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Application of Remote Sensing for Drinking Water Security Planning
Mulbagal Taluk, Kolar District.
Presented by
Dr. K. Ashoka Reddy
Scientist , KSRSAC
Karnataka State Remote Sensing Applications Centre
Dept. of IT & BT, GOK
Bangalore
INTRODUCTION
Mulbagal taluk is located between :
North Latitude130 011 3011 to 130 211 4511
East Longitude780151 1511 to 780 351 0011
Mulbagal Taluk at a Glance
SL No ITEM STATISTICS
1 GENERAL INFORMATION
I) Geographical Area 823 (Sq.Kms)
ii) Administrative Divisions Mulbagal
No of Panchayat/villages 30/343
iii) Population (as per 2011 census) 259008
iv) Average annual Rainfall 759mm
2
GEOMORPHOLOGY
Major physiographic units 2
Major Drainages 1
3 LAND USE
a) Forest Area 2122 (Hectares)
b) Net Area Sown 44922 (Hectares)
4 MAJOR SOIL TYPES 1.Sandy loam
2.Sandy clay loam
3.Clay
4.Rock outcrops
5 AREA UNDER PRINCIPAL CROPS (ha)
Ragi 12316
Paddy 2109
Maize 219
Oil seeds 7203
Pulses 4594
Vegetables 8894
Fruits 16298
Sericulture 2324
6 IRRIGATION BY DIFFERENT SOURCES (ha)
Dug wells -
Bore wells 6501 ha (14661 borewells)
Tanks 6713 ha (663 tanks)
Canals -
Other Sources -
Lift Irrigation -
Net Area Irrigated 13214 (29.42%)
No .of Ground Water structures
Domestic BW
Piped water supply
Mini water supply
Hand Pumps
476
148
278
50
7 NUMBER OF GROUND WATER
MONITORING WELLS OF DMG
Dug wells -
Piezometers 14
8 PREDOMINANT GEOLOGICAL
FORMATIONS
Peninsular Gneisses complex
(Granite, Gneisses and kolar
schist
9 HYDROGEOLOGY
Major water bearing formations Weathered and
fractured Granite,
Gneisses and Schist
Long term water level trend (2002-2011) in m per
year
See the Graph
10 GROUND WATER QUALITY
Presence of chemical constituents more than
permissible limits
Fluoride, Nitrate and
Total Hardness
Type of water Potable (56.32%)
11 DYNAMIC GROUND WATER RESOURCES
(2009) IN ham
Annual replenishable ground water resource 4420 ham
Net annual ground water draft 8895 ham
Projected demand for Domestic and
Industrial use up to 2025
515 ham
Stage of ground water Development (%) 201% of resource
12 MAJOR GROUND WATER PROBLEMS AND
ISSUES
Declining Ground Water level
and failure of shallow bore
wells need for augmenting
the Ground water Resource
by artificial recharge
structures for sustainable
development.
Increase in Fluoride and
Nitrate concentrations
causing health hazards.
Rainfall Data
Season Normal Rainfall
(mm)
Pre Monsoon
(Jan to May)
146
South West Monsoon
(June to Sept)
371
North East Monsoon
(Oct to Dec)
242
Annual 759
831
1050
1302
695
605
878860
343
643
999
466
778
607
531
824836
786
439
707
619578
871
345
631
918
858
634649664
941
746
883
602
672
720
777
928
529
794820
746
512
863
1176
507
981
728
801
661
319
590
1061
574535
1017
549
676
600564
589
829
712
1087
559
842
640
464
937
676
722
821
676709
859878888
868
949
589
864
759
584
496
442
806
666
1076
521
808
1137
732
1208
624618
949
789
1172
824
910
1050
627
552
903
1453
738
807
993
766.0
821787
0
100
200
300
400
500
600
700
800
900
1000
1100
1200
1300
1400
1500
16001
90
11
90
31
90
51
90
71
90
91
91
11
91
31
91
51
91
71
91
91
92
11
92
31
92
51
92
71
92
91
93
11
93
31
93
51
93
71
93
91
94
11
94
31
94
51
94
71
94
91
95
11
95
41
95
61
95
81
96
01
96
21
96
41
96
61
96
81
97
01
97
21
97
41
97
61
97
81
98
01
98
21
98
41
98
61
98
81
99
01
99
21
99
41
99
61
99
82
00
02
00
22
00
42
00
62
00
82
01
0
Ra
infa
ll in
mm
YEARS
Annual Rainfall Pattern for Mulbagal Taluk, Kolar District
3.5 7 10.7
28.7
96
54.4
78.9
93.7
144 147.3
65.4
29.2
0
50
100
150
200
Jan
Feb
Ma
r
Ap
r
Ma
y
Ju
ne
Ju
ly
Au
gu
