gurdaspur district, punjab - central ground water...

क दरय भम जल बोडर

जल ससाधन नद वकास और गगा सरण मतरालय

भारत सरकार Central Ground Water Board

Ministry of Water Resources River Development and Ganga Rejuvenation

Government of India

Report on

AQUIFER MAPPING AND MANAGEMENT PLAN

Gurdaspur District Punjab

उर पिशचम तर चडीगढ़ North Western Region Chandigarh

AQUIFER MAPPING

amp

MANAGEMENT PLAN

GURDASPUR DISTRICT

PUNJAB

Central Ground Water BoardMinistry of Water Resources River Development and Ganga Rejuvenation

Government of India2016

AQUIFER MAPPING

amp

MANAGEMENT PLAN

GURDASPUR DISTRICT

PUNJAB



AQUIFER MAPPING

amp

MANAGEMENT PLAN

GURDASPUR DISTRICT

PUNJAB



CONTENTS

1 INTRODUCTION

2 DATA COLLECTION AND GENERATION

3 HYDROGEOLOGY

4 GROUND WATER RESOURCES

5 GROUND WATER ISSUES

6 AQUIFER MANAGEMENT PLAN

7 BLOCKWISE AQUIFER MAPS AND MANAGEMENT PLAN OF GURDASPUR DISTRICT

i BATALA BLOCK

ii DINA NAGAR BLOCK

iii FATEHGARH CHURIAN BLOCK

iv GURDASPUR BLOCK

v KAHNUWAN BLOCK

vi KALANAUR BLOCK

vii QADIAN BLOCK

viii SRI HARGOBINDPUR BLOCK

ix DERA BABA NANAK BLOCK

x DHARIWAL BLOCK

8 BLOCKWISE AQUIFER MAPS AND MANAGEMENT PLAN OF PATHANKOT DISTRICT

i BAMYAL BLOCK

ii DHAR KALAN BLOCK

iii PATHANKOT BLOCK

iv NAROT JAIMAL SINGH BLOCK

9 CONCLUSION

LIST OF FIGURESFig 1 Base Map of Gurdaspur DistrictFig 2 Location of CGWB PSTC WRED Private WellsFig 3 Validated Exploration Data of Gurdaspur DistrictFig 4 Elevation Contour Map-Gurdaspur DistrictFig 5 3Dimension Lithological Model-Gurdaspur DistrictFig 6 3Dimension Lithological Fence of Gurdaspur DistrictFig 7 3Dimension Aquifer model - Gurdaspur DistrictFig 8 Cross sections of Aquifer Map of Gurdaspur DistrictFig 9 Methodology for Resource Estimation in Unconfined and Confined AquiferSystemFig 10 Irrigation tube wells as per depthFig 11 Ground water trend versus rainfallFig 12 Long term ground water table variationFig 13 Irrigation tube wells as per depth

LIST OF TABLESTable 1 Data availability of exploration wells in Gurdaspur districtTable 2 Summary of optimized exploration wellsTable 3 Aquifer Group depth and thickness ranges of Gurdaspur District

Table 4 Dynamic Ground Water Resource amp Development Potential (as on 31032013)Table 5 Block wise in-storage groundwater resourcesndashunconfined (Aquifer I)Table 6 Block wise in-storage ground water resources - confined (Aquifer II)Table 7 Block wise in-storage ground water resources - confined (AquiferIIIupto300m)Table 8 Block wise total available ground water resources in Aquifers up to 300mdepthTable 9 Distribution of Tube wells according to ownerrsquos land holding sizeTable 10 Distribution of Shallow Tube wells according to DepthTable 11 Type of Ground Water Distribution DeviceTable 12 Scope of quantitative impact on stage of development after applying variousmanagement strategiesANNEXURESAnnexure 1 Details of water quality analysis of the Gurdaspur and Pathankot District

AQUIFER MAPPING AND GROUND WATER MANAGEMENT INGURDASPUR amp PATHANKOT DISTRICT PUNJAB

(3513 SqKm UNDER NAQUIFERUIM XII PLAN)

10 INTRODUCTION

There has been a paradigm shift from ldquogroundwater developmentrdquo to ldquogroundwater

managementrdquo in the past two decades in the country An accurate and comprehensive micro-

level picture of ground water through Aquifer mapping in different hydrogeological settings

would enable robust groundwater management plans in an appropriate scale Aquifer

mapping is a process wherein a combination of geologic geophysical hydrologic and

chemical field and laboratory analyses are applied to characterize the quantity quality and

sustainability of ground water in Aquifers This would help achieving drinking water

security improved irrigation facility and sustainability in water resources development in

large parts of rural India and many parts of urban India

Central Ground Water Board (CGWB) implemented the Aquifer Mapping

Programme in Punjab in four phases (Fig 1) with the broad objective of preparing an

Aquifer-wise management plan for the region Various multindashdisciplinary geo-

scientific activities were undertaken in the study partly through in-house capacity of

CGWBDWRSPSCTC and Private agencies for generation of additional micro-level

hydrogeological data This report primarily deals with Gurdaspur and Pathankot district

of Punjab State (Fig 1) covered under Phase-I

The nature and character of sediments their lateral and vertical extent and Aquifer system

have been studied with the help of sub-surface geological sections prepared from the litho

logs of the boreholes drilled in the Gurdaspur and Pathankot districtsThe Upper Siwalik

comprises boulders cobbles and pebbles inter-bedded with buff to reddish brown clay These

are followed by finer sediments of lsquoSirowalrsquo comprising gravel sand silt and clay The

contact between Kandi and Sirowal was marked by presence of spring line which has

disappeared due to the declining of water levels Depth to water level in the district

ranges from 191 to 954 m (bgl) during pre-monsoon period and between 164 to 900

m bgl during post monsoon period in Pathankot District and 239 to 1951 m below

ground level (bgl) during pre-monsoon period and between 250 to 1946 m bgl during

post monsoon period in Gurdaspur district respectively Alluvium is expected to be more

than 450 m as bedrock has not been encountered up to depth The quality of ground water in

both the district is fresh

Central Ground Water Board has drilled 21ground water exploratory wells in the

depth range of 84 to 375m and wells were constructed in the depth range of 74 to 355m bgl

