Post on 02-Jun-2018
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BETUL DISTRICT
MADHYA PRADESH
V
V
V
V
V
V
V
V V
BHIMUR
CHICHOLI
Mach
naR
GHORADONGRITa
waR
AMLA
BETUL598 698
621 2 3
1
4
635
SARN
758
585
682
738
Kha
rparaN
D
I
S
T
R
I
C
T
H
O
S H
A
N G A B A D
C
H
V787
12
3
ToHOSHANGABAD
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K
BETUL DISTRICT AT A GLANCE
S.No ITEMS Statistics
1. GENERAL INFORMATION
1) Geographical area ( In Sq. km)
ii) Administrative Divisions (As on 2006 )
Number of Block ,Number of Panchayat /Villages
iii) Population (As per Census 2001)iv) Average Annual Rainfall (mm)
10061.48
10,
553/134313,95,175
1192.8
2, GEOMORPHOLOGY
i) Major Physiographic Units
ii) Major Drainage
i. Satpura plateau in the Tawa andMorand valleys
ii. Satpura plateau in the central and
southerniii.Tapi valley
i. Tawa, Morand, Machna andBhangi of Narmada Basin
ii. Wardha and Bel of Wardha basin
iii.Tapi, Maru and Tapi of Tapi
basin
3. LAND USE (sq km)
i) Forest area
ii) Net area sown:iii) Cultivable area:
1139.76
5547 996520.310
4. MAJOR SOIL TYPES Black cotton
5 AREA UNDER PRINCIPAL CROPS Wh Ri J M i
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11. GROUND WATER QUALITYPresence of Chemical constituents more than
permissible limit (eg EC, F, As. Fe)Type of Water Soft
12 DYNAMIC GROUND WATERRESOURCES (2004) In MCM
Annual Replenish able Ground Water
ResourcesNet Annual Ground Water Draft
Projected Demand for Domestic and Industrial
Uses up to 2025Stage of Ground Water Development
854.67390.89
33,8048
13. AWARENESS AND TRAINING
ACTIVITY
Pre-monsoon
Depth to water level during 2006Post-monsoon
Depth to water level during 2006
Long Term water level trend in 10 years(1997-200S) in m/yr
gneiss, amphibolites
2.75 - 12.15
0.36 - 7.90
Fall Pre 0.05-48. Post 0.02-0.57Rise 0.02-0.30 Post 0.0050-0.04
10. GROUND WATER EXPLORATION
BY CGWB (As on .. )
No of wells drilled EW,Depth Range (m)
OW, PZ, SH, Total)
Discharge (litres per second)
Storativity (S)
Transmissviitv (m2
EW-28 PZ-05
/day)
10-300, 30-900.75-20 lps, 1-3 lps
4.7xl0-4
to 6.5xl0
1 .8-442.8 m
-5
2/day
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1.00 Introduction
The Betul district is one of the marginally located districts of state Madhya
Pradesh, covering an area of 10059.48 Sq. km. It lies between north latitude 21022 and
22024 and east longitude 77
004 and 78
0
33 00 falling in survey of India toposheet no.55 FJ\ Fig.-1. The district is bounded by Chhindwara district in the east Khandwa in the
west Hoshangabad in the north and Maharashrta state in the south. The district is
approachable by rail and road. The Betul headquarters is located at falls on the Nagpur
Itarsi section of Delhi-Chennai main line and national highway no. 69.
The district is divided into 5 Tehsils and Ten blocks the district is predominantly a
rural district there are 1343 villages. The total population of the district of as as per 2001census. The details of administrative units are given in table- 1.
Table 1 : Administrative Divisions, District Betul M.P. (Census-2001)
S.
No.
Blocks Area in
Sq. Km
No. Of
villages
No. of
Gram
Panchaya
t
Population Increas
e in
10 year
in %
S.C.
Population
S.T.
Population
1 Betul 1003.92 188 77 240160 22.37 22192 64567
2 Chicholi 431.63 80 34 73861 25.44 4030 46472
3 Ghoradongri 729.44 162 56 225307 21.41 32079 82874
4 Bhiansdehi 772.44 132 50 116761 15.42 10188 62648
5 Athner 711.95 100 45 92869 13.51 6948 41770
6 Bhimpur 936.93 151 54 122313 28.48 4663 103603
7 Shahpur 591.89 125 40 95909 22.30 7679 61770
8 Multai 807 00 132 69 143933 9 06 15599 14639
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The agriculture activity in Betul district is mainly depended on the monsoon. Atpresent source of irrigated in the district are dug well, tube well and porty from canal.