st
Se
pte
mb
er
Oc
tob
er
No
ve
mb
er
De
ce
mb
er
Rain
fall i
n m
m
Months
Monthly Normal Rainfall for Mulbagal Taluk
0
200
400
600
800
1000
1200
1400
1600
1 2 3 4 5 6 7 8 9 10 11
Rain
fall
(m
m)
Years from 2001 to 2011
Annual Rainfall of Mulbagal Taluk
Domestic water requirement
1. Population as on 2011 = 2,56,745
2. Ground water requirement per annum @ 55 LPCD = 14,121 M3/day,
51,54,155 M3/year, 515 ham
3. Dynamic ground water resource of the taluk = 4420 ham
4. Drinking water requirement in respect of GW resource = 11.65%
5. Existing Ground water draft = 8895 ham
(201% of resource)
Use of Ground Water Prospects Maps in selection of Bore
well points
• Ground Truth
•Field Check
• Ground Geophysical survey
Ground water recharge structures
1. Direct Methods
• Percolation tanks
• Stream channel method (ditch & furrows)
• Check dam
• Gabion structure
2. Indirect Methods
• Recharge well
• Recharge trenches
• Individual well recharge
Probable Artificial Recharge Structures for Mulbagal Taluk
• Contour bunds
• Infiltration wells
• Check dams
• Recharge trenches
• Percolation tanks
• Desiltation of tanks
Note: These are the general classification if the area is found suitable for other
types of recharge structures, site specific structures may be identified after
studying the local hydro-geological and physiographic set up.
Parameter No. of Habitations affected
Percentage (%) of Quality Affected Habitations
Fluoride 37 9.51 %
Iron 7 1.79 %
Total Hardness 14 3.59 %
Nitrate 112 28.79 %
Total affected
Habitations
170 43.68 %
Affected Villages of Mulbagal Taluk
Hebbani Gram Panchayath
No. of Revenue Villages 9
No. of Habitations 15
Geographical area in ha 2903
No. of Drinking water
borewells
23
Rainfed area in ha 1072
Irrigated area in ha 450
No. of Irrigation water
borewells
598
Total no. of Irrigation
borewells
Working during 2012-13
273
No. of Revenue Villages 9
No. of Habitations 15
Geographical area in ha 2903
No. of Drinking water
borewells
23
Rainfed area in ha 1072
Irrigated area in ha 450
No. of Irrigation water
borewells
598
Total no. of Irrigation
borewells
Working during 2012-13
273
Hebbani Gram Panchayat
Agriculture
Population-total 10034
a. Area under cultivation in (ha) 1521.56
Irrigated area in Kharif 450
Irrigated area in Rabi 245.34
Irrigated area in Summer 167.61
Un Irrigated area 1071.56
b. Irrigation type (ha)
Area Irrigated under canal 0
Tanks 372.21
Bore well/ tube well 450
c. Water lifting sources
Submersible pump 598
Number of working Bore wells 273
Number of defunct Bore wells 325
Piped water supply (SVS or MVS) 23
Sl.No. Name of the Habitation Drinking water needs
Liters per day
Human Livestock Total
1 Bangavadi 18315 4770 23085
2 H.Byappanahalli
Rajaramane
H.Kothur
51755 21870 73625
3 H.Kodihalli 39820 24780 64600
4 Hebbani 172480 31400 203880
5 M.Gollahalli
Nagireddihalli
Manighattamitta
81345 51100 132445
6 Punyahalli 60390 30190 90580
7 S.Ananthapura
Narayanapura
59400 27920 87320
8 Sunnappakunte 38335 19870 58205
9 Tammareddihalli 30030 8140 38170
Total 551870 220040 771910
Drinking water profile of GP
BW
No.
Name of the Habitation Borewell Depth in m Yield in LPM
1 Bangavadi 143 57
2 H.Byappanahalli 229 91
3 H.Kothur 213 57
4 Rajaramane 244 57
5 H.Kodihalli 183 57
6 Hebbani 206 98
7 213 114
8 206 57
9 198 98
10 201 114
11 81 57
12 M.Gollahalli 131 57
13 283 98
14 Manighattamitta 259 76
15 183 76
16 Punyahalli 198 57
17 183 38
18 297 57
19 S.Ananthapura 98 57
20 Narayanapura 177 38
21 Sunnappakunte 168 57
22 183 57
23 Tammareddihalli 253 76
Drinking water profile of GP
Sl.
No.
