Ground Water Information Booklet Betul Dist.

8/11/2019 Ground Water Information Booklet Betul Dist.

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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 -

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Ground Water Information Booklet Betul Dist.

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