The discharge ranges from 9731 lpm to 4300 lpm with a drawdown of 6 to 1625m At

Chaunta free flowing conditions were encountered and free flow of 2105 lpm was recorded

The depth of exploratory boreholes Transmissivity of the Aquifers ranged from 142 m2day

to 7720 m2day The hydraulic conductivity values varied from 46 to 134mday The value of

storage coefficient worked out to be 10 x 10 ndash3 to 403 x 10 ndash4

Fig 1 Base Map of Gurdaspur amp Pathankot Districts


21 Tube well Logs

The Lithologs of Exploratory Well Observation well Piezometer productive well s

of CGWB Punjab State Tubewell Corporation (PSTC) now as Punjab Water Resources

Development and Management (PWRDM) and private wells have been collected and those

supported electrical logs have been validate for Aquifer map preparation The details are

shown in table

Table 2 Data Availability of Exploration Wells of Pathankot amp Gurdaspur districts

PATHANKOT DISTRICTSlNo Source of data Depth Range (m)

lt 100 100-200 200-300 gt3001 CGWB 6 1 0 12 WRampED 4 0 0 03 PRIVATE 0 5 0 0

Total 10 6 0 1

GURDASPUR DISTRICTSlNo Source of data Depth Range (m)


Total 4 51 5 8

22 Ground Water Quality

The ground water in the district is alkaline in nature with low mineralization The pH

value ranges from 777 to 825 indicating a weak base type characteristic Specific

Conductance a measure of total dissolved solids present in water ranges from 235 to

1640 micromhoscm at 250C The fluoride concentration in the entire district is within the

permissible limit of 15 mgL for drinking water as per BIS and it ranges from 012 to

116 mgL In general Nitrate values are below the permissible limit with an exception at

two villages ie Batala (138 mgL) and Kalanaur (146 mgL) Iron the essential for plant

and animal growth is below 10 mgL in the entire area Arsenic concentration above the

prescribed BIS 2011 permissible limit of 001 mgL is found in well waters located at

Nishayra (0015 mgL) Behrampur (00113 mgL) Galri (00201 mgL) and Sri

Hargobindpur (0010 mgL)

S No Location Block DistrictLatitude Longitude

Type ofWell

As inmgl

Fe inmgl

1 Madipur FatehgarhChudian

Gurdaspur318279 749423

Dugwell 0017 01988

2 Mullowali Dere BabaNanak


Tubewell 0027 10238

3 Dera BabaNanak

Dere BabaNanak


Handpump 0001 29022

4 Salehchak Kalanam Gurdaspur 320486 751808 Tubewell 0021 015395 Kalanam Kalanam Gurdaspur 320146 751478 Handpump 0004 002476 Bhagowal Dhariwal Gurdaspur 319040 751683 Tubewell 0005 003487 Dhianpur Dere Baba

NanakGurdaspur

319225 750703Handpump 0003 09503

8 GhaniyakeBanger

FatehgarhChudian


Handpump 0002 00882

9 Dakoha SreeHargobindpur


Handpump 0001 20563

10 SriHargobindpur

SreeHargobindpur


Dugwell 0001 00301

11 Bham SreeHargobindpur


Tubewell 0001 BDL

12 Aulakhkalan Qaddian Gurdaspur 317869 754866 Handpump 0001 34813 Qaddian Qaddian Gurdaspur 318255 753885 Handpump BDL 0403114 Sathiali Kahnuwal Gurdaspur 318839 754250 Tubewell BDL 000315 Naushera Dhariwal Gurdaspur 318866 752733 Handpump 0001 0052616 Gurdaspur Gurdaspur Gurdaspur 320334 753956 Handpump 0002 0273117 Pandori

DhamDina Nagar Gurdaspur

320572 755030Dugwell 0008 0219

18 Galri Dina Nagar Gurdaspur 321260 753292 Dugwell 0008 2452519 Dina Nagar Dina Nagar Gurdaspur 321439 754734 Handpump 0001 19549

S No District Block Location Latitude Longitude pH EC in CO3 HCO3 Cl SO4 NO3 F PO4 Ca Mg Na K SiO2 TH