Central ground water board and activities
Systematic hydrogeological geological survey were conducted by Shri A. B.Deshmukh and Seraj Khan in 1987-88.
Reappraisal hydrogeological surfey were conducted by Shri A K Budhauliya,
D. K. Ra and S. K. Verma during AAP 1995-96.
Under the world bank assisted hydrology project five number of piezometerhave been constructed for water level and quality momtoring.
Under ground water exploratory programme 24 No. exploratory wells at
different location have been constructed.
Under demonstrative project, artificial recharge structures have beenconstructed in Bel watershed in Amla block.
2.0
Rainfall & Climate
The climate of Betul is characterized by a hot summer and general dryness except
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3.0
Physiography and soil
The district has four district physiographic division viz (i) Satpura plateau inTawa and Morand valleys (ii) The Satpura plateau in central and (iii) southern part of the
district (iv) and Tapti valley. The whole district lies on Satpura plateau at an elevation of
365 m above mean sea level. The general elevation is about 609m at Kilendeo form thehighest peak in the northern and central parts of the district. Tawa valleys lies at on
elevation of 396m amsl between peaks of Kilandeo and Bhogwangar, the general scopeof the valley is towards the north west.
The country is mainly undertaking with presence of few residual hills and is inter
sector by large number of stream joining Taw the high land mass of the district sub sides
into the fringing ravenous country of Wardha and tributaries of the Kanhan. The went ofKhamla is highest point 1137 m amsl in the entire country and forms the part of Gwagarh
hills.
The drainage of the district is diverted in all direction from the eastern high mass
of Satpura plateau. The northern and central part of the district drains into the Narmada in
the north through Tawa, Machna Morand and the Bhange. The Tapti bengh basicallyconsequent river and flowing to the west drain water of the western and southern central
part of the Purna, Mam and Wadha occupy small areas of their drainage in the southern
part of the district.
In the district, there are five types of soils namely kali soil, Morand soil, Matbarra
soils, Bardi soil Sihar and retard soils. The southern central and eastern part of the district
is covered by black cotton soil.
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4.0 Ground Water Scenario
4.1 HydrogeologyBetul district is underlain by various geological formations, forming different
types of the aquifer in the area. Main geological units of the area are, Archean,
Gondwana Lameta, Deccan traps, Laterite and soils. Occurence and movement of ground
water in hard rocks is mainly controlled by secondary porosity through joints andfractures primary porosity in gondwana sandstone and vasicular basalts. In deccan traps
play an important role in ground water movement ground water is general occurs underunconfined and semi confined to confined conditions.
The occurrence and movement of ground water is different geological formations
is described below:
ArcheansThe crystalline metamorphic and igneous rocks covers approximately 20% of the
total district area. The igneous rocks are intensive granite and pegmetiteviens intendingthe motopohic rocks. Quartz pegmatite views are common features and occurs as broad
dykes and thin strings. The ground basins are conterminous with surface drainage sub
basin thus ground water flow system are of local types where end system has its rechargearea at topographic low. The archeans are mainly occupying the Beutal, Chichab, Multai
and Amla blocks. These rocks do not have primary porosity and hydraulic conductivity.
The weathered part of the crystalline rocks are called saprolite, which is of particularinterest from the point of view of storage zone for ground water and as an aquifer for
open well and shallow tube wells. The thickness of this zones in the entire district arearanges from 2.5 to 30.00 m. in this formation, aquifers also occurs where bed rock and
quartz pegmatite intensive vien are jointed and fractures. The yield depends uponsaturated thickness of the weathered mantle and fracture pattern of the rocks The open
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the depth of dug wells ranges from 8-14 mbgl there rocks are occuping Ghoradongri
Shahpur and part of Bhimpura blocks. The yield potential of Gondwana ranges from 100
lpm to 300 lpm tapping semi confined and unconfined aquifers.
