क�द्र�य भू�म जल बोडर्

जल संसाधन, नद� �वकास और गंगा संर�ण मंत्रालय

भारत सरकार
Central Ground Water Board
Ministry of Water Resources, River Development and Ganga
Rejuvenation
Government of India

AQUIFER MAPPING REPORT

Devas District, Madhya Pradesh

उ�र� मध्य �ेत्र, भोपाल

North Central Region, Bhopal
 Government of India
Central Ground Water Board
Ministry of Water Resources, River Development &
Ganga Rejuvenation

GROUND WATER MANAGEMENT PLAN OF DEWAS DISTRICT

MADHYA PRADESH
(2015-2016)

By
Dr L. K. Mathur
Scientist “D”

National Aquifer Mapping Programme

Management Plan of Dewas District,Madhya Pradesh

North Central Region

August, 2016
 National Aquifer Mapping Programme
Management Plan of Dewas District,Madhya Pradesh

CONTENT

1 CHAPTER-I Introduction
1 Location

1.1 Objective
1.2 Data Adequacy, Data Gap, Data Availability

1.3 Geomorphology, Soil, Land use

1.4 Rainfall

1.5 Physiography/Drainage -DEM

1.6 Agriculture/Irrigation/Cropping pattern

1.7 Prevailing Recharge practices

2 CHAPTER-II Data Collection and Generation

2.1 Hydrogeology

2.2 Water Levels

2.3 Exploratory Drilling, CGWB/State

2.4 Water Quality

3 CHAPTER-III Data Interpretation/Preparation of Aquifer
Map
3 Data Interpretation
3.1 Lithological Model

3.2 Fence Diagram

3.3 2-D Cross Sections

3.4 3-D Cross Sections

3.5 Conceptual Model of Aquifer Disposition

4 CHAPTER-IV Ground Water Resources

4.1 Dynamic Ground Water Resource

4.2 Static Ground Water Resource

4.3 Draft

4.4 Conceptual Model of Recharge & Draft

5 CHAPTER-V Ground Water Related Issues

 5.1 Ground Water Depletion Area
5.2 Ground Water Quality -Fluoride

6 CHAPTER-V Ground Water Management

Strategies
6.1 District Ground Water Management Plan

6.2 District Financial Outlay Plan

6.3 Bagli Block Ground Water Management Plan

6.4 Dewas Block Ground Water Management Plan

6.5 Khategaon Block Ground Water Management Plan

6.6 Kannod Block Ground Water Management Plan

6.7 Sonkutch Block Ground Water Management Plan

6.8 Tonk Khurd Block Ground Water Management Plan

AN-I LOCATION DETAILS OF EXPLORATORY BORE WELLS

AN-II LITHOLOGS DETAILS Of EXPLRATION BORE WELLS
 CHAPTER-I
INTRODUCTION

1.0 Location :
The Dewas district lies in the central part of the state and covers an area of 7020.84 sq
km. It lies between North latitude 22o17’00” & 23o20’00” and east longitude 75o50’00” &
77o10’00”, falling in Survey of India topo sheet Nos 46M, 46N, 55A, 55B & 55F. The Tropic of
Cancer passes through the district near Nemawar village south of Khategaon town. Dewas lies
north-east of Indore, south-east of Ujjain and southwest of Shajapur. The city is located on the
level plains of the Malwa plateau; to the south, the land rises gently to the Vindhya Range,
which is the source of the Chambal and Kali Sindh rivers.

The district is divided into six Tehsils and six development Blocks. There are 1061
villages and 11 towns in the district.

Fig:1 Administrative Map

1
 Table 1: Administrative Divisions, District Dewas, M.P.

S No Block Area (Sq Km) No of towns

1. Bagli 2045.40 3
2. Dewas 1007.44 1
3. Kannod 1463.00 4
4. Khategaon 1145.00 1
5. Sonkatch 681.00 2
6. Tonk khurd 679.00 -
TOTAL 7020.84 11

1.2 Objectives and approach:

The aquifer mapping study primarily depends on the existing data that areassembled,
analysed and interpreted from available sources. The data gaps analysis carried out helped to
generate data from data-collection activites such as BDR of exploration drilling, water level
measurements and groundwater quality analysis done by CGWB & State Department . By
analysising the existing data and the data generated, regional hydrogeological maps, thematic
maps, water quality maps, cross-sections, 2-D and 3 –D aquifer dispositions and potentiometric
maps were generated. The objectives of the Management plan is to define the aquifer
geometry, type of aquifers, ground water regime behaviours, hydraulic characteristics and
geochemistry of Multi-layered aquifer systems on 1:50,000 scale .

Aquifer Mapping can be envisaged as follows :

1. Data Compilation & Data Gap Analysis:

One of the important aspect of the aquifer mapping programme was the synthesis of
the large volume of data already collected during specific studies carried out by Central Ground
Water Board and various Government organizations with a new data set generated that broadly
describe an aquifer system. The data were assembled, analysed, examined, synthesized and
interpreted from available sources. These sources were predominantly noncomputerized data,
which was converted into computer based GIS data sets. On the basis of available data, Data
Gaps were identified.

2. Data Generation:

There was also a strong need for generating additional data to fill the data gaps to
achieve the task of aquifer mapping.

2
3. Previous studies:

Prior to this study, the groundwater hydrogeology has been studied only in separate
parts with many areas left untouched. As a result, there was no hydrogeologic framework
developed so as to understand the regional effects of groundwater development in the area .

4. Preparation of Plan;

Preparation of Block wise ground water management plan of the Dewas district that will
guide the planers to manage the ground water resources in judicious manner and improve the
ground water scenario of the district.

1.2 Rainfall& Climate:

The average annual rainfall of Dewas district is 1083 mm, based on average of 3
stations. Rainfall increases from west to east and is lowest in the southwestern portion. About
90 % of the rainfall takes place from June to September, only 5 - 8% takes place in the winter
months and only about 2% in summer. It is only during the monsoon that surplus water for
deep percolation is available in the district. The normal rainfall follows a normal distribution
during the year.

The climate of Dewas district is semi- tropical, characterised by hot summer and well
distributed rainfall during the south west monsoon season. January is the coldest month with
the temperature falling as low as 2o - 3oC. The period from March to first week of June is the
summer season. May is the hottest month when the temperature may go upto 45 oC.

1.3 Geomorphology & Soil Types :

The district can be divided into four broad physiographic divisions (1) Dewas plateau
(2) Kali Sindh Basin (3) Vindhyan Range (4) Middle Narmada valley.

The Dewas plateau extends over the north-western part of Sonkatch block and western
part of Dewas block. This division is a part of the Malwa plateau with higher elevation in the
north and plain land topography in the south. Chhoti Kali Sind and Kshipra rivers drain this
region. Dewas town is situated on this plateau. The maximum elevation is 700 m amsl, north of
Dewas town. A conical hill housing the shrine of Goddess Chamunda is located in Dewas town.

The Kali Sindh Basin is situated in the northeastern part of the district in a north-south
column covering Tonk Khurd and part of Sonkautch blocks. The Kali Sindh river flowing in the
centre forms its drainage system. This is the most fertile tract of the district.
3
 The Vindhyan Hill Range passes through the middle of the district in an east-west
direction forming a narrow strip. Kshipra and Kali Sindh rivers originate from north of this
range, while the tributaries of the Narmada originatefrom south of it.

Fig:2 Physiography

The maximum elevation is 758 m amsl at Bhainsore and minimum is 456 m amsl near
village Palasi, both in Bagli Block.

Middle Narmada valley division falls in the Malwa plateau and covers the southeastern
part of the district. It covers the Khategaon, Kannod and southern part of Bagli blocks. The
Narmada river flowing east-west forms the southern boundary of this division, as well as, of the
district. The division is covered by extensive forests. It is a low lying area with a maximum
elevation of 405 m amsl near village Serali in Kannod block and minimum 200 m amsl near
village Kotmir in Bagli Block.

1.4 Drainage:
The district falls under two major drainage basins - the Ganga in the north and the
Narmada in the south. The rivers are rivers of antiquity. They have broad, flat, shallow valleys

4
with low imperceptible gradients, because their channels have reached the base level of
erosion. Vertical erosion has ceased and lateral erosion is taking place.

Fig.3 Drainage

Fig.4 Water Bodies

5
1.5 Agriculture/Irrigation/Cropping pattern
As shown in table No 2 , Gross sown area of Dewas district is 202341 ha .

Table No.2; Gross Sown Area Of Dewas District

Area Type of soil Gross Area Area irrigated by Area Irrigated

sown (ha) surface water by GW
(2013-14) (ha) (ha)
(2013-14) (2013-14)
Dewas Black Cotton soil, mixed 202341 17422 184919
Distict soil, gravelly sandy soil
and Red Loamy soil

Table No.3: Area Irrigated by Different Source In Dewas District.

Block Area Area Total Area Area Area Total Area

Irrigated Irrigated Irrigated Irrigated Irrigated by Irrigated
by Dug by Tube by Ground by Canals by Surface
Well Well Water Balram Water Area
Area in Ha Talab in Ha

Bagli 13534 6186 19720 94 3794 3888

6
 Dewas 14435 48495 62930 2496 402 2898
Kannod 7917 3426 11343 0 0 0
Khategaon 25369 31140 56509 1843 0 1843
Sonkatch 13822 5598 19420 800 563 1363
Tonk khurd 10310 4687 14997 7430 0 7430
Total 85387 99532 184919 12663 4759 17422

1.6 Prevailing Recharge practices

Artificial Recharge Studies by CGWB
The Central Ground Water Board, under the Central Sector Scheme, has been extending
technical and financial support to the State Government for implementing practices in rural
and urban areas of the district. Five such projects were taken up. Besides, a study for artificial
recharge was also conducted in Bank Note Press located in Dewas city.