1 Gurdaspur Dere Baba Nanak Mullowali 319908 750075 797 608 nil 349 30 BDL BDL 028 BDL 50 20 59 49 20 248

2 Gurdaspur Dere Baba Nanak Dera Baba Nanak 320333 750321 78 1602 nil 490 135 170 45 029 BDL 69 50 177 93 15 214

3 Gurdaspur Dere Baba Nanak Dhianpur 319225 750703 848 1106 46 289 117 130 61 023 BDL 25 27 162 99 30 158

4 Gurdaspur Dhariwal Bhagowal 319040 751683 828 421 nil 171 11 72 27 038 BDL 46 19 12 64 21 281

5 Gurdaspur Dhariwal Naushera 318866 752733 858 215 10 117 70 BDL 40 079 BDL 26 10 65 23 16 378

6 Gurdaspur Dina Nagar Pandori Dham 320572 755030 878 641 26 195 32 19 90 021 215 79 19 19 21 33 347

7 Gurdaspur Dina Nagar Galri 321260 753292 848 511 26 238 28 12 40 021 BDL 35 30 32 15 15 191

8 Gurdaspur Dina Nagar Dina Nagar 321439 754734 829 912 nil 359 92 40 37 041 BDL 46 53 84 08 17 174

9 Gurdaspur Fatehgarh Chudian Madipur 318279 749423 776 697 nil 403 23 BDL 27 032 BDL 55 16 78 73 22 128

10 Gurdaspur Fatehgarh Chudian Ghaniyake Banger 318621 750583 829 1094 nil 517 117 BDL 17 03 BDL 33 50 122 60 22 202

11 Gurdaspur Gurdaspur Gurdaspur 320334 753956 838 707 20 188 83 70 28 021 BDL 42 44 49 16 17 89

12 Gurdaspur Kahnuwal Sathiali 318839 754250 869 300 20 128 11 70 16 033 BDL 25 19 11 24 22 207

13 Gurdaspur Kalanam Salehchak 320486 751808 849 322 20 164 7 BDL BDL 029 BDL 26 62 38 25 18 20

14 Gurdaspur Kalanam Kalanam 320146 751478 841 2096 46 282 255 175 259 021 BDL 37 62 213 209 22 117

15 Gurdaspur Qaddian Aulakhkalan 317869 754866 795 569 nil 376 90 BDL 22 021 BDL 81 25 15 3 23 248

16 Gurdaspur Qaddian Qaddian 318255 753885 811 356 nil 235 70 BDL 13 039 BDL 42 16 16 13 19 97

17 Gurdaspur Sree Hargobindpur Dakoha 316578 753774 817 494 nil 225 28 BDL 41 01 BDL 52 19 24 57 29 276

18 Gurdaspur Sree Hargobindpur Sri Hargobindpur 316877 754740 845 430 17 128 25 60 53 035 BDL 38 19 19 46 26 311

19 Gurdaspur Sree Hargobindpur Bham 317598 754507 812 406 nil 255 11 BDL 15 034 BDL 47 21 13 51 21 202

23 SPATIAL DATA DISTRIBUTION

Data DistributionThe actual data of all the wells in the area are plotted on the map of 150000 scale

with 5rsquo x 5rsquo grid (9km x 9km) and is shown in Fig 9The exploration data shows that

majority of tube wells falls in the Ist Aquifer and IInd Aquifer After data validation only

selected the deepest well in each quadrant is plotted on the map of 150000 scale with 5rsquo x 5rsquo

grid (9km x 9km) and is shown in Fig10 The grids devoid of SHPZEW are identified as

data gaps and these are to be filled by data generation

Fig-2 Location of Exploratory Bore Holes

24 DATA INTERPRETATION INTEGRATION AND AQUIFER MAPPINGAll the available data have been validated for consideration to generate Aquifermap The deepest well in each quadrant is selected and plotted on the map of 150000scale with 5rsquoX5rsquogrid (9 x 9km) and is shown in Fig -3Fig 3 Validated Exploration Data of Gurdaspur District

The topographic elevation values have been plotted to prepare the elevation contour map and

is in fig 4

Fig 4 Elevation Contour Map-Gurdaspur District

The data is validated by selecting the deepest well in each quadrant with those supported

electrical logs for preparation of Aquifer map and is shown below

Table-2 Summery of Optimized Exploration Wells

Data Validated The data is validated by selecting the deepest well in each quadrant with those supported electrical logs for preparation of Aquifer map and isshown below

PATHANKOT DISTRICT (Validated)SlNo District Block ToposheetQuadrant Depth Range (m) Elevation

(m amsl)Source of

dataLocation lt 100 Location 100-200 Locati-on

200-300

Loca-tion

gt300

1 PATHANKOT Pathankot 2A 43P11 Attepur 67 332 CGWB

2 PATHANKOT Gharota Kalan 1A 43P12 Garhmal 978 242 CGWB

3 PATHANKOT Dhar Kalan 3A 43P15 Haryal 745 409 CGWB

4PATHANKOT Narot jamal

Singh3B 43P07 Datyal 4724 264 PSTC

5 PATHANKOT Gharota Kalan 1B 43P12 Gharota Kalan 9144 270 PSTC

6 PATHANKOT Pathankot 2B 43P11 Madhopur II 105 391 PRIVATE

7 PATHANKOT Pathankot 3C 43P11 Mamoon Cantt 160 360 PRIVATE

8 PATHANKOT Gharota Kalan 1B 43P12 Najo Chak 113 287 PRIVATE

9PATHANKOT Pathankot 3B 43P11 Shashtri

NagarPNKT150 327 PRIVATE


Singh1C 43P08 3025 2665 CGWB

Table 3 GURDASPUR DISTRICT (Validated)SlN

oDistrict Block ToposheetQ

uadrantDepth Range (m) Elevati

on (mamsl)