Deccan TrapsDeccan traps comprising varies types of basaltic lava flows and most extensive rocks inthe district. There rocks occuping in Betul, Multai, Bhimpura, Chicholi, Bhainsdehi,
Atner and Prabkat pattam blocks. The base of the flow consist of a porons layers of
earthy basalt which passes rapidly into the main body. Of flow consiting of great
thickness of hard basalt. Generally the deccan trap in the area occens in the form of
fractures, weathered and vesicular basalts. The groundwater structure occurring thefractures basalt tapped the ground water resource between the depth range 6 to 14.00
mbgl. In the weathered basalt the depth of ground structures varies from 4.15 10-20mbgl, while in vesicular type of flows the depth of ground water structures ranges from 3
to 20-00 mbgl. The yield of shallow aquifer in this formation ranges between 60 to 300
lpm.
DEPTH TO WATER LEVELS
Pre Mansoon (May, 2006)
Central ground water board has been carrying out water level monitoring throughground water monitoring wells since last two decades. The water levels of there
monitoring wells are being monitored form time is a years during the month Jan, May,
August and November. A hydrogeological map (Fig-2). Of Betul district has beenprepared on the basis of available data. To study ground water regime of the area, pre
monsoon and post monsoon depth to water level maps of the district has been prepared.
The central part of the district is highly undulating and forested. In this are there ane fewwells are available for monitoring of water level pre monsoon (may 2006) in general
depth to water level in the district, ranges between 2.75 m below ground level at
Nempani in Shahpur block and 12.15 m bgl at Junapani in Multai block area. In major
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Ground Water Level Trend May 1997 to May 2006.
Analyisis of ground water level data of pre monsoon period indicate that these isdecling water trend in Amla, Bainsdehi, Multai and Prabhat pattan blocks. In general
0.050 to 0.487 m/year water level declines have been observed in the district however
these is also rise in water level between 0.027 m to 0.30 m have been recorded in theBetul and Ghoradongri blocks.
Ground Water Level Trend (November 1997 to November 2006).
Analysis of ground water level data of post monsoon period indicate that there in
declining trend of water level the decline of 0.04 to 0.057 m/year has been recorded in theentire district.
Aquifer parametersCGWB has drilled 28 exploratory wells in the district hydrogeological data of
exploratory wells in the district is given in table-3. Table- 3 shown that yield of arheanvary from 0.5 to 16.00 and drawdown ranges between 4.20 to 45 m. The yield of deccan
trap in the district very from 0.75 to 14.0 lps and drawdown was observed between 2.83
to 25.5 in the yield of Gondwana ranges between 0.40 to 1.80 lps. The transivity valuesranges between 3.16 to 553.35 m
2/day and storability is between 4.7 x 10
-4to 6.25 x 10
-5
.
4.2 Ground Water Resources
Ground Water Resources estimation of Betul district has been computed for thebase year 2004 on blockwise basis except Amla block falling in semi critical category,
entire district are falling under safe category. Except Betul blocks falling in both non
command and command area, entire district is falling under non command area. Higherstage of development is computed on 85% for Amla block and Lowest is computed as 15
por Ghoradongi block.
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4.3 Ground Water Quality
The groundwater samples are being collected form each monitoring wells during
the month of May every year. The quality of ground water in district is being describedby the analysis of groundwater samples from 7 ground water monitoring wells. The
analysis of water samples for year 2006 indicate that the pH values of all water samples
varies between 7.63 to 8.10 showing alkaline nature of water in the district. The electricalconductivity (EC) values were found in the range of 350and 1300 us/cm at 25C. The
nitrate in ground water of Betul district is varying between 3-145 mg/l Nitrate more than
100 mg/l was found in only one village namely
Nimpani (145 mg/l) The higher concentration of NO3
may be due to excessiveuse of fertilizer and localized pollution. The study of analyzed data shows that this
district does not have any problem of fluoride since all the wells have fluoride less than1.5 mg/1 permissible limits. No arsenic content was detected in the groundwater. Ground
water quality in the district is generally good for drinking .