Artificial Recharge Structures in Londri watershed, Dewas district

The Londri watershed lies in the Sonkutch block of Dewas district. The central part of
this watershed is occupied mainly by alluvium, which is primarily a flood plain deposit. Studies
had indicated that in the alluvium area, out of 6.35 MCM annual utilizable recharge, the annual
ground water draft is only 0.11 MCM. Owing to the valley gradient, there is outflow of water to
the Londri river in the form of base flow.
The ground water fluctuation in the area is also high, ranging from 2.0 to 5.0 m.
Conservation of base flow will provide additional ground water for irrigation and other uses
during the lean season.
In the central part of the Londri river, an area of 34.5 sq. km is covered by alluvium. It
occurs along the banks of the Londri river and its thickness generally ranges between 7.0 to
27.0 m. It is predominantly a flood plain deposit comprising sand, gravel, silt, kankar and clay.
The alluvium is more clayey and shows wide variations in textural characteristics.
These structures have low cost design and demonstrate the applicability of various
artificial recharge structures. The approximate distance between the structures is 700 to 750
meters. The salient features of the design are given below
(a) Gabion structure:- a gabion structure of length 24 m, height 1.20m and depth 0.90m has
been constructed across the Londri river. The bottom width is 0.60 m and top width is 0.30 m.
Boulders have been enveloped in a steel mesh. This structure helps in arresting the soil erosion,
reducing the silt content of the surface runoff apart from recharging the phreatic aquifer.
(b) Boulder Check Dam:- A boulder check dam of length 13.10 m, height 1.0 m, slope1:3 m in
the upstream side and 1:2 m in the downstream side has been constructed. The puddle filling is
down to a depth of 0.6 m.
(c) Stop Dam:-A stop dam of length 24.40 m. top width 1.40 m and bottom width 2.30 m has
been constructed across the Londri river. The depth of the dam is 1.50 m while the height is
0.70 m.
7
(d) Sub-surface dyke:- The length of the subsurface dyke is 26.20 m, depth 4.90 m, top width
3.0 m and bottom width 2.0 m. The puddle filling is of black cotton soil, which has been
wrapped in a cross-laminated polythene sheet.
These artificial recharge measures have had a good impact in the area. Due to the
construction of the subsurface dyke and related structures, the water level in the area has
shown a rising trend. The water level in the existing boreholes increased by 0.30 to 2.00 m. Dug
wells, which were drying up by January end have water column till the end of April.

Roof Top Rain Water Harvesting in Dewas city

Dewas is an important city of the Malwa region of the Madhya Pradesh. With coming of
industries in the area, demand for water has increased many folds. During summer, water for
drinking and industrial use in Dewas city is being supplied by tankers and was even brought by
special water trains in the past years.
Due to industrialization, urbanization and overall development process of the city, the
paved area has also increased, resulting in reduction of natural ground water recharge and
increased rainfall runoff.
Realizing the gravity of the situation, the State government intiated management
aspects of ground water through ‘Bhujal Samvardhan Mission’ to emphasize mass awareness
about water conservation and artificial recharge and executing schemes of artificial recharge
through peoples’ participation.
In Dewas city and surrounding areas, 1000 houses having service boreholes were
selected where the users agreed to implement rooftop rain water harvesting. The roof top
rainfall was diverted to the borehole via a drainage pipe. The water of the first rain was allowed
to go through the flush drain. An online filter was fitted on the drainage pipe and the outlet of
the filter was connected to the borehole.
The filter is of a cylindrical shape having a diameter of 200 mm. This filter is fitted on the
drainage pipe with a reducer of 100 mm diameter. There are three wire mesh screens at the
inlet, middle part and the outlet. The filter is filled with sand, gravel and pebbles in a graded
manner. The outlet of this filter is connected to the borehole. In between, there is an opening
with a cap for inspection as well as chlorination of water, if required.
It has been estimated that a recharge of 50,000 m3 of water was recharged and an area
of around one sq. km was benefited (the above figures are for the year 2001 during which
period Dewas had a deficit rainfall of around 40%). There was a marked increase of water levels
in the bore wells (3-5 m) and the ground water abstraction structures showed increased
sustainability. Moreover, there was a perceptible increase in the quality of ground water.
Similar figures have been reported from places outside Dewas city where the filter was
installed.
Construction of Recharge Shafts in Dewas district
In Dewas district, it was observed that there were a number of dug wells which were dry or had
deep water levels, in spite of having a village tank nearby. This condition was attributed to the
8
deposition of a non-permeable layer at the bottom of the tank, which proved to be a hydraulic
barrier between the surface water and the phreatic aquifer. This layer was to be punctured by a
recharge shaft providing a connection between the surface water and the phreatic aquifer. As
the existing tanks were being used by the villagers for ‘nistar’ purposes, the shafts would be
constructed at 50% RL of the Full Tank Level (FTL). Thus, only 50% of the water would be
recharged and 50% would remain in the tank for ‘nistar’ purposes. Construction of recharge
shafts in two tanks viz. Harnawada in Tonkkhurd block and Mendkichak in Dewas block was
initially proposed. After that Polay and Agrod in Tonkkhurd block and Randankhedi in Dewas
block were selected. Total No of-14 Shafts were constructed.
Artificial Recharge Studies in Dewas Bank Note Press Area
Central Ground Water Board has also extended technical know-how to Bank Note Press
authorities in Dewas city for recharging ground water. The Bank Note Press (BNP), which is an
undertaking of Government of India, is situated within the municipal limits of Dewas city. It
covers an area of 1.95 Sq.km and is situated between elevations 539 and 543 m amsl with a
gentle slope towards south west and north east. Thus, a NW-SE water divide runs through the
BNP and divides semi-perennial Shipra in the west and Choti Kalisindh in the southeast.
In the BNP premises, around 32 boreholes have been drilled within the depth range of
80 to 150 m. The large number of bore holes in close proximity to each other, and continuous
pumping without consideration to the duration of pumping and safe pumping rates has
resulted in dewatering of the first and second semi-confined aquifers occurring within the
depth of 40 to 70 m.
Hydrogeological studies in and around the BNP complex revealed that there are aquifer
systems within the depth range of 527 to 500 m amsl, which had dried up. This was also
confirmed through slug tests conducted on a dug well and a defunct tube well.
The only suitable and appropriate method of artificial recharging in the area is to inject
water through conduit pipe down to the aquifer at the required depth. In view of the situation
in the BNP complex, storm water or surface run off from the ground catchments was managed
in such a way that the arrested water found its way through injection wells constructed in
recharging pits with inverse gravel sand filter. These structures are basically low cost with
simple construction details to facilitate downward journey of water to the aquifers within the
depth range of 27-33 m.

Roof Top Rain Water Harvesting in District Hospital Dewas city

Total roof area of the Hospital building is 3850 sq.km, where as normal annual rainfall is
about 1045 mm, the total water available for recharging works out to 4023 cubic meter. Roof
Top Rain Water of Hospital building passes through Filter Pit and then poured into Dug Well.
Depth of dug well is 11m.bgl and diameter is 4.80 m.

9
Demonstrative Project for Artificial Recharge –“Dewas Watershed”
Under the Central sector Scheme of CGWB one Demonstrative Project “Dewas
Watershed” is taken up with Public Health Engineering Department, Dewas, Madhya Pradesh
Government.
Ministry of water resources has financed Rs 49.06 Lakhs to construct various artificial
recharge structures in the Upper Reaches of Choti Kalisindh River, under this project Stop Dam
–11, Gabion-10, Recharge Shaft –01,Percolation tank –01,Sub-Surface Dyke-01 and Rooftop
Rain water harvesting –02 is to be constructed and impact analysis is to be done in the year
2007-08.

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 CHAPTER-II
DATA COLLECTION AND GENERATION

2.1 Hydrogeology - Aquifer System and Aquifer Parameters

Archaean:
These rocks are basically hard and compact with no primary porosity. Ground water
occurs in these in the secondary porosity created by weathering, jointing and fracturing. The
intensity and depth of weathering and the frequency of joints and fractures control the ground
water potential. These formations form poor to moderate aquifers. The depth of weathered
mantle varies from a thin film to about 15m in topographic lows. The joints and fractures close
down below 25 to 30 m. Ground water occur under water table conditions. These rocks mostly
support dug wells with a few tube wells at some places. The tube wells yield 1-2 lps for
considerable draw downs. The dug wells range in depths between 5 - 15 m and 2- 8 m in
diameter. Open wells yield about 8 lps on an average for about 2 - 3 hours of pumping.

Bijawar:
These rocks are impervious and devoid of joints and fractures. The weathering in these
rocks is limited to the upper surface only between 10 to 25 m. Ground water occurs in the
weathered portions under water table conditions with limited potential. Dug wells are generally
constructed with depths between 8 - 16 m and diameters of the order of 3 - 8 m. The open
wells yield about 1 lps or less.

Vindhyan:
The Vindhyan sandstones have primary porosity, but this depends on the degree of
compaction. It could vary from impervious to as high as 30%. Hence again ground water
availability is controlled by secondary porosity generated by weathering, jointing and fracturing.
Lineaments and their intersections are holders of ground water, which occurs under water
table conditions. The open wells may yield about 1lps or less. Bagh Beds: These form
unconfined aquifers when the sandstone and conglomerate are rendered permeable due to
secondary porosity. But as these formations occupy a very small area in the district they are not
significant.
Deccan Trap:

These form the most important aquifers due to the large aerial extent in the district. The
district is covered by a large number of basaltic lava flows. The weathered, jointed, fractured or
vesicular unit of each flow forms moderately potential aquifers. The zeolitic basalt when
weathered also forms potential aquifers. The Red Bole is unproductive but forms a confining
layer and also indicates the presence of a productive horizon below. Dug wells in this formation
range in depth from 4 - 22 m having diameters between 2 - 11m. Ground water occurs mainly
under water table conditions.

11
 The discharges vary from 13 - 29 m3/hr for small draw down, less than 1.7m. The specific
capacity ranges from 26 - 170 lpm/m of draw down. It is high in highly weathered basalt, widely
variable in weathered basalt and low in jointed massive basalt. The yields are mostly upto 5 lps,
being higher, 10 – 12 lps in some cases; the yields are higher in Khategaon block. In multiple
flow areas ground water is also found under semi confined to confined conditions sustaining
tube wells

Fig2. Hydrogeological map of M.P.

Alluvium:
The alluvium forms good aquifers wherever sufficiently thick. But the occurrence of
alluvium in the district is limited and thickness is only between 10 - 25 m. Ground water occurs
under water table conditions.

2.2 WATER LEVELS

Ground water levels form a very important parameter of the ground water system, as
these are its physical reflection. The groundwater balance expresses itself in the change in
water levels; hence a continuous record is important and useful. CGWB has 16 National

12
Hydrograph Stations (NHS) and 11 Peizometers in Dewas district. Due to large-scale ground
water development the dug wells are drying up.
Pre-monsoon (May 2015)
Depth to water level during pre-monsoon, 2015r ranged between 2.90m bgl at Pipri and
24.47m bgl at Bhonrasa. Water levels, in general fall between 5 - 20 m bgl. Shallow water levels
of less than 5 m bgl occur in a patch in the south-western part of the district falling in Bagli and
Kannod blocks. Deeper water levels, more than 20 m occur in Sonkach, Tonk Khurd and Dewas
blocks. In Dewas, Sonkach and Tonk khurd blocks wells are fast drying up perhaps due to higher
ground water development.During May 2015, pre-monsoon the depth to water level in Dewas
districta as shown in Fig 3

Fig 3. Depth to water Level(Pre-monsoon)

Post-monsoon (November 2015)

During post-monsoon period of the same year, November 2015, the water levels varied
from 0.06m bgl at Dhayali to 15.19m bgl at Bhonrasa. The water level, in general lies between 2
to 10 m bgl during this period. Shallow water levels, less than 5 m bgl occur in a small part of
the district covering parts of Bagli, Dewas,Sonkutch & Tonkkhurd blocks. Deep water levels
above 10 m bgl occur in the northern part in Sonkach, and northnern part of Tonk khurd blocks
as shown in Fig 5.

