models for catchment simulation, Australasian Journal of Water Resources. A catchment modelling system for simulation of both the quantity and quality of stormwater runoff can be considered to consist of four conceptual components, which are generation, collection, transport and disposal. 6. Gleason, C.J., Hamdan, A.N., 2017. Crossing the (watershed) divide: Satellite data and the changing politics of international river basins. Geogr. J.183(1), 2e15. 7. Hossain, F., Siddique-E-Akbor, A.H., Mazumder, L.C., ShahNewaz, S.M.,Biancamaria, S., Lee, H., Shum, C.K., 2014. Proof of concept of an altimeter-based river forecasting system for transboundary flow inside Bangladesh. IEEE Journal of Selected Topics in Applied Earth Observations and Remote Sensing 7(2), 587e601. 8. Jiang, L., Nielsen, K., Andersen, O.B., Bauer-Gottwein, P., 2017. Monitoring recent lake level variations on the Tibetan Plateau using CryoSat-2 SARIn mode data. J. Hydrol. 544, 109e124.
  • 20. REFERENCES 9. Jiang, L., Nielsen, K., Dinardo, S., Andersen, O.B., Bauer-Gottwein, P., 2020.Evaluation of Sentinel- 3 SRAL SAR altimetry over Chinese rivers. Rem.Sens. Environ. 237, 111546. 10. Kleinherenbrink, M., Lindenbergh, R.C., Ditmar, P.G., 2015. Monitoring of lake level changes on the Tibetan Plateau and Tian Shan by retracking Cryosat SARIn waveforms. J. Hydrol. 521, 119e131. 11. Kouraev, A.V., Zakharova, E.A., Samain, O., Mognard, N.M., Cazenave, A., 2004. Ob’river discharge from TOPEX/Poseidon satellite altimetry(1992e2002). Rem. Sens. Environ. 93(1e2), 238e245. 12. Gleason, C.J., Hamdan, A.N., 2017. Crossing the (watershed) divide: Satellite data and the changing politics of international river basins. Geogr. J.183(1), 2e15. 13. Hossain, F., Siddique-E-Akbor, A.H., Mazumder, L.C., ShahNewaz, S.M.,Biancamaria, S., Lee, H., Shum, C.K., 2014. Proof of concept of an altimeter-based river forecasting system for transboundary flow inside Bangladesh. IEEE Journal of Selected Topics in Applied Earth Observations and Remote Sensing 7(2), 587e601. 14. Jiang, L., Nielsen, K., Andersen, O.B., Bauer-Gottwein, P., 2017. Monitoring recent lake level variations on the Tibetan Plateau using CryoSat-2 SARIn mode data. J. Hydrol. 544, 109e124. 15. Jiang, L., Nielsen, K., Dinardo, S., Andersen, O.B., Bauer-Gottwein, P., 2020.Evaluation of Sentinel- 3 SRAL SAR altimetry over Chinese rivers. Rem.Sens. Environ. 237, 111546. 16. Kleinherenbrink, M., Lindenbergh, R.C., Ditmar, P.G., 2015. Monitoring of lake level changes on the Tibetan Plateau and Tian Shan by retracking Cryosat SARIn waveforms.J. Hydrol. 521, 119e131. 17. Kouraev, A.V., Zakharova, E.A., Samain, O., Mognard, N.M., Cazenave, A., 2004. Ob’river discharge from TOPEX/Poseidon satellite altimetry(1992e2002). Rem. Sens. Environ. 93(1e2), 238e245.
  • 21. SPECIAL THANKS TO : Department Of Geology Bangalore University Bengaluru - 560056 Karnataka, India