The chemical quality of groundwater is an important factor to be considered in
evaluating its suitability for irrigation purpose. The parameters such as EC, Sodium
Absorption Ratio (SAR), percent sodium (% Na) and Residual Sodium Carbonate (RSC)are used to classify the water quality for irrigation purpose. US Salinity Laboratorysuggested a diagram of classifying waters for irrigation purposes in 1954. The plot of US
Salinity Laboratory diagram suggested that except are observed under C 2-S1 class
(medium salinity and low sodium) which means that these waters can be used for all typeof crops on soils of low to high permeability and C 2-S1
(high salinity and low sodium)
class. How ever ground water in the district in generally safe for irrigation but proper
drainage system is required where EC is more than 1500 us/cm at 25C.
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5.0 Ground Water Management Strategy
5.0 Ground Water Development
As per ground water resources estimation of Betul district for the year 2004 theavailable ground water resources and gross ground water draft are 854.67 MCM and
414.07 MCM respectively, making state of ground wate development 48% as whole for
the district, Amla blocks is categorize as semi critical blocks. Except Amla block allblocks fall under safe category. However Multai and Athner blocks are advancing towaed
semi critical category. The decadal water level trend analysis reveals mixed trend ofwater level during pre and post monsoon season. After making the allocation for futuredomestic and industrial supply up to 25 years, balance available at 50% stage of ground
water development under safe limit of Betul district would be 429.98 mcm if 70% baleen
available ground water resources in to be developed through dug wells and 30% through
tube wells, than at suitable hydrogeological location tentatively. 60060 new dug wellsand 12870 tube wells for irrigation can be constructed in the district considering unit draft
of dug wells and tube well .005 and .01 mcm respectively. The area recommended for
future development is given in fig. 6. dug wells are feasible in all geological formationhowever tube wells are feasible in Gondwana. However tube wells are feasible in
Gondwana and deccan traps at appropriate locations. DTH rigs are to be deployed in the
district and at places combination rigs may be deployed.
6.0 Ground Water Related Issues and Problem
Long term water level trend analysis shows mixed results Depletion of ground
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7.0 Awareness and Training Activities
7.1 Mass Awareness Programme (MAP) and water management Trainingprogramme (WMT) by CGWB
Three mass awareness programme have been organized by CGWB in Betuldistrict one MAP was organized on 19.9.05 at Jaywanti Hoskar college, Betul which was
attended by PHED officers, Nagar Palika officers, NGOs and other citizens. The second
MAP was origized by CGWB at Sasundra, High school Betual and more than 150 studentand Panchayat Karmis participated this programme on 12.09.06. The third map was
organized on 7.10.06 at pump honur of Athner distict betul more than 170 villagesPanchayat Karmis and NGO participated in this programme. Two water managementtraining programmes were organized by CGWB, The first WMTP was held on 17.09.05
at PAthakheda, WCL auditorium 60 Participated from western coal field officers were
trained in this programme. The second WMTP was organized at Utsav hotel, Betul on
6.10.06 for the officer and official of PHED and Nagar Palika. 70 Participants attendedthis training programme.
7.2 Participants in Exhibition, Mela etc.CGWB has not taken any participation in exhibition, Mela and fair etc. in Betul
district.
7.3 Presentation, Lectures delivered in Public forum Radio/TV etc.
CGWB has not done such activities in Betul district.
8.0 Area Notified by CGWA / SGWA
In Betul district, no area is notified by CGWA / SGWA.
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9.0 Recommendations
a. In Amla, Multai, Athner and Prabhat Pattan blocks, average water levels are deep
decadal fluction and long term trend are showing a decline in water level and
balance of ground water is left limited. The population and progress coupled with
poor aquifer are responsible for the critical situation. Thus special attention is tobe taken white developing the ground water resource in there blocks. At large
scale artificial recharge practices are to be adopted which one shown in fig.
b. In Amla, Betul and Mulla blocks, sngarcane and soyabean crops are being grown
in the area. The sugarcane is high intensive water crop. Change in cropping
pattern is another measures which will relieve the situation.
c. In Ghoradongri, Shahpur, Chicholi Bhanpur and Bhainsdeh blocks, the stage of
ground water is low, falling in safe category which provide ample scope for
ground water development for irrigation by increasing the numbers of dug wellsand tube wells at 50% stage of ground water of a development stage.
d. Drilling problem Athner, Bhainshdehi and Betul blocks are reported where inter -trappean and intratrappen are encountered at variable depth so proper drilling
technique is to use adopted in hard and soft rocks and proper well assembly is to
be designed in basalts rocks.
e. Conjuctive use of surface and ground water is recommended in the area.
f. Ground water pollution studies are suggested around Sarni thermal power station.