13
 Fig 5. Depth to Water Level (Post-monsoon)

Water level Fluctuation ( May 2015-Nov 2015) :

Major part of the district shows seasonal fluctuation more than 4 m and in small parts of
block Dewas,Bagli, Kannod and Khategaon shows fluctuation less than 2m and in between 2-4m
as shown in Fig 6.

14
 Fig 6. Water Level Fluctuation

2.3 Exploratory Drilling:

CGWB under its exploration programme drilled 35 borewells and 11 Piezometers on the
basis of litholog and aquifer perimeter sub surface lithology of the area is inferred and 3-D ,
Section and Fence of the district has been prepared .and the salient detail of these drilled bore
wells is given in Table No2.
Fig 8. Exploration

15
Table 4: Location of Exploratory Bore wells

Location Longitude Latitude

Amona 76.2500 23.1400
Badnawar 76.8946 22.6633
Bagli(D) 76.3400 22.6500
Bairagarh 76.0543 23.0182
Barkera 76.3266 22.9541

Badmau 76.4067 22.5553

Besum 76.6826 22.4468
Chandana 76.0000 22.9600
Chaprai 76.2497 22.4636
Chobara dhir 76.3500 23.0900
Datotar 76.1300 23.1600
Devgarh 76.3736 22.6924
Dewas(D) 76.0500 22.9500
Guraria Bhil 76.1000 22.8800
Hatpipliya 76.3000 22.9500
Kanad 76.1239 22.4792
Kelod 76.1100 22.8300
Kethoda 76.3400 22.9600
Khatamba 76.1400 22.9800
Khel 77.0139 22.6208
Lohar Pipalya 76.0000 22.9100
Mendkichak 76.0300 22.9600
Nemsa 76.6058 22.4357
Newari
76.2702 22.7615
Purohi 76.9611 22.7406
Rajoda 76.1000 22.9400
Sanwer 76.3400 22.9800
Sirodia 76.9113 22.5681
Sirolia 76.2897 22.6118
Siroliya 76.1400 22.8700
Surani 76.6367 22.6147
Tiwadia 76.9192 22.6921
Vijayganj mandi 75.9600 23.2100

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Table-5: Salient Features of Exploratory Boreholes Drilled in Dewas District

S.N. District Longitude Month Depth Aquifer zones Formation Discharge SWL Tested DD S.P.
Village /Latitude of (mbgl) (mbgl) during (MBGL dischar (m) Cap
Drillin drilling ) ge (ips) L/m/
g (ips) HP m of
d.d
1 2 3 4 5 From To 8 9 10 11 12 13
1 Khatamba 76 08' 10" Feb., 200 105.06 110.01 Vesicular 0 92.9 0.9/5 4.07 13.26
23 57' 35" 2002 Basalt
2 Mendkichak Feb., 200 33.15 34.65 Vesicular 0 >100 1.0/5 0 0
2002 Basalt
3 Chandana Feb., 200 24.75 30.7 Weathered 0.5 45 0.9/5 45.33 1.19
2002 basalt
4 Lohar/Pipal 75 59' 46" Feb., 200 44.71 47.55 Weathered 0.78 39.51 5.28/5 7.92 40.02
ya 22 54' 40" 2002 basalt
5 Siroliya 76 08' 10" Feb., 200 64.61 76.96 Weathered 0 >100 1.55/5 0 0
23 52' 00" 2002 basalt
6 Kelod 76 06' 25" Feb., 143.57 23.46 31.36 Weathered 0 89.28 0.2 0 0
22 50' 00" 2002 basalt

7 Guraria bhil 76 06' 04" Feb., 200 63.6 73.2 W/ 1 51.14 5-Jan 48.72 1.23
22 53' 05" 2002 vesicular
basalt
8 Rajoda 76 05' 45" Feb., 200 133.65 138.6 Vesicular Meagre 63 0 0 0
23 56' 40" 2002 Basalt
9 Baiaghar 75 56' 50" Feb., 200 Dry 0 0 0 0 0 0
23 02' 00" 2002
10 Vijayganj- 75 57' 30" Feb., 205.15 79.45 91.3 Weathered 0 >100 0.75/ 0 0
Mandir 23 12' 50" 2002 basalt 2.5

17
11 Dattotar 75 57' 00" March 196.25 101.25 116.95 Weathered 0.14 75.89 2.0/ 5 7.7 155.8
23 14' 40" , 2002 126.95 136.85 basalt 0.78 5
161.6 166.55 Vesicular 2
191.3 195.8 basalt 2.5
Vesicular
basalt
Vesicular
basalt
12 Barkhera 76 07' 40" March 200 24.25 30.18 Vesicular 0.5 42.78 1.5/2.5 47.54 1.89
23 09' 28" , 2002 64.52 70.42 basalt 1.5
w/vesicular
basalt
13 Amona 75 15' 12" March 200 97.65 112.5 Vesicular 0.5 29.45 2.3/3/ 69.76 2
23 08' 30" , 2002 147.15 162 basalt 1.5 5
w/vesicular
basalt
14 Chobara March 200 86.37 92.27 Weathered 0.2 65.38 0.3 0 0
dhir , 2002 146.72 151.67 basalt 0.4
Vesicular
basalt
Vesicular
basalt
Vesicular
basalt
15 Sanwar 76 20' 28" March 200 81.44 91.34 Vesicular 0.14 64.9 2.0/5 31.35 3.82
22 58' 30" , 2002 106.19 111.14 basalt 0.58
133.34 140.84 Vesicular 1.51
160.64 185.39 basalt 2.14
Vesicular
basalt
Vesicular

18
 basalt
Vesicular
basalt

16 Kathoda 76 20' 30" March 200 107.15 112.1 Vesicular 0.1 85.72 0 0 0
22 57' 30" , 2002 basalt
17 Hat Pipalya 76 18' 02" March 200 Dry 0 0 0 0 0
22 57'03" , 2002
Vesicular
18 Newari 200 22-30 137-145 2
basalt
115- Vesicular
19 Sirolia 200 146-152 5
123 basalt
Vesicular
20 Kelod 200 2.5
basalt
Vesicular
23-27 69-80
21 Chaprai 150 Fractured 4.76
92-97 120-140
basalt
Vesicular
34.5-
22 Bedamou 175 46-55 Fractured 46
41
basalt
19-25 Vesicular
23 Devgarh 150 129- 92-97.5 Fractured 4.76
142 basalt
Vesicular
24 Surani 150.5 Fractured 0.5
basalt
Vesicular
25 Besum 151 Fractured 0.5
basalt

19
 Vesicular
26 Nemsa 165.9 Fractured 2
basalt
Massive
27 Bechkna 101.6 Dry
basalt
Vesicular
25-
28 Badnawar 170.8 122-133 basalt/ 23.55
29.3
sandstone
29 Tiwadia 151.6
Fractured
69.5-
30 Puroni 129.3 &Weather
80.00
ed Granite
Fractured
52.90-
31 Khel 163.3 120-133 &Weather 11.8 0.14
64.6
ed Granite
62.1-
Fractured
64.9
32 Sirodia 151.9 78.2-85.1 &Weather 12.1
134.4-
ed Granite
147.0

20
2.4 Ground Water Quality:

The electrical conductivity (EC) is a measure of total dissolved solids and hence of
salinity. Ground water is in general fresh in the district, EC being below 2000 µ S /cm at 25oC
except at Bhesuni village where EC is 2930 µ S /cm at 25oC. The EC is below 1000 µ S /cm in
large parts of Khategaon and Kannod blocks and patches in the remaining blocks. The EC is
higher 1000 - 1500 µ S /cm in four blocks and patches in Khategaon and Kannod blocks. EC
between 1500 - 2000 µ S /cm occurs around Dewas, Matmor, Pipri and Kanthaphor. The data
shows that the EC of deeper ground water varies from 621 - 4007 µ S /cm at 25oC. However, it
is on the higher side of the range, being above 2000 µ S/cm in 55% samples in Dewas, Sonkatch
and Tonk Khurd blocks.

Fluoride is high in 10% samples. Use of phosphatic fertilizers and bird droppings might
be contributing to fluoride concentration in ground water. Low fluoride concentration is also a
health hazard. A minimum of 0.6 mg/l of fluoride should be present in ground water. However,
in 52% samples the fluoride concentration is too low. Hence, it may be said that fluoride
problem, either way, occurs in a large area represented by 62% samples.
Nitrate pollution in ground water of Dewas district occurs around major towns Dewas,
Sonkatch, Bagli, Kanthaphor and Satwas, besides Bhesuni and Pipri. It also occurs at deeper
levels in some areas of Dewas block.. Ground water quality of Dewas District is given in Table
No6
Table 6 : Ground water quality of Dewas district

Block Location Latitude Longitude pH EC CO3 HCO3 Cl SO4 NO3 F

BAGLI Bagli 22.639 76.347 7.42 1096 0 189 167 96 70 0.01
BAGLI Bamohri 22.709 76.275 7.45 1480 0 195 163 170 176 0.07
DEWAS Bhesuni 23.233 75.993 7.65 1130 0 24 351 45 3 1.35
BAGLI Bhikupura 22.539 76.339 7.71 1090 0 226 184 86 12 0
SONKATCH Bhonrasa 22.988 76.207 7.60 880 0 287 60 35 104 0.21
KANNOD Bijawad 22.699 76.572 7.68 1368 0 281 89 250 85 0.41
DEWAS Dewas 22.974 76.068 7.51 2418 0 281 387 230 240 0.22
KHATEGAON Dhayali 22.546 76.800 7.35 550 0 244 28 16 23 0.67
KANNOD Kannod 22.664 76.751 7.47 1249 0 293 213 70 15 0.36
KANNOD Kantaphor 22.576 76.566 7.65 1295 0 311 174 68 95 0.34
BAGLI Karnawad 22.730 76.229 8.14 895 0 140 78 85 165 0.15
BAGLI Nevri 22.858 76.250 7.78 747 0 244 57 46 56 0.23
KHATEGAON Pipilianankar 22.586 77.001 8.39 1000 90 305 32 49 192 0.44
BAGLI Pipri 22.399 76.278 7.15 1210 0 348 145 80 40 0.97
BAGLI Punjapura 22.546 76.370 7.90 1204 0 415 85 95 53 0.05
KANNOD Satwas 22.534 76.682 7.95 887 0 317 71 31 63 0.44
BAGLI Udainagar 22.538 76.204 7.38 2455 0 232 365 238 341 0.3

21
 CHAPTER-III
DATA INTERPRETATION AND PREPARATION OF AQUIFER MAP

3.1 Data Interpretation:

Lithological data collected from CGWB bore wells, Piezometers,State ground water
Piezometers etc. were studied and aquifer geometry and properties interpreted . Detail
Lithologs of boreholes were studied and compressed datain form of Rockworks data sheet.