Name of the
Village
Name of the
Habitation
Total Ground
Water
Recharge in
cum per
annum
Total Ground
Water Draft in
cum per
annum
Rate of Ground
Water Utilization
in %
1 Bangawadi Bangawadi 63219 158906 251.36
2 H.Byappalli H.Byapalli 148420 370553 249.66
Rajaramane
H.Kothur
3 H.Kodihalli H.Kodihalli 136011 207741 152.74
4 Hebbani Hebbani 139261 262741 188.67
5 M.Gollahalli M.Gollahalli 177579 683613 384.96
Manigatta mitta
Nagireddihalli
6 Punyahalli Punyahalli 170380 171302 100.54
7 S. Anantapura S. Anantapura 83077 165965 199.77
Narayanapura
8 Sunapakunte Sunapakunte 156417 264245 168.94
9 Thammareddih
alli
Thammareddihlli 164430 484972 294.94
Majira Kothuru
Tota
l
9 Villages 15 Habitations 12,38,795 27,70,038 223.61
GROUNDWATER BALANCE
Hebbani Gram Panchayat Details - Population and their water requirement
SL. No.Name of the
Village
Name of the
HabitationPopulation
Water
requirement at
55 LPCD
1 Bangawadi Bangawadi 333 18315
2 H.ByappalliH.Byapalli
941 51755H.Kothur
3 H.Kodihalli H.Kodihalli 724 39820
4 Hebbani Hebbani 3136 172480
5 M.Gollahalli
M.Gollahalli 807 44385
Manigatta mitta672 36960
Nagireddihalli
6 Punyahalli Punyahalli 1098 60390
7 S.AnantapuraS.Anantapura
1080 59400Narayanapura
8 Sunapakunte Sunapakunte 697 38335
9 ThammareddihalliThammareddihalli
546 30030Kotha Indlu
Total 10034 551870
Details of Ground Water Recharge
SL.
No.
Name of the
Village
Name of the
Habitation
Area in
Hectares
Rainfall
In m
Available
Rainfall in
cubic
meters
Recharge
due to
Rainfall
in Cubic
mtr.
Recharge
due to
Surface
water
Cubic mtr.
Recharge due
to Return
flow from
Irrigation in
Cubic mtr.
Total
Recharge
in Cubic
mtr.
1 Bangawadi Bangawadi 136 0.3542 481712 48171 0 15048 63219
2 H.Byappalli
H.Byapalli
322 0.3542 1140524 114052 0 34368 148420Rajaramane
H.Kothur
3 H.Kodihalli H.Kodihalli 332 0.3542 1175944 117594 0 18416 136011
4 Hebbani Hebbani 340 0.3542 1204280 120428 0 18833 139261
5 M.Gollahalli
M.Gollahalli
630 0.3542 1140524 114052 0 63527 177579Manigatta mitta
Nagireddihalli
6 Punyahalli Punyahalli 442 0.3542 1565564 156556 0 13824 170380
7 S.AnantapuraS.Anantapura
203 0.3542 719026 71903 0 11174
83077Narayanapura
8 Sunapakunte Sunapakunte 373 0.3542 1321166 132117 0 24300 156417
9Thammareddih
alli
Thammareddihalli152 0.3542 538384 53838 0 110592 164430
Majira Kothuru
Total 2930 9287124 928712 0 310082 1238795
Ground Water Draft
SL. No.Name of the
Village
Name of the
Habitation
No. of
Borewell
Total
Yield in
a day
Cubic
meter
Total yield
per year
Cubic
meter
Total
Domestic
water
requiremen
t cum/year
Grand total
GW draft
1 Bangawadi Bangawadi 14 602 150480 8426 158906
2 H.Byappalli
H.Byapalli
Rajaramane15 800 240000
26873 266873
H.Kothur 13 346 103680 103680
3 H.Kodihalli H.Kodihalli 27 594 184162 23579 207741
4 Hebbani Hebbani 30 628 188325 74416 262741
5 M.Gollahalli
M.Gollahalli 28 1411 412070 24267 436337
Manigatta mitta20 720 223200 24075 247275
Nagireddihalli
6 Punyahalli Punyahalli 20 461 138240 33062 171302
7 S.AnantapuraS.Anantapura
53 440134093 31872 165965Narayanapura
8 Sunapakunte Sunapakunte 30 810 243000 21245 264245
9 Thammareddihalli
Thammareddihall
i 23 1472 471040 13932 484972
Majira Kothuru
Total273 8283 24,88,291 2,81,747 27,70,038
Recommendation
1) Construction of Check dams ,Percolation tanks across
the nallas and streams in the water table depleting
areas and where water quality problem exists may be
taken on priority basis
2) A comprehensive program should be formulated to
harvest rain water
3) Prevent Soil Erosion
4) Constant monitoring of Ground Water Quality
5) Identify potential aquifers
6) Adopt Drip irrigation to Conserve Ground Water
Resources