Source ofdataLocation lt

100Location 100-

200Locatio

n200-300

Location gt300

1 GURDASPURShHargobindpur 2C 44M06 Balarwal

6858 241 PSTC

2 GURDASPUR Quadian 3C 44M05Moor(Mithawan)

8077 258 PSTC

3 GURDASPURShHargobindpur 1C 44M06 Cheema Khudi

9601 252 PSTC

4 GURDASPURShHargobindpur 1B 44M06 Baiar 125 246 PRIVATE

5 GURDASPUR Dinanagar 1B 43P08Birth QuaziChak 125 270 PRIVATE

6 GURDASPURDera BabaNanak 2B 44M01 Dalam 125 246 PRIVATE

7 GURDASPUR Daraungla 3A 43P08 Dahkla 1268 250 PRIVATE

8 GURDASPUR Khanuwan 1B 44M05 Alwalpur 128 249 PRIVATE

9 GURDASPUR Daraungla 2B 43P08 Chitti 128 258 PRIVATE

10 GURDASPUR Khanuwan 2B 44M05 Kalu Sohal 130 248 PRIVATE

11 GURDASPUR Dhariwal 1A 44M05 Kalyanpur 1327 231 PRIVATE

12 GURDASPURFatehgarhchuria 2A 44M01 Gillanwal 135 241 PRIVATE

13 GURDASPUR Kalanaur 2A 43P08 Baupur Afganan 14173 251 PSTC

14 GURDASPURDera BabaNanak 3C 43P04

Dera BabaNanak 15697 244 PRIVATE

15 GURDASPUR Batala 3C 44M01Industrial EstateBA 200 244 PRIVATE

16 GURDASPUR Khanuwan 2C 44M05Kiriafgana 254 248 PRIVATE

17 GURDASPURDera BabaNanak 1A 44M01

Mullowali 25558 238 CGWB

18 GURDASPUR Gurdaspur 3C 43P08 Gazikot 2883 267 CGWB

19 GURDASPURShHargobindpur 2B 44M06 Dakoha 300 247 CGWB

20 GURDASPUR Kalanaur 3A 43P04SalehChak 310 CGWB

21 GURDASPUR Gurdaspur 3B 43P08 Thathi 312 CGWB

22 GURDASPUR Dinanagar 2C 43P08 Bhola 313 CGWB

23 GURDASPUR Batala 2C 44M01 Batala315

7 CGWB

24 GURDASPUR Quadian 1A 44M09Aulakhkalan

3753 CGWB

25 GURDASPUR Dinanagar 2A 43P12 Chaunta 838 CGWB

26 GURDASPUR Khanuwan 2C 44M05 Sathiali 302 CGWB

3 HYDROGEOLOGY

31 PREVIOUS WORK

The main Aquifer group of the area is thick granular zones alternate with thick or thin

clay lenses The fresh Aquifer is water table and extends all over the area is composed of

coarser sediments In the north eastern and northern part there are 5-6 Aquifers within

300m depth and ranges in the thickness from 20-65 m These granular zones are

laterally extensive in nature and composed of medium to coarse sands with gravel and

pebbles cobbles etc The clay beds area 5-12 m thick In the central part 5-6 prominent

granular zones have been encountered within the depth of 375m bgl The thickness of

granular zones is variable from 20-95m and the clay beds varies from 3-14m thick Water

levels of the area in pre monsoon period varies from 239(Khani Khui) to 18-93 The

shallowest water level area in the eastern and north eastern portion of Gurdaspur town

The deepest water levels are around Shri Hargobindpur and Fatehgarh Churrian In the same

way the post monsoon water levels are variable from 170m (Behram pur) to 1676(Sri

Hargobindpur) By comparing the pre monsoon and post monsoon water levels it is seen

that area above 10m depth to water is quite reduced around Kalanaur and Sri Hargobindpur

but the area of of Dhar kalan block does not show much changes in the water levels

because of Kandi Siwaliks system and Hilly terrain In the same way the area under

water level in range of 2-5 m around Guurdaspur Dinanagar Narot Jaimal Singh is

increased It shows that there is extensive recharge by Ravi and Beas during monsoon The

monitoring of long term fluctuation for ten years reveals that in the pre monsoon

period overall trend is declining in the ranges of

010(Dinanagar) to 240myr (Quandian where as in post monsoon the trend is declining to

the tune of 066m(Pardori talab) to 639m(Dhianpur) The pre monsoon trend of 010 -

24myr is very nominal and in the post monsoon 66cmyr to 64cmyr From the

above trend it seems that the Ravi amp Beas are continuously recharging the area during pre

monsoon period because of perennial nature and in post monsoon the flow of the river is

less here less recharge showing decline in water levels

32 Present NAQUIFERUIM study

To understand the sub surface lithology and its disposition the lithological data of the

optimized wells drilled by CGWB PHED and Private Agencies is plotted using the

RockWorks15 software and a lithological model has been prepared and is shown in fig The

2D lithology map and 3D lithological fence diagram has been prepared using the lithology

model and are shown in fig 5 amp 6 respectively

Fig 5 3-Dimension Lithological Model of Gurdaspur District

To know the broad picture of the disposition inter-relationship of granular zones

nature geometry and extension of Aquifers in the Gurdaspur and Pathankot district three-

dimensional fence diagram have prepared by synthesizing the various sub-surface sections

In Gurdaspur and Pathankot district Aquifer group embodies a number of granular zones

alternating with thick or thin clay lenses The major clay zones intervening Aquifer groups

pinch out against the Aquifer groups at a few places and within these clay zones the sand

beds also occur The marker horizons are traced all over the area by connecting their tops and

bottoms

Fig 6 3 Dimension Lithological Fence of Gurdaspur District

33 Aquifer GeometryThe first Aquifer is water table and extends all over the area is composed mainly of less

coarse sediments as compared to other groups This Aquifer is overlain by a thin clay layer of

about 05 to 25 m thick and is also underlain by clayey group which is about 3-6 m thick In

the northeastern part there are 5-6 Aquifers within 300 m depth and ranges in thickness from

20-65 m These granular zones are laterally extensive in nature The Aquifer material is

mainly composed of medium to coarse sand with beds of gravel at places In the extreme

northern part ie at Taragarh and Chaunta the Aquifer material consists of gravels pebbles

and boulder Here the Aquifers are separated by clay beds which vary in thickness from 5-12

m The clay beds pinch out in the easterly direction in the extreme northern part of the area

In the central part 5-6 prominent granular zones have been encountered within a

depth of 300-375 m bgl The thickness of granular zones varies from 20-95 m and within the

granular zones thin streaks of clays also occur The thickness of clay beds varies from 3-14

m The thickness of water table Aquifer varies from 20-40 m and it extends upto 50 mbgl