3.2 Lithological Model :

SurfaceElevation with Bore hole location Map

22
3.3 3D Cross section :

Borehole Lithology

Regional Lithology

23
 Aquifer disposition

Fence Diagram: 3- Disposition of Lithology

24
3.4 2D Cross section :

'

25
3-D interpretation of lithologs reveals that shallower and deeper weathered /fractured basalt is
separated by red bole and massive basalt in the district. Water levels are observed at different
depth of shallower as well as deeper fractured formation. The deeper fracture rechargesfrom
the leaky upper formations also.The Table No 7.shows that shallow Piezometer/ Dug wells and
deeper Piezometer water level.

Table No 7. Shallow Piezometer (S)/ Dug wells and Deeper Piezometer (D) water level.

Village Pzmt.WL Village Dug Well .WL

Tonkkhurd(S) 8.24 Bhesuni 8.11
Dewas(S) 6.99 Dewas 7.11
*Dewas(D) 9.96 Alari 9.01
Sonkutch(D) 25.8 Bhonrasa 16.73
Sonkutch(S) 26.77 Matmore New 10.92
*Hatpipliya(S) 15.02 Nevri 12.07
Bagli(D) 26.34 Karnawad 14.91
Bagli1 11.53 Bamohri 10.52
Khategaon(D) 39.61 Bhikupura 3.71
Khategaon(S) 29.94 Pipri 7.01
Bijawad(D) 21.55 Punjapura 2.76
Bijawad(S) 5.36 UdainagarDW 10.98
Punjapura 2.82
Dhayali 8.04
Pipilianankar 10.82
Bijawad 5.18
Kannod 15.18
Kantaphor 5.53
Kusumania 5.53
Satwas New 12.03

26
3.5 Conceptual Model of Aquifer Deposition :

3-D Model

I - (Shallowaquifer -weathered/fractured)II - ( Deeper aquifer - Vesicular/ Fractured)

( 0 to 30 m.bgl ) (30-200 m.bgl)

27
 CHAPTER-IV
GROUND WATER RESOURCES

4.1 Dynamic Ground Water Resource & Draft :

The dynamic ground water resources of the Madhya Pradesh State assessed jointly by
the CGWB and State Ground Water Departments under the supervision of the State level
Committees. The base year of computation of the resources is 2012-13.

The dynamic ground water resources are also known as Annual Replenishable Ground
Water Resources since it gets replenished/ recharged every year. The Annual Replenishable
Ground Water Resource for the Dewas Districthas been assessed as 10985.35 ham. The major
source of ground water recharge is the monsoon rainfall. Block -wise Ground Water Resources
of Dewas District as on March, 2013 is given in Table No 8 and the presents the over-all
scenario of ground water resource utilization and availability of the District. The contribution
from other sources such as canal seepage , return flow from irrigation, seepage from water
bodies etc in Annual Replenishable Ground Water Resource is more than of 33% in the states.

The assessment of ground water draft is carried out based on the Minor Irrigation
Census data and sample surveys carried out by the State Ground Water Departments. The
Annual Ground Water Draft of the entire district for 2012-13 has been estimated as 8055.12
ham. Agriculture sector remained the predominant consumer of ground water resources.
About 80 % of total annual ground water draft i.e. 678 mcm is for irrigation use. Only 127 mcm
is for Domestic & Industrial use which is about 20% of the total draft. An analysis of ground
water draft figures indicates that in the district 85.26% is stage of ground water development.

The status of ground water development is very high in the two blocks i.e Dewas and
Sonkutch where the Stage of Ground Water Development is more than 100%, which implies
that in the block the annual ground water consumption is more than annual ground water
recharge. the stage of ground water development is 70% and above. In rest of the block the
stage of ground water development is below 70%. The ground water development activities
have increased generally in the areas where future scope for ground water development
existed. This has resulted in increase in stage of ground water development . List of
categorization of Blocks / Districts is given in Table No 8.

28
Table No 8. Dynamic Ground Water Resource( Zone of Fluctuation)
Existing
Net
Gross
Allocatio Ground
Existing Ground Existing
n For Water Stage of
Net Gross Water Gross
Domestic Availabili Ground
Assessment Command Ground Ground Draft for Ground
& ty for Water
District Unit / / Non Water Water Domesti Water
Industrial Future Develo
District Command Availability Draft for c & Draft for
Water Irrigation pment
in Ham Irrigation Industria All Uses
Supply in Develop in %
in Ham l Water in Ham
Ham ment in
Supply in
Ham
Ham
DEWAS Bagli Command 517.96 88.47 17.06 105.53 28 401.49 20.37
Non
Command 19027.78 12224.22 1125.49 13349.71 1309 5494.56 70.16
Block
Total 19545.74 12312.69 1142.55 13455.24 1337 5896.05 68.84
Non
DEWAS Dewas Command 18164.87 18340.17 1162.04 19502.21 1162.04 -1337.34 107.36
Block
Total 18164.87 18340.17 1162.04 19502.21 1162.04 -1337.34 107.36
DEWAS Kannod Command 1859.99 381.02 50.51 431.53 89 1389.97 23.2
Non
Command 10605.44 7670.05 419.1 8089.15 726 2209.39 76.27
Block
Total 12465.43 8051.07 469.61 8520.68 815 3599.36 68.35
Non
DEWAS Khategaon Command 11972.11 10254.82 438.27 10693.09 567 1150.29 89.32
Block
Total 11972.11 10254.82 438.27 10693.09 567 1150.29 89.32
Non
DEWAS Sonkutch Command 11197.68 11161.8 555.99 11717.79 555.99 -520.11 104.64
Block
Total 11197.68 11161.8 555.99 11717.79 555.99 -520.11 104.64
Non
DEWAS Tonkkhurd Command 10985.35 7757.1 298.02 8055.12 518 2710.25 73.33
Block
Total 10985.35 7757.1 298.02 8055.12 518 2710.25 73.33
DISTRICT
TOTAL 84331.18 67877.65 4066.48 71944.13 4955.03 11498.5 85.31

29
Table No 9. Ground Water Resource& Draft ( Above&Below Zone of Fluctuation):

Ground Draft
Existing
Name Thickn Net Water from
Gross
of ess of Ground Resourc Total Second
Command Ground
Assess Aquifer Specific Water es Resource Aquifer
/ non- Water
ment Below Yield Availabili (below First ( Below
Command Draft for
Unit Deepes ty in Zone of Aquifer zone of
All Uses
(Block) t WL Ham Fluctuat Fluctuat
in Ham
ion) ion)
Command 6.4 0.02 517.96 488.70 1006.66 53.45 105.53
Bagli Non- 0.01/
Command 2.8 0.02 19027.78 7311.11 26338.89 8181.75 13349.71
Block Total Bagli 0.0 19545.74 7799.81 27345.55 8236.07 13455.24
Non-
Dewas
Command 0.9 0.02 18164.87 1707.91 19872.78 5202.68 19502.21
Block Total Dewas 0.0 18164.87 1707.91 19872.78 5202.68 19502.21
Command 6.6 0.02 1859.99 1933.41 3793.40 226.04 431.53
Kannod Non-
Command 2.3 0.02 10605.44 3416.58 14022.02 3412.18 8089.15
Block Total Kannod 0.0 12465.43 5349.99 17815.42 2526.85 8520.68
Khate Non- 0.02/
gaon Command 2.2 .015 11972.11 2922.49 14894.60 3080.27 10693.09
Block Total 10693.09
Khategaon 0.0 11972.11 2922.49 14894.60 3080.27
Son Non-
kutch Command 0.4 0.02 11197.68 516.11 11713.79 3758.54 11717.79
Block Total 11717.79
SonKutch 0.0 11197.68 516.11 11713.79 3758.54
Tonk Non-
khurd Command 1.6 0.02 10985.35 1935.33 12920.68 3294.19 8055.12
Block Total Tonk 8055.12
Khurd 0.0 10985.35 1935.33 12920.68 3294.19
20231.6 104562.8 26098.6 71944.13
District Total 0.0 84331.18 3 1 0

4.2 Static Ground Water Resource &Draft :

Ground Water Resource of fracture formation below zone of fluctuation upto 30m
depth is 20231.631 hamand 30-200 m bgl depth is computed 28854.1.Total Static ground

30
water resources of the district is 49085.73 ham and draft of bore well /tube well is also
calculated separately a45845.53ham and 26098.60 ham given in table no 9.

4.3 Draft :

Table No 10. Static Ground Water Resource

Static
Static
Net Ground Ground Total Total
Ground Total
Water Water Resources Ground
Name of Command Water Static
Availability Resources First water Draft Draft
Assessment / non- Resources Resources
in Ham First Aquifer Aquifer Resource from from
Unit (Block) Command Fracture ( Cl 4+6)
(Zone of (Below zone ( 0-30m) s First Second
zone ham
fluctuation) of (Cl 3 +4 ) ham Aquifer Aquifer
(30-200m)
fluctuation) ham ham
1 2 3 4 5 6 7 8 9 10
Command 517.96 488.696 1006.66 192.4 681.096 1199.06 52.08 53.45
Bagli Non-
Command 19027.78 7311.111 26338.89 8850 16161.11 35188.89 5167.96 8181.75
Block Total Bagli 19545.74 7799.807 27345.55 9042.4 16842.21 36387.95 5219.17 8236.07
Non- 14299.5
Dewas
Command 18164.87 1707.905 19872.78 4998.05 6705.955 24870.83 3 5202.68
14299.5
Block Total Dewas
18164.87 1707.905 19872.78 4998.05 6705.955 24870.83 3 5202.68
Command 1859.99 1933.405 3793.40 734.8 2668.206 4528.20 205.49 226.04
Kannod Non-
Command 10605.44 3416.583 14022.02 3669.8 7086.384 17691.82 4676.97 3412.18
Block Total Kannod 12465.43 5349.989 17815.42 4404.6 9754.59 22220.02 5993.83 2526.85
Non-
Khategaon
Command 11972.11 2922.493 14894.60 4381.55 7304.044 19276.15 7612.82 3080.27
Block Total Khategaon 11972.11 2922.493 14894.60 4381.55 7304.044 19276.15 7612.82 3080.27
Non-
Sonkutch
Command 11197.68 516.105 11713.79 2906 3422.106 14619.79 7959.25 3758.54
Block Total SonKutch 11197.68 516.105 11713.79 2906 3422.106 14619.79 7959.25 3758.54
Non-
Tonkkhurd
Command 10985.35 1935.33 12920.68 3121.5 5056.83 16042.18 4760.93 3294.19
Block Total Tonk Khurd 10985.35 1935.33 12920.68 3121.5 5056.83 16042.18 4760.93 3294.19
133416.9 45845.5 26098.
District Total 84331.18 20231.631 104562.81 28854.1 49085.73 1 3 60