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Table-3: Ground Water Exploration in Betul district
S.
No.
Location Latitude
(Degree/Minutes/
Seconds
kLongitude
(Degree/Minutes/
Seconds
Year of
construction
depth
Drilledmbgl
depth to
construction mbgl
major litho
logyencountered
zones tapped
mbgl
static
waterlevel
mbgl
discharge
(LPS)
draw
down(m)
T
m
3
/day
S EC
S/cm
CL
1 Bhaggudhana 210
24 18 770
0041 2005-06 258.4 258.4 Granitic Gneiss 112-118 19.5 6.75 11.5 15.97 6.25x10-5
888 74
2 Khedi 210
5305 770
4013 2005-06 289.9 289.9 jointed Granitic
Gneiss
1135-140
150-159.6
50 0.75 688 35
3 Betul Sadar 210
5137 770
5537 2005-06 305 305 jointed Granitic
Gneiss
34.00-51.00
115.00-122.0
14.3 4.26 37.5 6.32 4.7x10-4
1458 85
4 Neep panl 210
5418 770
0041 2005-06 305 305 granitic Gneiss 12-17, 152-155
183-186
8.81 3.25 22.3 3.4 9.110-4
645 11
5 Athner 210
3730 770
5924 2005-06 233 233 fractured Basalt 6.8-90, 163-170
231-233
10.28 14.00 2.83 553.35 6.510-5
713 21
6 Sakadehi 210
5922 770
5131 2005-06 268 268 Granitic Gneiss 12-15,
27-30
18.5 3.92 4.2 14.76 590 39
7 Kumharia 210
3649 770
4605 2005-06 164.7 164.7 lametas Bed 118-90-121.90 49.72 -
8 Cicholl 210
0028 770
4032 2005-06 263 263 Granitic Gneiss 15-17, 154-158
258-263
36.18 4.30 45.2 23.08 9.1x 10-4
926 121
9 Jin 210
5645 770
0041 2005-06 302 302 fractured Basalt 23-26,
36-45
4.1 0.75 14.8 1064 135
10 Surgeon 210
4953 770
5330 2005-06 305 305 Granitic Gneiss 115-118 27.5 1.00
11 Saonga 210
4957 770
4530 2005-06 293 293 fracture and
jointed basalt
13.00-24.00 74.89 2.45 25.5
12 Malanjpur 210
00 18 770
4353 2006-07 305 305 Granitic Gneiss 15.20-18.30 19.2 0.50 35
13 Bhujaliya
Ghat
210
5439 770
5310 2006-07 269.1 269.1 Granitic Gneiss 19-24 17.88 4.00 28.33 4.08 7.09 74
14 Bhujaliya
Ghat
210
3949 770
5310 2006-07 49.8 Granitic Gneiss 40-43 26.11 1.00
15 Shahpur EW 220
1121 770
5415 2006-07 304.51 Gondwana
Sandstone
48-56 11.7 1.80
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16 Shahpur OW 220
1122 770
5415 2006-07 164.65 Gondwana
Sandstone
17 Sasundra EW 210
5048 770
0531 2006-07 209.6 Vesicular Basalt 157.60-166.90 34.5 2.36
18 Sasundra OW 210 5048 770 0531 2006-07 274.5 Vesicular Basalt
19 Sasundra OW 210
5048 770
0531 2006-07 188.3 Vesicular Basalt
20 Bhonra EW 220
1640 770
5211 2006-07 103.89 Gondwana
Sandstone
50-56 3.25 0.40
21 Handipani
EW
210
1454577
04645 2006-07 85.84 Gondwana
Sandstone
22 Baral EW 210
5140 770
1750 2006-07 147.3 Weathered
Vesicular Basalt
12-16
37.-46
12.3 2.50
23 Baral OW 210
5140 770
1750 2006-07 147.26 Weathered
Vesicular Basalt12-17
37-46
17.56
24 Kolgaon EW 210
4607 770
5338 2006-07 286.7 286.7 fractured Basalt 91-94,
152-160
30.52 1.30
25 Andharaiya
EW
210
4750 770
0531 2006-07 8.25 fractured Basalt Abandoned
26 Pathakheda
EWI
210
4610 770
310 2006-07 115.3 fractured
Basalt/
Gondwana Sst.