The granular material mainly consists of fine to medium sand

Table 3 Aquifer Group depth and thickness ranges of Gurdaspur District

Gurdaspur DistrictSlNo Aquifer Group Depth Range

(m)ThicknessRange (m)

AverageThickness (m)

as per availabledataMin Max Min Max

1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87

3 Aquifer Group III 185 346 60 131 90

4 Aquifer Group IV 292 375 7 21 14

Fig 7 3-Dimension Aquifer model - Gurdaspur District













1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87




Fig 8 Cross sections of Aquifer Map of Gurdaspur District


Ground water resource estimation of the area have been carried out by taking

Dynamic and In-storage resources of unconfined Aquifer and confined Aquifers present upto

300m depth The assessment of Dynamic and In-storage Ground Water Resources of the

study area have been carried out jointly by CGWB Water Resources amp Environment

Directorate Department of Irrigation on the basis of Groundwater Estimation Committee

(GEC 1997) methodology based on data available and as per the revised methodology for the

year 2013

The occurrence of potential Aquifers (productive granular zones) upto 300 m depth

has been demarcated on basis of Aquifer wise subsurface mapping The total saturated

thickness of granular zones was derived from the exploratory borehole data of a particular

block The granular zones occurring below the zone of water level fluctuation up to the first

confining layer has been considered as static unconfined zone The ground water resource of

this zone has been calculated considering 12 specific yield of the formation The specific

yield value for the unconfined Aquifer has been taken as 60 of 012 which comes as 0072

whereas for the confined Aquifer the Storativity value has been considered Since the

specific yield is likely to reduce with increase in depth due to compaction of overlying

sediments

Hence the major data elements considered in this estimation are thickness of granular

zones specific yield Storativity and area of fresh water It has been observed that in some of

the blocks sufficient data on probable occurrence of granular zones was not available In

those cases the existing exploratory data of adjoining blockdistrict has been either

extrapolated or interpolated to derive such parameters required for estimation This

assessment of total groundwater resources has been computed based on the available data

with CGWB Water Resources amp Environment Directorate Department of Agriculture and

Punjab Water Resource Management amp Development Corporation Punjab

41 Unconfined Aquifers

Dynamic ResourcesAs per Groundwater Resources Estimation 2013 the ground water development in

Gurdaspur district comprising 10 blocks ground water draft has exceeded the available

recharge by more than 100 in 8 blocks thus have been categorized as over exploited

however in Gurdaspur which is semi-Critical and Dina nagar which is Safe in category

Overall Stage of ground water development in the Gurdaspur district has been assessed to be

124

Table 4 Dynamic Ground Water Resource amp Development Potential of Gurdaspur district

(as on 31032013)

AssessmentUnit Block

Net AnnualGroundWater

Availability

ExistingGross

GroundWater

Draft forirrigation

ExistingGross

GroundWater Draftfor domestic

andindustrial

watersupply

ExistingGross

GroundWater Draftfor All uses

Provisionfor

domesticand

industrialrequirement

supply to2025

NetGroundWater

Availability for

futureirrigationdevelopm

ent

Stage ofGroundWater

Development()

BATALA 17609 25430 1084 26514 1268 -9088 151

DINA NAGAR 11139 11241 270 11511 326 -428 103

FATEHGARHCHURIAN 18649 24516 323 24839 379 -6246 133

GURDASPUR 18808 14918 1069 15987 1254 2637 85

KAHNUWAN 20554 25199 303 25502 371 -5016 124

KALANAUR 13360 17354 186 17541 227 -4221 131

QADIAN 11991 15158 241 15398 291 -3458 128

SRIHARGOBINDPUR 15407 17474 337 17811 398 -2464 116

DERA BABANANAK 17691 24468 338 24806 405 -7183 140

DHARIWAL 19263 23214 313 23527 380 -4331 122

Total (ham) 164473 198971 4466 203437 5301 -39799 124


(as on 31032013)


NetAnnualGroundWater

Availability

ExistingGross

GroundWater

Draft forirrigation

ExistingGross GroundWater Draftfor domestic

andindustrial

water supply

ExistingGross


Provision fordomestic and


supply to2025

Net GroundWater

Availabilityfor futureirrigation

development

Stageof

Ground

WaterDevelopment

()BAMYAL 1698 1302 99 1401 122 275 82

DHAR KALAN 5890 878 246 1124 300 4712 19

PATHANKOT 18555 11190 1229 12419 1441 5924 67

NAROT JAIMALSINGH 5815 5128 252 5380 310 377 93

Total (ham) 31959 18497 1827 20324 2173 11288 64

The ground water development in Pathankot district all the blocks are in Safe category

Stage of ground water development in the Pathankot district has been assessed to be 64

In-storage Ground Water ResourcesAs per revised guidelines recommended by the Central Level Expert Group onground water resources assessment the resources are separately considered asdynamic and in-storage unconfined In case of alluvial area the in-storage resources ofunconfined Aquifer have been computed based on specific yield of the Aquifer asdetailed belowIn-storageGround Waterresources(unconfinedAquifer)=

Thickness of the Aquifer(granularproductive zone)below the zone of water levelfluctuation down to the bottomlayer of unconfined Aquiferx Sp Yield ofthe Aquifer xx Areal extentof theAquifer

42 Confined AquiferThe availability of ground water resources in confined Aquifer have twocomponents Storage under pressure (using Storativity concept) and Storage underdesaturated (gravity drainage) condition (using Specific Yield concept) (sourceAssessment of Ground Water Resources A Review of International Practices 2014) andis shown in Fig 9 However since ground water withdrawals from confined Aquifer areknown to have serious environmental degradation effects the preliminary assessmentof ground water resources in confined Aquifer is restricted to the estimation of groundwater storage under pressure conditions only but here the storage under de-saturationis also computed