31
4.4 Conceptual Model of Recharge &Draft :

Conceptualisation of Aquifer system, Dewas District

Recharge: 843.83 MCM/yr

Shallow Aquifer - weathered/ Fractured( 0 to 30 m.bgl

Surplus runoff
) Available : 1614.79 MCM
Deep Aquifer –- Vesicular /Fractured( 30 to 200 m.bgl)
Non Committed
run-off :488.44MCM
( 0.23 MCM/Sq.Km, source CWC)

GW Resource
Shallow Aquifer
Dynamic: 843.31 MCM
Static ( Below water level fluctuation) : 236.42 MCM
Deep Aquifer
Static -288.54 MCM
Present Stage of GW Development 85% ,
Stage of GW Development After Intervention 70%

32
 CHAPTER-V
GROUND WATER RELATED ISSUES

5.1 Ground Water Depletion

In last two decade Dewas district has shown tremendous growth in Industry as well as
in Agriculture sector , resultant is pressure came on ground water utilization ,Groundwater is
the only source of irrigation in 80 % of the area except in the Southern part where canal
irrigation exists. Farmers solely depend on groundwater for irrigation. Every year number and
depth of bore wells are increasing. The yield of the dug wells in shallow aquifer (0-30 mbgl) is I
reduced due to over development of deep fractured aquifer by bore wells. The phreatic aquifer
is recharged during monsoon and the dug wells sustains for 3 to 4 months only The dug wells
sustain only for 2 to 3 hours of pumping with a drawdown of 2 to 5 m. Decline in groundwater
level is observed 0.3 to 0.40 m/yr in Sonkutch Block and .0.20 to 0.40 m/yr in Dewas Block. The
saturated thickness of the shallow aquifer in monsoon is 3 to 10 m. and Non-monsoon : 0.5
to 6 m. In the year 2012-13 Ground water resource of District was computed and data reveals
that Dewas block having stage of ground water development 107.36%,Khategaon Block 89.32%
& Sonkatch Block 104.64% and they were categorized Over Exploited, Semi Critical and Over
Exploited respectively.

5.2 Ground Water Quality :

Ground water quality of Dewas district is in general good analysis report as given in
Table 10 except in two blocks namely Kannod and Khategaon , where PHED has collected
samples from hand pump and they found Fluoride concentration >1.5 mg/l in20 villages of
Kannod block and 34 villages of Khategaon.These hand pumps are fitted with fluoride filter
.Drinking water supply to the villages affected by high concentration of fluoride is being done
by assured drinking water scheme from Treatment Plant attached with Hand Pump(Govt. of
MP). as shown in Fig No In these two blocks , High fluoride conc. Exists in and Pump/Bore well
depth upto 120 m (>400Feet)Maximum Fluoride concentration is 3.8 mg/l.Mostly borewells
show high conc. of Fluoride than dug wells. (source : Fluro apatite), Villagers are affected with
dental and skeletal fluorosis.

33
Villages affected by high concentration of fluoride is being done by assured drinking
water scheme from Treatment Plant attached with Hand Pump(Govt. of MP

Fig 11

34
 CHAPTER-VI
GROUND WATER MANAGEMENT STRATEGIES

6.1 District Ground Water Management Plan

The demand of fresh water for agriculture, drinking and industrial uses etc. has
significantly increased due to population growth and socio-economic development. As surface
water resources in the district are in-adequate, the dependability on ground water resources
has increased substantially. This has resulted in rapid exploitation of ground water resources vis
a vis depletion of ground water levels in various parts of the State.

The District Dewas is one of the under stress rapid exploitation of ground water
resources in the district , ground water resources in the area are under continuous depletion.
Thus there is urgent need for taking up suitable water management interventions based on
integrated approach, which on one hand includes augmentation of ground water resources
through appropriate techniques, and on the other hand requires the adoption of suitable water
conservation measures, such as ensuring water use efficiency through creation of additional
water storage facility, maintenance/ renovation of existing water bodies etc. Water awareness
and capacity building of the stakeholders are also the important attributes of water
management interventions as envisaged in the National Water Policy.

Artificial recharge to ground water is one of the most efficient, scientifically proven and
cost effective technology to mitigate the problems of over exploitation of ground water
resources. The technology serves as a means for restoring the depleted ground water storage,
ameliorate the ground water quality problems and also enhance the sustainability of wells in
the affected areas. A detailed knowledge of geology, hydrogeology, land use pattern,
geomorphology and hydro-meteorological features are however, essential for selection of
appropriate artificial recharge techniques as well as design and sites of ground water recharge
structures.

As per directions of Ministry of Water Resources, River Development and Ganga

Rejuvenation, Government of India, preparation of Aquifer Management Plan for Dewas
district in the State has been prepared block wise as shown in Table no12 and financial out lay
plan is also shown in Table No13. Each Plan discusses the broad framework of ground water
situation in the block, status of water availability (both surface and ground water),
identification of feasible areas for interventions, feasibility of artificial recharge and other water

35
conservation structures, their design considerations, numbers and cost estimates. The expected
outcomes of the proposed interventions have also been elucidated and given in table no 17. As
Dewas district having Stage Of Development 85.26% after proposed intervention Stage Of
Development will be 62.59%.

Table No 11: Dynamic Ground Water Resource

GW Draft
for
GW Draft Domestic Stage of
Net GW for & Gross Develop -
Block Availability Irrigation Industrial Draft ment % Category
Bagli 195.46 123.13 11.43 134.55 68.84 Safe
Dewas 181.65 183.4 11.62 195.02 107.36 Over Exploited
Kannod 125.17 80.51 4.7 85.2 68.07 Safe
Khategaon 119.72 102.55 4.38 106.93 89.32 Critical
Sonkatch 111.98 111.62 5.56 117.18 104.64 Over Exploited
Tonk
khurd 109.85 77.57 2.98 80.55 73.33 Semi Critical
Total 843.83 678.78 40.66 719.44 85.26 Crictical

36
 Table No 12:Dewas District , Block Wise Management Plan
(Source Water for Artificial Recharge and number of Recharge Structure)

GW
Recharge Surfac Non- Rech No
Area Average through e commi arge of
suitable post- Un Avg. Sub- RWH Available water Surface tted Perc shaft Vill
for Rain monsoon saturate SP surface Structures Storage requi- water Run- olati / NB/ age
Area recharge fall water d zone Yield storage Construct Potential red Run-off off on Tube CD/ Po
Block (Sq Km) (Sq Km) (m) level (m) (m) (%) (mcm) ed (MCM) (MCM) (mcm) (mcm) (mcm) tank well CP nds
Bagli 2045.4 1808.48 0.84 4.25 1.25 0.02 33.91 0.99 32.92 43.79 470.44 141.13 44 88 307 177
Dewas 1007.44 999.61 0.84 5.07 2.07 0.02 41.38 1.77 39.62 52.69 231.71 69.51 53 105 369 221
Kannod 1463 880.92 0.84 4.17 1.17 0.02 20.61 0.53 20.09 26.71 336.49 100.95 27 53 187 64
Khate
gaon 1145 876.31 0.84 5.35 2.35 0.02 30.89 0.47 30.42 40.46 263.35 79.01 40 81 283 168
Son
kutch 681 518.2 0.84 5.48 2.48 0.02 25.7 0.96 24.75 32.91 156.63 46.99 33 66 230 128
Tonk
Khurd 679 624.3 0.84 4.96 1.96 0.02 24.47 1.77 22.7 30.2 156.17 46.85 30 60 211 108
226.7
TOTAL 7020.84 5707.82 4.88 1.88 0.02 176.97 6.48 170.5 6 1614.79 484.44 227 453 1587 866

37
 Table No13:Financial Outlay Plan

Volume
Volume of
of Water
Surface required Percolation Recharge shaft/ Renovation of
Water for Tanks NB/ CD/ CP Tube well Village Ponds Total
Area availabl recharg cost cost cost cost Cost of
Suitabl e for AR e RS in
District e for AR (MCM) (MCM) Nos (crores) Nos (crores) Nos (crores) Nos (crores) crores
Bagli 1808.48 470.44 43.79 44 8.8 307 30.7 88 4.4 177 3.54 47.44
Dewas 999.61 231.71 52.69 53 10.6 369 36.9 105 5.25 221 4.42 57.17
Kannod 880.92 336.49 26.71 27 5.4 187 18.7 53 2.65 64 1.28 28.03
Khategaon 876.31 263.35 40.46 40 8 283 28.3 81 4.05 168 3.36 43.71
Sonkutch 518.2 156.63 32.91 33 6.6 230 23 66 3.3 128 2.56 35.46
Tonk
Khurd 624.3 156.17 30.2 30 6 211 21.1 60 3 108 2.16 32.26
TOTAL 5707.82 1614.79 226.76 227 45.4 1587 158.7 453 22.65 866 17.32 244.07

38
6.2 INTERVENTION OF TECHNOLOGY

6.2.1 The drip irrigation technology

Rising demand for irrigation water a mid concerns of rowing water scarcity has brought
into renewed focus the need for improving water use efficiency and raising crop water
productivity. Great emphasis is being made on achieving water conservation through various
demand side management interventions encompassing technological options and policy
measures. Given the difficulties and political concerns associated with bringing about effective
policy reforms to achieve the objective of water conservation, this emphasis has generally
focused on technological solutions backed by soft policy interventions to aid and facilitate
adoption of technological solutions by farmers.

Micro irrigation technologies such drip and sprinkler systems are being increasingly
promoted as technological solutions for achieving water conservation. Of the two
technologies, drip irrigation, in its various forms, has been a relatively more important mode of
micro irrigation in India. Enough empirical evidences available from different parts of the
country to suggest that drip technology saves water and is cost effective and has significant
economic and social benefits.

Drip irrigation saves water and electricity for pumping water, uses less labor and leads to higher
crop productivity.

Farmers in India generally practice flood irrigation resulting in low water application and
use efficiency. The estimated surface irrigation water use efficiency in India is 35-40%. With
deteriorating surface water infrastructure and rapid declines in ground water tables in large
parts of the country, and in the face of increasing demand for water from all sectors of the
economy, there is a widespread concern for using the available water more efficiently. Micro
irrigation systems, comprised of drip and sprinkler technologies, have emerged as an effective
tool for water conservation and improving water use efficiency. While drip irrigation is ideally
suited for horticulture crops such as pomegranates, grapes, mangoes, bananas, guava,
coconuts, amla, and cash crops such as sugarcane, it is being used for cultivation of other crops
as well. Sprinklers are generally useful in undulating land planted with cereal crops. Despite
substantial efforts in promoting demands idea management technologies, in practice, drip and
sprinkler technologies have been slow to be accepted by farmers. Of the two, drip irrigation is
the more preferred technology.