58/-67,118-
125,289-292.7
41.9 3.28 540 39
27 Pathakheda
EWII
210
4610 770
3310 2006-07 292.8 fractured
Basalt/
Gondwana Sst.
28 Morkha EW 210
5405 780
2340 2006-07 304.89 Granitic Gneiss
29 Pathakheda
OW
210
4610 770
3310 2006-07 85 Gondwana
Sandstone
57-63 28.72 1.80
30 Jaora EW 21
0
5242
77
0
3105
2006-07 305.1 weatheredVesicular Basalt
30-63 24.9 0.22 456 43
31 Multal EW 210
4630 780
1522 2006-07 304.51 fractured
Basalt/
Gondwana Sst.
- - 16.00
32 Khedill Bazar
EW
210
5710 780
2215 2006-07 229.52 jointed &
fractured granite
226-229.5 2.01 3.00 11 3.16 1.8x10-3
617 74
33 Bhimpur EW 210
5242 770
3105 2006-07 201 Gondwana 74-83, 192-198 3.84 2.00
34 Bhimpur OW 210
5242 770
3105 2006-07 98.6 Gondwana 74-83
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sandstone
35 Ratamati T 210
5439 770
5310 2006-07 293 jointed &
fractured basalt
BlockTable-4: Ground Water Resources of Betul district
Command/ non-
Command/ Total
Net Annual
Ground
water
Availability(In MCM)
Existing Gross
Ground water
Draft for
irrigation(In MCM)
Existing gross
groundwater Draft
for
domestic &
industrial water
Supply(In MCM)
Existing
gross
ground
water draft
for all
Uses(In MCM)
Allocation for domestic
8.
Industrial requirement
supply upto next
25 years
(In MCM)
Net ground
water
availability for
Future
irrigation
development(In MCM)
Stage of
Ground
Water
Development
(%)
Betul Command 17.66 024 0.11 0..35 0.13 17.28 2
Non-Command 106.24 70.73 3.07 73.8O 5.72 2978 69
Block Total 133.90 70.98 3-18 74.16 5.05 47.07 60
Amla Command - - - - - - -
Non-Command 75.92 61,60 2.73 64.33 4.21 11.10 85
Block Total 76.92 61.60 2.73 64.33 4.21 11.10 85
Athener Command - - - - - - -
Man-Command 61.43 4290 202 4492 2.98 1555 73
Block Total 61.43 42.90 2.02 44.92 2.98 15.55 73
Chicholi Command - - - - - - -
Non-Command 44.1 2223 1.40 23.63 1 31 20.10 54
Block Total 44.14 22.23 1.40 23.63 1.81 20.10 54
Shahpur Command - - - - - - -
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Non-Command 42.86 25.71 1.73 27.44 2.25 14.90 64
Block Total 42.86 25.71 1.73 27.44 2.25 14.90 64
Block Command/ non-
Command/ Total
Net Annual
Ground
water
Availability(In MCM)
Existing Gross
Ground water
Draft for
irrigation(In MCM)
Existing gross
groundwater Draft
for
domestic &
industrial water
Supply
(In MCM)
Existing
gross
ground
water draft
for all
Uses
(In MCM)
Allocation for domestic
8.
Industrial requirement
supply upto next
25 years(In MCM)
Net ground
water
availability for
Future
irrigation
development
(In MCM)
Stage of
Ground
Water
Development
(%)
Multai Command - - - - - - -
Non-Command 98.07 68.14 2.71 70.85 3.69 26.24 72
Block Total 98.07 68.14 2.71 70.85 3.69 26.24 72
P. Patan Command
Non-Command 82.34 43.13 26.3 45.76 2.78 36.43 56
Block Total 82.34 43.13 26.3 45.76 2.78 36.43 56
Ghoradongri Command - - - - - - -
Non-Command 147.08 20.15 254 22.69 4.19 12274 15
Block Total 147.08 20.15 25.4 22.69 4.19 122.74 15
Bhimpur Command - - - - - - -
Non Command 76.62 15.76 2.32 18.08 3.64 2722 24
Block Total 76.62 15.76 2.32 18.08 3.64 2722 24
District Total 763.36 370.60 67.79 391.81 30.62 321.25 -