Storativity Concept(ii) In-storageGroundWaterresources(within thePeizometer)==

Thickness of the watercolumn in Peizometer ofparticular confinedAquifer up to the toplayer of same confinedAquiferxtimes

Storativityof theconfinedAquifer xtimesAreal extentof theconfinedAquifergroup

Specific Yield Concept(ii) In-storageGround Waterresources(within theAquiferthickness)==

Thickness of theconfined Aquifer(granular productivezone) down to thebottom layer of confinedAquifer or exploitabledepth of 300 mxtimes

SpYieldoftheAquifer xtimesArealextent oftheconfinedAquifergroup

Preliminary assessment of the ground water resources in confined Aquifer doesnot imply that the assessed resource is available for exploitation The objective of thisexercise is to have an overview of the ground water regime in the particular confinedAquifer It should be kept in mind that any significant ground water withdrawal fromconfined Aquifer may invoke serious environmental degradation problem Therefore incase the preliminary assessment reveals that ground water is being withdrawn insignificant quantity for any confined Aquifer that particular Aquifer should be identifiedfor detailed assessment using numerical modelling approachTotal Availability of Ground Water Resources = Dynamic Resources + In-storage

Resources

Fig 9 Concept for Resource Estimation in Unconfined and Confined Aquifer System

Table 5 BLOCK WISE INSTORAGE GROUND WATER RESOURCES IN UNCONFINED AQUIFER ndashI(PATHANKOT DISTRICT)

SN

Name ofAssessment

Unit

Type ofrock

formation

Areal extent (ha) Average Pre-monso

onWaterLevel

(m bgl)

Depth tobottom

ofunconfin

edAquifer I(m bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

GranularZone in

unconfined

Aquifer IbelowPre-

monsoonWL(m)

Average

Specific Yield

In-StorageGroundWater

Resources[(6)(11)(12)] FRESH

(ham)

TotalGeograp

hicalArea

Assessment AreaTotal Fresh

WaterBrackishSaline Water

1 2 3 4 5 6 7 8 9 10 11 12 131 Bamial Alluvium 4780 4780 4780 0 510 750 6990 27 0072 92922 Dhar Kalan Alluvium 39840 15823 15823 0 949 750 6551 26 0072 296213 Narot JaimalSingh Alluvium 17090 17090 17090 0 510 913 8615 63 0072 775204 Pathankot Alluvium 35150 35150 35150 0 725 650 5775 39 0072 98701

Dist Total (ham) 96860 72843 72843 215134Dist Total (mcm) 215134

Table 6 BLOCK WISE INSTORAGE GROUND WATER RESOURCES - CONFINED (AQUIFER II)(PATHANKOT DISTRICT) Type of Ground Water Assessment Unit (Block)

SrNo

Name ofAssessment

Unit

Type ofrock

formation

Areal extent (ha) TopAquifer

II(m bgl)

Depthto

bottomof

AquiferII

(m bgl)

TotalThickness

ofconfinedAquiferdown toexplored

depth(m)

(9-8)

Thicknessof the

GranularZone inconfinedAquiferdown toexplored

depth(m)

Averagevalue ofStorat-

ivity

In-StorageGround Water

Resources[(6)(11)(12)]

FRESH(ham)



BRAKISH SALINE

(ham)

TotalGeographica

l Area


WaterBrackishSali

neWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14

Gurdaspur1 Bamial Alluvium 4780 4780 4780 0 0 0 0 0 0000403 0 02 Dhar Kalan Alluvium 39840 15823 15823 0 0 0 0 0 0000403 0 03 Narot Jaimal

Singh Alluvium 17090 17090 17090 0 101 300 199 129 0000403 888 04

PathankotAlluviamBoulders 35150 35150 35150 0 73 160 87 39 0000119 163 0

DistTotal (ham) 96860 72843 72843 0 1052

DistTotal (mcm) 1052 000

Table 7 BLOCK WISE TOTAL AVAILABLE GROUND WATER RESOURCES IN AQUIFERS UP TO 300m DEPTH

Annexure I B-2

AVAILABILITY OF TOTAL FRESH GROUNDWATER RESOURCES IN PATHANKOT DISTRICT UPTO 300 METRE DEPTHSlNo BLOCK Dynamic

GroundwaterResources (2013)

AQUIFER-I

In-storageGroundwater

ResourcesAQUIFER-I

GroundwaterResources

AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II


ResourcesAQUIFER-III

Total Availabilty ofGroundwater

Resources [(5)+(6)+(7)]

ham mcm1 2 3 4 5 6 7 8 9

1 Bamial 1698 9292 10991 0 0 10991 1102 Dhar Kalan 5890 29621 35511 0 0 35511 3553 Narot Jaimal Singh 5815 77520 83335 888 0 84224 8424 Pathankot 18555 98701 117257 163 0 117420 1174

DistTotal (ham) 31959 215134 247094 1052 0 2481451DistTotal (mcm) 320 2151 2471 11 0 2481

Table -8

SrNo

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depthto

bottom of

Aquifer

Group I(m

bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

Granular Zone

inAQUIFE

RGROUP-I below

Pre-monsoon

WL(m)

Average

Specific Yield



(ham)



BRAKISHSALINE

(ham)

TotalGeographical Area


WaterBrackishSalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14

Gurdaspur1 Batala Alluvium 27830 27830 27830 0 860 69 6040 47 0072 94177 02 Dera Baba

Nanak Alluvium 29450 29450 29450 0 719 55 4781 30 0072 63612 03 Dhariwal Alluvium 25680 25680 25680 0 820 45 3680 23 0072 42526 04 Dina Nagar Alluvium 23630 23630 23630 0 439 127 12261 74 0072 125901 05 Fatheh Garh