Drip irrigation is an irrigation method which enables saving water by allowing water to
drip slowly to the roots of plants, either on the soil surface or directly into the root zone. Drip
irrigation methods range from simple bucket kit systems for small farms to automated systems
linking release of water to soil moisture conditions measured continuously by tension meters.
Drip Irrigation technologies can be categorized into two groups based on their technical,
economic and social attributes. These are low cost drip irrigation technologies and pressurized
systems. The low cost drip irrigation technologies include the “pep see3,”easy drip , various
kinds of affordable drip irrigation systems designed by IDE, and micro tube rip systems.

39
Drip Irrigation in India: current status and potential application

It is now possible to use drip and sprinkler irrigation to a wide variety of crops. Various
estimates of potential and actual area4under micro irrigation technologies have been made
available by different researchers and institutions.

Table No14:Selectedareacovered(inhectares)undermicroirrigationasat31October,2008

State Drip Sprinkler Total

Madhya 20,432 117,685 138,117

Pradesh

To reduce the ground water draft in Dewas district it is proposed that total irrigated
Area 184919 ha which is irrigated by ground water , if 50% of this area i.e. 92460 ha is to be
irrigate by using sprinkle then total ground water save in one year is about 74 MCM. The block
wise area proposed for irrigation through sprinkles is given in table no15.

Table No 15:Irrigated Area (ha) proposed for irrigation through sprinkler ,DEWAS
DISTRICT

50%
Irrigated
Area (ha)
proposed
for No. of Unit cost
irrigation Sprinklers (Rs) of Total Saving by
Irrigated through proposed sprinkler cost (Rs Sprinklar in
Block Area (ha) sprinkler / ha /ha in cr) MCM
Bagli 9860 25 2000 49.3 7.88
Dewas 62930 31465 25 2000 157.32 25.17
Kannod 11343 5672 25 2000 28.35 4.53
Khategaon 56509 28255 25 2000 141.27 22.60
Sonkatch 19420 9710 25 2000 48.55 7.76
Tonk khurd 14997 7499 25 2000 37.49 5.99
Total 184919 92460 462.29 73.96

40
 6.2.2 Change In Croping Pattern
Dewas district where as total irrigated area is 184919 ha and Irrigated Area under wheat
21101.5ha ,it is proposed that 50% of this wheat cultivated area change the crop cultivation
from wheat to gram then total saving of water will be 10.55 MCM .As Wheat requires minimum
four watering and whereas Gram requires only two watering . This change in cropping pattern
is block wise proposed in table no 16.

Table no16: Change in cropping pattern (Wheat to Gram)

50%Irrigated Area (ha) Water Saving by change in

Irrigated
District Block under wheat proposed cropping pattern in mcm
Area (ha)
for Gram cultivation @0.1 m

Dewas Bagli 19720 626 0.63

Dewas Dewas 62930 2439 2.44
Dewas Kannod 11343 1230 1.23
Dewas Khategaon 56509 1853 1.85
Dewas Sonkatch 19420 1714 1.71
Dewas Tonk khurd 14997 2690 2.69
Dewas Total 184919 10551 10.55

41
 Table No 17:Dewas District , Management Plan after Intervention

Water
Saving
Net by
GW GW change Stage of
Draft Additonal Availab Water in Developme
GW for Stage GW ility Saving croppin Total water Gross nt(%) after
Net Draft Domes of created after by g saved after Draft mangement
GW for tic & Devel by AR constr sprinkler pattern Intervention after plan
Availab Irrigati Industr Gross opme str.in uction in mcm in mcm ,Sprinkler+Ch interve implementa
Block ility on ial Draft nt % mcm AR str. @0.08 m @0.1 m ange in Crop ntion tion
134.5
Bagli 195.46 123.13 11.43 5 68.84 32.92 228.38 7.88 0.63 8.51 126.04 55.19
195.0 107.3
Dewas 181.65 183.4 11.62 2 6 39.62 221.27 25.17 2.44 27.61 167.41 75.66
Kannod 125.17 80.51 4.7 85.2 68.07 20.09 145.26 4.53 1.23 5.77 79.43 54.68
106.9
Khategaon 119.72 102.55 4.38 3 89.32 30.42 150.14 22.60 1.85 24.46 82.47 54.93
117.1 104.6
Sonkatch 111.98 111.62 5.56 8 4 24.75 136.73 7.76 1.71 9.48 107.70 78.77
Tonk khurd 109.85 77.57 2.98 80.55 73.33 22.7 132.55 5.99 2.69 8.69 71.86 54.21
719.4 1014.3
Total 843.83 678.78 40.67 3 85.26 170.5 3 73.97 10.55 84.52 634.91 62.59

42
 MANAGEMENT PLAN OF BAGLI BLOCK

Management Plan
Amount Total Cost
Items Statics Rs in Corers Rs in Corers GRO
Area in Sq Km 2045.4 UN
Rainfall in m 0.8407 D
Area Suitable for Recharge in Sq Km 1808.48 WA
Average Post Monsoon DTW in mbgl 4.25 TER
Unsaturated Zone in m 1.25 RES
Average Specific Yield in % 0.015 OU
Sub Surface Storage Potential (MCM) 32.9 RSE(
201
Surface Water Required (MCM) 43.79
3)
Runoff Available (MCM) 470.44
Shal
Non committed Runoff available (MCM) 141.13 low
No. of Recharge Shaft/ Tube Wells 88 4.40 Aqu
No. of Percolation tanks 44 8.80 ifer
No. of NB/CD/CP 307 30.70 47.44 1.
No . Of Village Ponds 177 3.54 yna
mic
Resources : 195.46
2. Static Resources : 102.37
3. Total Resources : 297.83
4. GW Draft : 52.19
Deep Aquifer
5. Static Resources : 90.42
6. GW Draft :82.36
Total GW Resources : 388.25
Total Ground Water Draft : 134.55
Stage of Ground Water Development: 68.84 (Command Area 20.37 %, Non Command Area
70.16%)
Category : Safe
Issues: Declining Water Levels in Non Command Area

43
 Proposed Artificial Recharge Structures, BAGLI Block, Dewas District

IMPACT

Water Total
Saving water
Net Water by saved Stage of
GW GW Saving change after Develop
Draft Additon Availab by in Interv- ment(%)
for Stage al GW ility sprink croppin ention Gross after
Net Domes of created after ler in g ,Sprink Draft mangem
GW GW Draft tic & Gros Develo by AR constr mcm pattern ler+Ch after ent plan
Availab for Industr s pment str.in uction @0.08 in mcm ange in interve impleme
Block ility Irrigation ial Draft % mcm AR str. m @0.1 m Crop ntion ntation
134.5
Bagli 195.46 123.13 11.43 5 68.84 32.92 228.38 7.88 0.63 8.51 126.04 55.19

44
 Management Plan of DEWAS Block

Amount Total Cost

Items Statics Rs in Corers Rs in Corers
Area in Sq Km 1007.44
Rainfall in m 0.84
Area Suitable for Recharge in Sq Km 999.61
Average Post Monsoon DTW in mbgl 5.07
Unsaturated Zone in m 2.07
Average Specific Yield in % 1.5
Sub Surface Storage Available (MCM) 41.38
Surface Water Required (MCM) 32.3
Runoff Available (MCM) 252.11
Non committed Runoff available (MCM) 75.63
No. of Recharge Shaft/ Tube Wells 32 1.6
No. of Percolation tanks 16 3.2
20.52
No. of NB/CD/CP 113 11.3
No of Village Pond 221 4.42

Ground Water Recourse (2013)

First Aquifer
Dynamic Resources MCM : 181.65
Static Resources MCM : 17.08
Total Resources MCM : 198.73
GW Draft MCM : 143.0
Second Aquifer
Static Resources MCM : 49.98
GW Draft MCM : 52.02
Total GW Resources MCM : 248.71
Total Ground Water Draft MCM : 195.02
Stage of Ground Water Development: 107.3%
Category : Over Exploited
45
Issues : Declining Water Levels in Non Command Area

Proposed Artificial Recharge Structures, DEWAS Block, Dewas District

46
 IMPACT

Total
Water water
Water Saving saved
GW Saving by after Stage of
Draft Additon Net GW by change Interv- Developme
GW for Stage al GW Availabili sprinkl in ention Gross nt(%) after
Net Draft Dome of created ty after er in cropping ,Sprinkl Draft managemen
GW for stic & Devel by AR construc mcm pattern er+Cha after t plan
Availa Irrigatio Indus Gross opme str.in tion AR @0.08 in mcm nge in interve implementa
Block bility n trial Draft nt % mcm str. m @0.1 m Crop ntion tion
195.0 107.3
Dewas 181.65 183.4 11.62 2 6 39.62 221.27 25.17 2.44 27.61 167.41 75.66

Management Plan of Kannod Block

Amount Total Cost

Items Statics Rs in Corers Rs in Corers
Area in Sq Km 1463
Rainfall in m 0.84
Area Suitable for Recharge in Sq Km 880.92
Average Post Monsoon DTW in mbgl 3.71
Unsaturated Zone in m 0.71
Average Specific Yield in % 1.5
Sub Surface Storage Available (MCM) 9.38
Surface Water Required (MCM) 12.48
Runoff Available (MCM) 222.18
Non committed Runoff available (MCM) 66.65
No. of Recharge Shaft/ Tube Wells 12 5.4
No. of Percolation tanks 6 8.76
18.08
No. of NB/CD/CP 44 2.64
No of Village Pond 64 1.28

47
GROUND WATER RESOURCES

First Aquifer
Dynamic Resources MCM:124.65
Static Resources MCM : 53.45
Total Resources MCM : 178.15
GW Draft MCM : 59.94
Second Aquifer
Static Resources MCM : 44.04
GW Draft MCM :25.27
Total GW Resources MCM : 222.20
Total Ground Water Draft MCM : 85.21
Stage of Ground Water Development: 68.35%
Category : Safe
Issues: High Concentration of Fluoride in parts of the block

48
 IMPACT

Total
Water water
Water Saving saved Stage of
GW Saving by after Developm
Draft Additon Net GW by change Interv- ent(%)
GW for al GW Availabili sprinkl in ention Gross after
Draft Dome Stage of created ty after er in cropping ,Sprinkl Draft mangeme
Net GW for stic & Develo by AR construc mcm pattern er+Cha after nt plan
Availabi Irrigatio Indus Gross pment str.in tion AR @0.08 in mcm nge in interve implemen
Block lity n trial Draft % mcm str. m @0.1 m Crop ntion tation

Kannod 124.65 80.51 4.7 85.2 68.07 20.09 145.26 4.53 1.23 5.77 79.43 54.68

Management Plan of Khategaon

Amount Total Cost

Items Statics Rs in Corers Rs in Corers
Area in Sq Km 1145
Rainfall in m 0.84
Area Suitable for Recharge in Sq Km 876.31
Average Post Monsoon DTW in mbgl 4.3
Unsaturated Zone in m 1.3
Average Specific Yield in % 1.5
Sub Surface Storage Available (MCM) 17.09
Surface Water Required (MCM) 12.73
Runoff Available (MCM) 221.01
Non committed Runoff available (MCM) 66.3
No. of Recharge Shaft/ Tube Wells 23 1.15
No. of Percolation tanks 11 2.2
14.71
No. of NB/CD/CP 80 8
No of Village Pond 168 3.36

49
Ground Water Resource
First Aquifer
Dynamic Resources MCM:119.72
Static Resources MCM : 29.22
Total Resources MCM : 148.95
GW Draft MCM : 76.13
Second Aquifer
Static Resources MCM :30.80
GW Draft
Total GW Resources MCM : 192.76
Total Ground Water Draft MCM : 106.92
Stage of Ground Water
Development ; 89.32%
Category : Semi Critical
Issues: Declining Water Levels and High concentration of Fluoride in parts of the
block.

50
 IMPACT

Total
Water water
Water Saving saved Stage of
GW Saving by after Developm
Draft Additon Net GW by change Interv- ent(%)
GW for al GW Availabili sprinkl in ention Gross after
Draft Dome Stage of created ty after er in cropping ,Sprinkl Draft mangeme
Net GW for stic & Develo by AR construc mcm pattern er+Cha after nt plan
Availabi Irrigatio Indus Gross pment str.in tion AR @0.08 in mcm nge in interve implemen
Block lity n trial Draft % mcm str. m @0.1 m Crop ntion tation
Khatega
on 119.72 102.55 4.38 106.93 89.32 30.42 150.14 22.60 1.85 24.46 82.47 54.93

Management Plan Of Sonkutch

Amount Total Cost
Items Statics Rs in Corers Rs in Corers
Area in Sq Km 681
Rainfall in m 0.84
Area Suitable for Recharge in Sq Km 581.2
Average Post Monsoon DTW in mbgl 4.63
Unsaturated Zone in m 1.63
Average Specific Yield in % 1.5
Sub Surface Storage Available (MCM) 12.67
Surface Water Required (MCM) 16.85
Runoff Available (MCM) 130.7
Non committed Runoff available (MCM) 39.21
No. of Recharge Shaft/ Tube Wells 17 0.85
No. of Percolation tanks 8 1.6
10.91
No. of NB/CD/CP 59 5.9
No of Village Pond 128 2.56

51
Ground Water Resource

First Aquifer
Dynamic Resources MCM:111.98
Static Resources MCM : 5.16
Total Resources MCM : 117.14
GW Draft MCM : 79.59
Second Aquifer
Static Resources MCM : 29.06
GW Draft MCM :37.59
Total GW Resources MCM : 146.20
Total Ground Water Draft MCM : 117.18
Stage of Ground Water Development: : 104.65%
Category : Over Exploited
Issue : Declining Water Levels

52
 IMPACT

Total
water Stage of
GW Water Water saved Develop
Draft Additon Saving Saving by after ment(%)
for al GW Net GW by change in Interv- Gross after
Domes created Availability sprinkler cropping ention Draft mangem
Net GW GW Draft tic & Stage of by AR after in mcm pattern in ,Sprinkler after ent plan
Availabilit for Industr Gross Develop str.in construction @0.08 mcm @0.1 +Change interve impleme
Block y Irrigation ial Draft ment % mcm AR str. m m in Crop ntion ntation

Sonkutch 111.98 111.62 5.56 117.18 104.64 24.75 136.73 7.76 1.71 9.48 107.70 78.77

Management Plan Of Tonkhurd

Amount Total Cost

Items Statics Rs in Corers Rs in Corers
Area in Sq Km 679
Rainfall in m 0.84
Area Suitable for Recharge in Sq Km 624.3
Average Post Monsoon DTW in mbgl 3.78
Unsaturated Zone in m 0.78
Average Specific Yield in % 1.5
Sub Surface Storage Available (MCM) 7.3
Surface Water Required (MCM) 9.71
Runoff Available (MCM) 157.45
Non committed Runoff available (MCM) 47.24
No. of Recharge Shaft/ Tube Wells 10 0.5
No. of Percolation tanks 5 1.0
7.06
No. of NB/CD/CP 34 3.4
No of Village Pond 108 2.16

53
Ground Water Resources
First Aquifer
Dynamic Resources MCM:109.8
Static Resources MCM : 19.35
Total Resources MCM : 129.21
GW Draft MCM : 47.61
Second Aquifer
Static Resources MCM : 31.22
GW Draft MCM :32.94
Total GW Resources MCM : 160.42
Total Ground Water Draft MCM 80.55
Stage of Ground Water Development : 73.33%
Category : Safe
Issues: Declining Water Levels in parts of the block

54
 Impact

Total
Water water
Water Saving saved Stage of
GW Saving by after Developm
Draft Additon Net GW by change Interv- ent(%)
GW for al GW Availabili sprinkl in ention Gross after
Draft Dome Stage of created ty after er in cropping ,Sprinkl Draft mangeme
Net GW for stic & Develo by AR construc mcm pattern er+Cha after nt plan
Availabi Irrigatio Indus Gross pment str.in tion AR @0.08 in mcm nge in interve implemen
Block lity n trial Draft % mcm str. m @0.1 m Crop ntion tation
Tonk
khurd 109.85 77.57 2.98 80.55 73.33 22.7 132.55 5.99 2.69 8.69 71.86 54.21

AAEXURE-I
LOCATION DETAILS Of EXPLRATION BORE WELLS
Total
Bore Easting Northing Elevation Depth Long Lat
Amona 627976 2559567 524 200 76.2500 23.1400
Badnawar 694665 2507488 314.4 171 76.8946 22.6633

Bagli(D) 637686 2505396 554 49 76.3400 22.6500

Bairagarh 608036 2545923 536.1 200 76.0543 23.0182
Barkera 636006 2539053 477.8 200 76.3266 22.9541

Bedamau 644639 2494974 343.9 175 76.4067 22.5553

Besum 673148 2483254 295.8 151 76.6826 22.4468
Chandana 602515 2539441 518 200 76.0000 22.9600
Chaprai 628579 2484678 273.5 150 76.2497 22.4636
Chobara dhir 638267 2554122 465 200 76.3500 23.0900
Datotar 615672 2561681 510 196 76.1300 23.1600
Devgarh 641095 2510122 535.8 150 76.3736 22.6924
Dewas(D) 607649 2538369 536 76 76.0500 22.9500
Guraria Bhil 612834 2530657 540 200 76.1000 22.8800
Hatpipliya 633283 2538574 503 200 76.3000 22.9500
Kanad 615621 2486303 298.4 200 76.1239 22.4792
Kelod 613901 2525129 538 143 76.1100 22.8300
Kethoda 637374 2539719 468 200 76.3400 22.9600
Khatamba 616852 2541760 536 200 76.1400 22.9800
Khel 706990 2502943 300.7 163 77.0139 22.6208
55
Lohar Pipalya 602553 2533905 523 200 76.0000 22.9100
Mendkichak 605591 2539462 529 200 76.0300 22.9600
166
Nemsa
665256 2481938 323.8 76.6058 22.4357

Newari 630407 2517678 527.8 200 76.2702 22.7615

Purohi 701386 2516137 322.5 129 76.9611 22.7406
Rajoda 612784 2537300 536 200 76.1000 22.9400
Sanwer 637354 2541933 474 200 76.3400 22.9800
Sirodia 696516 2496968 297.2 152 76.9113 22.5681
Sirolia 632553 2501121 577.5 200 76.2897 22.6118
Siroliya 616946 2529581 531 200 76.1400 22.8700
Surani 668220 2501792 317.4 150 76.6367 22.6147
Tiwadia 697152 2510710 327.9 152 76.9192 22.6921
Vijayganj
mandi 598233 2567091 511 205 75.9600 23.2100

ANEXURE-I I
LITHOLOGS DETAILS Of EXPLRATION BORE WELLS

Bore Depth1 Depth2 Lithology

Amona 0 32 Unsaturated Weathered Basalt
Amona 32 36 AQ I Saturated weathered Basalt
Amona 36 53 Massive Basalt I
Amona 53 58 AQ II High Vesicular Basalt
Amona 58 117 Massive Basalt II
Amona 117 122 AQ III High Vesicular Basalt
Amona 122 180 Massive Basalt III
Amona 180 191 AQ IV High Vesicular Basalt
Amona 191 200 Massive Basalt IV
Badnawar 0 19 Unsaturated Weathered Basalt
Badnawar 19 29 AQ I Saturated weathered Basalt
Badnawar 29 130 Massive Basalt I
Badnawar 130 133 AQ II High Vesicular Basalt
Badnawar 133 150 Massive Basalt II
56
Badnawar 150 162 AQ III High Vesicular Basalt