Churian Alluvium 21330 21330 21330 0 805 57 4895 32 0072 49144 06 Gurdaspur Alluvium 25130 25130 25130 0 483 115 11017 83 0072 150177 07 Kahnuwan Alluvium 32370 32370 32370 0 1049 96 8551 56 0072 130516 08 Kalanour Alluvium 22640 22640 22640 0 635 54 4765 35 0072 57053 09 Quadian Alluvium 18060 18060 18060 0 1241 135 12259 95 0072 123530 0

10 SriHargobindpur Alluvium 28330 28330 28330 0 1494 103 8806 77 0072 157062 0

DistTotal (ham) 254450 254450 254450 0 993697 0


BLOCK WISE INSTORAGE GROUND WATER RESOURCES IN UNCONFINED AQUIFER ndashI(GURDASPUR DISTRICT)

Table-9 BLOCK WISE INSTORAGE GROUND WATER RESOURCES IN UNCONFINED AQUIFER ndashII (GURDASPUR DISTRICT)

SrNo

Name ofAssessment

Unit

Type of rockformation

Areal extent (ha) TopAquife

r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes

s ofconfinedAquiferdown toexplored

depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity


Resources[(6)(11)(12)

] FRESH(ham)


Resources[(7)(11)(12)] BRAKISH

SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0


Table-10BLOCK WISE INSTORAGE GROUND WATER RESOURCES IN UNCONFINED AQUIFER ndashIII (GURDASPUR DISTRICT)

SrNo

Name ofAssessment Unit

Type ofrock

formation

Areal extent (ha) Depthto TopAquife

r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14

Gurdaspur1 Batala Alluvium 27830 27830 27830 0 192 300 108 86 00024 5636 02 Dera Baba Nanak Alluvium 29450 29450 29450 0 196 25558 5958 42 00024 2913 03 Dhariwal Alluvium 25680 25680 25680 0 0 0 0 0 00024 0 04 Dina Nagar Alluvium 23630 23630 23630 0 0 0 0 0 00024 0 05 Fatheh Garh


10 Sri Hargobindpur Alluvium 28330 28330 28330 0 218 300 82 55 00024 3669 0

DistTotal (ham) 254450 254450 254450 0 22096 0


Table-11 BLOCK WISE TOTAL AVAILABLE GROUND WATER RESOURCES IN AQUIFERS UP TO 300m DEPTH

Annexure I B-2AVAILABILITY OF TOTAL FRESH GROUNDWATER RESOURCES IN GURDASPUR DISTRICT UPTO 300 METRE

DEPTHSlNo BLOCK Dynamic


AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II



Total Availabilty ofGroundwater Resources

[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9

1 Batala 1760937 9417672 111786 4028 5636 121450 12152 Dera Baba Nanak 1769055 6361200 81303 4771 2913 88986 8903 Dhariwal 1926341 4252608 61789 2663 0 64452 6454 Dina Nagar 1113876 12590064 137039 0 0 137039 13705 Fatheh Garh Churian 1864942 4914432 67794 2211 0 70005 7006 Gurdaspur 1880843 15017688 168985 2388 4616 175990 17607 Kahnuwan 2055368 13051584 151070 6572 4345 161987 16208 Kalanour 1336030 5705280 70413 3325 4585 78324 7839 Quadian 1199140 12353040 135522 2419 1786 139727 1397

10 Sri Hargobindpur 1540736 15706152 172469 4528 3669 180667 1807DistTotal (ham) 164473 993697 1158170 25959 22096 1206224DistTotal (mcm) 1645 9937 11582 260 221 12062

5 GROUND WATER RELATED ISSUESGurdaspur is famous for its paddy cultivation and is also known as lsquoRice Bowlrsquo ofPunjab The quality of ground water in the district is potable for both the drinking andirrigation purposes therefore the ground water is constantly being pumped for theirrigation due to its easy access through tube wells and they are the main source ofirrigationThis will lead to its major ground water issue which is deepening of ground waterlevel as the recharge of the groundwater through rainfall and other sources are lessthan the overall extraction51 GROUND WATER IRRIGATION SCENARIO

As per the data available from minor irrigation census 2006-07 the number of

shallow and deep tube wells lined unlined water distribution system land holdings of wells

are given in Table 1213 and 14

Fig 10 Irrigation tube wells as per depth

18

11






69

311






20-40

40-60

60-70

70-90

Table 12-Distribution of Tube wells According to Ownerrsquos holding Size

No of shallow tube wells by size class of individual owner

Srno district Marginal

(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361

Table13 -Distribution of Shallow Tube wells According to Depth of tube well

No by the depth of shallow Tube well

Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028

Table14- Type of Ground water distribution deviceOpen Water ChannelLinedpucca Unlinedkutcha Total5979 78500 84479


A summery outline of the artificial recharge plan for the entire district of each OE block

is given at the beginning in tabular forms This is followed by the salient features of each block

along with the detailed structure-wise recharge plan and cost estimates Details of the block

wise type of suitable recharge structures and volume of water assured for annual recharge for

each block in rural area urban area and artificial recharge in agricultural farm are given in table

and design of recharge structures are annexed at annexure I II More than 5 meter Mean

decadal water level with falling trend is considered for block wise artificial recharge calculation

Another focus has been given to minimize the gross draft by enhancing ground water

use efficiency in irrigation system after replacing the water distribution system from

unlinedkutcha channel to Under Ground Pipeline System in the whole district

61 SCOPE OF IMPLEMENTATION

This plan is focusing on the technical aspects of the ground water recharge through

various means so that various implementing agencies may get the appropriate technical

guidelines The existingongoing schemes of the Central or State Govt like MANERGA IWSP