Badnawar 162 171 Massive Basalt III

Bagli(D) 0 9 Unsaturated Weathered Basalt
Bagli(D) 9 18 AQ I Saturated weathered Basalt
Bagli(D) 18 22 Massive Basalt I
Bagli(D) 22 33 AQ II High Vesicular Basalt
Bagli(D) 33 49 Massive Basalt II
Bairagarh 0 5 Unsaturated Weathered Basalt
Bairagarh 5 17 AQ I Saturated weathered Basalt
Bairagarh 17 120 Massive Basalt I
Bairagarh 120 131 AQ II High Vesicular Basalt
Bairagarh 131 200 Massive Basalt II
Barkera 0 17 Unsaturated Weathered Basalt
Barkera 17 30 AQ I Saturated weathered Basalt
Barkera 30 68 Massive Basalt I
Barkera 68 70 AQ II High Vesicular Basalt
Barkera 70 200 Massive Basalt II
Bedamau 0 4 Unsaturated Weathered Basalt
Bedamau 4 22 AQ I Saturated weathered Basalt
Bedamau 22 38 Massive Basalt I
Bedamau 38 42 AQ II High Vesicular Basalt
Bedamau 42 51 Massive Basalt II
Bedamau 51 55 AQ III High Vesicular Basalt
Bedamau 55 175 Massive Basalt III
Besum 0 12 Unsaturated Weathered Basalt
Besum 12 23 AQ I Saturated weathered Basalt
Besum 23 51 Massive Basalt I
Besum 51 55 AQ II High Vesicular Basalt
Besum 55 151 Massive Basalt II
Chandana 0 14 Unsaturated Weathered Basalt
Chandana 14 31 AQ I Saturated weathered Basalt
Chandana 31 43 Massive Basalt I
Chandana 43 68 AQ II High Vesicular Basalt
Chandana 68 86 Massive Basalt II
Chandana 86 89 AQ III High Vesicular Basalt
Chandana 89 104 Massive Basalt III
Chandana 104 124 AQ IV High Vesicular Basalt
Chandana 124 148 Massive Basalt IV
Chandana 148 161 AQ V High Vesicular Basalt
Chandana 161 200 Massive Basalt V
Chaprai 0 8 Unsaturated Weathered Basalt
Chaprai 8 27 AQ I Saturated weathered Basalt
57
Chaprai 27 76 Massive Basalt I
Chaprai 76 80 AQ II High Vesicular Basalt
Chaprai 80 130 Massive Basalt II
Chaprai 130 140 AQ III High Vesicular Basalt
Chaprai 140 200 Massive Basalt III
Chobara dhir 0 14 Unsaturated Weathered Basalt
Chobara dhir 14 32 AQ I Saturated weathered Basalt
Chobara dhir 32 145 Massive Basalt I
Chobara dhir 145 151 AQ II High Vesicular Basalt
Chobara dhir 151 156 Massive Basalt II
Chobara dhir 156 161 AQ III High Vesicular Basalt
Chobara dhir 161 181 Massive Basalt III
Chobara dhir 181 186 AQ IV High Vesicular Basalt
Chobara dhir 186 200 Massive Basalt IV
Datotar 0 65 Unsaturated Weathered Basalt
Datotar 65 70 AQ I Saturated weathered Basalt
Datotar 70 81 Massive Basalt I
Datotar 81 87 AQ II High Vesicular Basalt
Datotar 87 136 Massive Basalt II
Datotar 136 146 AQ III High Vesicular Basalt
Datotar 146 161 Massive Basalt III
Datotar 161 166 AQ IV High Vesicular Basalt
Datotar 166 191 Massive Basalt IV
Datotar 191 196 AQ V High Vesicular Basalt
Devgarh 0 10 Unsaturated Weathered Basalt
Devgarh 10 25 AQ I Saturated weathered Basalt
Devgarh 25 92 Massive Basalt I
Devgarh 92 98 AQ II High Vesicular Basalt
Devgarh 98 129 Massive Basalt II
Devgarh 129 142 AQ III High Vesicular Basalt
Devgarh 142 150 Massive Basalt III
Dewas(d) 0 10 Unsaturated Weathered Basalt
Dewas(d) 10 21 AQ I Saturated weathered Basalt
Dewas(d) 21 36 Massive Basalt I
Dewas(d) 36 48 AQ II High Vesicular Basalt
Dewas(d) 48 63 Massive Basalt II
Dewas(d) 63 76 AQ III High Vesicular Basalt
Guraria Bhil 0 12 Unsaturated Weathered Basalt
Guraria Bhil 12 23 AQ I Saturated weathered Basalt
Guraria Bhil 23 53 Massive Basalt I
Guraria Bhil 53 63 AQ II High Vesicular Basalt
Guraria Bhil 63 102 Massive Basalt II
Guraria Bhil 102 112 AQ III High Vesicular Basalt
58
Guraria Bhil 112 142 Massive Basalt III
Guraria Bhil 142 152 AQ IV High Vesicular Basalt
Guraria Bhil 152 200 Massive Basalt IV
Hatpipliya 0 16 Unsaturated Weathered Basalt
Hatpipliya 16 21 AQ I Saturated weathered Basalt
Hatpipliya 21 65 Massive Basalt I
Hatpipliya 65 72 AQ II High Vesicular Basalt
Hatpipliya 72 99 Massive Basalt II
Hatpipliya 99 131 AQ III High Vesicular Basalt
Hatpipliya 131 141 Massive Basalt III
Hatpipliya 141 151 AQ IV High Vesicular Basalt
Hatpipliya 151 200 Massive Basalt IV
Kanad 0 7 Unsaturated Weathered Basalt
Kanad 7 15 AQ I Saturated weathered Basalt
Kanad 15 72 Massive Basalt I
Kanad 72 80 AQ II High Vesicular Basalt
Kanad 80 90 Massive Basalt II
Kanad 90 97 AQ III High Vesicular Basalt
Kanad 97 200 Massive Basalt III
Kelod 0 11 Unsaturated Weathered Basalt
Kelod 11 25 AQ I Saturated weathered Basalt
Kelod 24 46 Massive Basalt I
Kelod 46 65 AQ II High Vesicular Basalt
Kelod 65 107 Massive Basalt II
Kelod 107 127 AQ III High Vesicular Basalt
Kelod 127 143 Massive Basalt III
Kethoda 0 8 Unsaturated Weathered Basalt
Kethoda 8 26 AQ I Saturated weathered Basalt
Kethoda 26 50 Massive Basalt I
Kethoda 50 58 AQ II High Vesicular Basalt
Kethoda 58 102 Massive Basalt II
Kethoda 102 112 AQ III High Vesicular Basalt
Kethoda 112 146 Massive Basalt III
Kethoda 146 156 AQ IV High Vesicular Basalt
Kethoda 156 176 Massive Basalt IV
Kethoda 176 186 AQ V High Vesicular Basalt
Kethoda 186 200 Massive Basalt V
Khatamba 0 38 Unsaturated Weathered Basalt
Khatamba 38 41 AQ I Saturated weathered Basalt
Khatamba 41 60 Massive Basalt I
Khatamba 60 79 AQ II High Vesicular Basalt
Khatamba 79 105 Massive Basalt II
Khatamba 105 110 AQ III High Vesicular Basalt
59
Khatamba 110 124 Massive Basalt III
Khatamba 124 134 AQ IV High Vesicular Basalt
Khatamba 134 178 Massive Basalt IV
Khatamba 178 188 AQ V High Vesicular Basalt
Khatamba 188 200 Massive Basalt V
Lohar Pipalya 0 11 Unsaturated Weathered Basalt
Lohar Pipalya 11 20 AQ I Saturated weathered Basalt

Lohar Pipalya 20 34 Massive Basalt I

Lohar Pipalya 34 54 AQ II High Vesicular Basalt
Lohar Pipalya 54 89 Massive Basalt II
Lohar Pipalya 89 98 AQ III High Vesicular Basalt
Lohar Pipalya 98 112 Massive Basalt III
Lohar Pipalya 112 138 AQ IV High Vesicular Basalt
Lohar Pipalya 138 163 Massive Basalt IV
Lohar Pipalya 163 189 AQ V High Vesicular Basalt
Lohar Pipalya 189 200 Massive Basalt V
Mendkichak 0 7 Unsaturated Weathered Basalt
Mendkichak 7 15 AQ I Saturated weathered Basalt
Mendkichak 15 20 Massive Basalt I
Mendkichak 20 30 AQ II High Vesicular Basalt
Mendkichak 30 44 Massive Basalt II
Mendkichak 44 83 AQ III High Vesicular Basalt
Mendkichak 83 98 Massive Basalt III
Mendkichak 98 104 AQ IV High Vesicular Basalt
Mendkichak 104 153 Massive Basalt IV

Mendkichak 153 183 AQ V High Vesicular Basalt

Mendkichak 183 200 Massive Basalt V
Nemsa 0 14 Unsaturated Weathered Basalt
Nemsa 14 25 AQ I Saturated weathered Basalt
Nemsa 25 115 Massive Basalt I
Nemsa 115 118 AQ II High Vesicular Basalt
Nemsa 118 166 Massive Basalt II
Newari 0 10 Unsaturated Weathered Basalt
Newari 10 30 AQ I Saturated weathered Basalt
Newari 30 141 Massive Basalt I

Newari 141 145 AQ II High Vesicular Basalt

Newari 145 200 Massive Basalt II
Purohi 0 17 Unsaturated Weathered Basalt
Purohi 17 44 AQ I Saturated weathered Basalt
Purohi 44 60 Massive Basalt I
60
Purohi 60 69.5 AQ II High Vesicular Basalt
Purohi 69.5 129 Massive Basalt II
Rajoda 0 10 Unsaturated Weathered Basalt
Rajoda 10 20 AQ I Saturated weathered Basalt
Rajoda 20 50 Massive Basalt I
Rajoda 50 60 AQ II High Vesicular Basalt
Rajoda 60 81 Massive Basalt II
Rajoda 81 94 AQ III High Vesicular Basalt
Rajoda 94 150 Massive Basalt III
Rajoda 150 158 AQ IV High Vesicular Basalt

Rajoda 158 200 Massive Basalt IV

Sanwer 0 11 Unsaturated Weathered Basalt
Sanwer 11 25 AQ I Saturated weathered Basalt
Sanwer 25 81 Massive Basalt I
Sanwer 81 111 AQ II High Vesicular Basalt
Sanwer 111 175 Massive Basalt II
Sanwer 175 185 AQ III High Vesicular Basalt
Sanwer 185 200 Massive Basalt III
Sirodia 0 21 Unsaturated Weathered Basalt
Sirodia 21 30 AQ I Saturated weathered Basalt
Sirodia 30 118 Massive Basalt I
Sirodia 118 123 AQ II High Vesicular Basalt
Sirodia 123 145 Massive Basalt II
Sirodia 145 152 AQ III High Vesicular Basalt
Siroliya 0 21 Unsaturated Weathered Basalt
Siroliya 21 35 AQ I Saturated weathered Basalt
Siroliya 35 65 Massive Basalt I
Siroliya 65 70 AQ II High Vesicular Basalt
Siroliya 70 120 Massive Basalt II
Siroliya 120 129 AQ III High Vesicular Basalt
Siroliya 129 180 Massive Basalt III
Siroliya 180 189 AQ IV High Vesicular Basalt
Siroliya 189 200 Massive Basalt IV
Surani 0 12 Unsaturated Weathered Basalt
Surani 12 30 AQ I Saturated weathered Basalt
Surani 30 92 Massive Basalt I
Surani 92 100 AQ II High Vesicular Basalt
Surani 100 150 Massive Basalt II
Tiwadia 0 18 Unsaturated Weathered Basalt
Tiwadia 18 48 AQ I Saturated weathered Basalt
Tiwadia 45 70 Massive Basalt I
Tiwadia 70 76 AQ II High Vesicular Basalt
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Tiwadia 76 152 Massive Basalt II
Vijayganj Mandi 0 62 Unsaturated Weathered Basalt
Vijayganj Mandi 62 70 AQ I Saturated weathered Basalt
Vijayganj Mandi 70 101 Massive Basalt I
Vijayganj Mandi 101 116 AQ II High Vesicular Basalt
Vijayganj Mandi 116 148 Massive Basalt II
Vijayganj Mandi 148 155 AQ III High Vesicular Basalt
Vijayganj Mandi 155 205 Massive Basalt III

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