PMKSY (Prime Minister Krishi Sinchai Yojna) NABARD funded schemes Urban Development

schemes departmentally funded projects etc may be benefitted from the recharge plan by

incorporating the input in the operational guidelines design and for locating the specific sites

Agriculture University Engineering Collages Academic and Research Institutions

NGO may also take up the pilot or demonstrative projects in the blocks suitable to them to plan

at local level as per local conditions

62 POTENTIAL OF ENHANCING THE GROUND WATER USE EFFICIENCY

The micro level transformation in the ground water management have vast impact potential to

counter extensive ground water depletion faced by the state of Punjab particularly in

overexploited blocks There are around 84932 operated by farmers for irrigation through

unlinedKutcha (9232) open channel system in Gurdaspur district where water from the

tubewell is discharge to the agricultural field In this process huge quantity of ground water is

wasted in soil moisture and evaporation losses

Dynamic ground water resources (2013) indicate that Gross ground water draft for irrigation in

Gurdaspur district is estimated at 219741MCM It is expected that around 2652 of over draft

can be brought down by switching over to undergroundsurface pipeline based distribution from

the prevailing unlined open channels Thereby gross draft will be reduced to the tune of 178477

MCM assuming there is no crop diversification by the farmers

The benefit will lead to saving of precious ground water resources in overexploited blocks of

Gurdaspur Districts The measure if implemented will bring down the ground water overdraft

from 127 to 10048 The category of the blocks will also improve drastically resulting in

boosting of agriculture and industrial development otherwise not sustainable in majority of the

blocks in the state

The tubewells also consume enormous electricity which is subsidized and government incurs

significant revenue on this account The measures therefore will result in saving of energy and

money Pollution impact will be reduced whenever diesel engines are used by the farmers The

environmental and ecological condition in the irrigated land will improve Unwanted weed

growth will also be controlled inside the farm land This will also be useful in the waterlogged

shallow water table areas as the seepage losses in these areas also aggravate the water logging

Government should makelaunch a mission mode program for installing the underground

pipe lines instead of having katcha channel in the entire Punjab Heavy ground water

overdraft can be reduced by these efforts This will ensure more crop per drop

63 Water Saving Potential from Crop Diversification-Change Paddy to MaizePulses

As the requirement of water for paddy is much high therefore by changing paddy to

maizePulses will help in saving of water For estimating the water saving by crop

diversification it is assumed that one mcm of water will be saved in case of maize or

pulses planted in one sq km of land In case of pulses even higher amount of ground water

can be saved

Table 15 Scope of Quantitative Impact on Stage of Development after applying various management strategies (District Gurdaspur)

Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)

Present Stage ofdraft (SOD) ()

As per 2013

Reduction in draft by different water saving method

SOD afterwards()

Change of paddy cultivationarea ( of existing)

Replace watercourses by UG

Pipes (mcm)

Adopt Artificialrecharge

(mcm)Change Paddy to Maize

(mcm)Total (mcm)

(2+3+4)

1 2 3 4 5BATALA 1761 2651 151 663 327 195 8907 100 12DINA NAGAR 1114 1151 103 288 000 00 288 78 -FATEHGARHCHURIAN 1865 2484 133 621 252 00 6462 99 -

GURDASPUR 1881 1599 85 400 035 00 4035 64 -KAHNUWAN 2055 2550 124 638 459 00 6839 91 -KALANAUR 1336 1754 131 439 246 00 4636 97 -QADIAN 1199 1540 128 385 285 00 4135 94SRIHARGOBINDPUR 1541 1781 116 445 333 00 4783 85 -

DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -

Table 16 Scope of Quantitative Impact on Stage of Development after applying various management strategies (District Pathankot)

Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)

1 2 3 4 5BAMYAL 170 140 82 35 - - 35 62 -DHAR KALAN 589 112 19 28 - - 28 14 -PATHANKOT 1856 1242 67 310 - - 310 50 -NAROT JAIMALSINGH 582 538 93 135 - - 135 69 -

Total 3196 2032 64 508 - - 508 48 -

7 BLOCK WISE AQUIFER

MAPS

AND

MANAGEMENT PLAN

(I) BATALA BLOCK (27830 SQ KM)1 Salient Information

Population (2011) Rural-140815Urban-2002Total-142817Rainfall 2014 (Gurdaspur Distt) Average annual rainfall ndash 104770 mmAverage Annual Rainfall (Batala block) 779 mmAgriculture and Irrigation Major Crops- Rice WheatOther crops-Sugarcane Potatoes PulsesNet Area Sown- 19759 sqkmTotal Irrigated Area-38159 sqkmWater Bodies amp Canal IrrigationWater bodies available in the villages for storm water and untreated waste water ofvillagers can be used for irrigation after treatment The canal irrigation is also availablein the Batala blockGround Water Resource Availability Ground Water Resources available in thedifferent group of Aquifers Aquifer I (47m) is not very prominent in terms of thicknessand geographic extent Aquifer II (67 m) amp III (86 m) are more prominent in thicknessand geographic extent Block is categorized as Over-Exploited as per Ground WaterAssessment 2013 assessmentGround water Extraction Information regarding the abstraction from Aquifer III isnot available but there are drinking water supply from Tubewells tapping combinedAquifer and separate Aquifer could not be assessed separatelyWater level Behavior (2015) Pre Monsoon-~630-910 (mbgl)bgl ampPost Monsoon-~432-940 (mbgl)

2 Aquifer Disposition Multiple Aquifer System (3 Aquifer System)Aquifer Geology Type ofAquifer Thickness ofGranularZones (m) Transmissivity(m2day) SpecificYield StorativityAquifer-I(9-69m)

Quaternary

Alluvial

deposits

Unconfined 47 1450-7190 0072 20010-2Aquifer-II(81-176m) Unconfinedto Confined 67 - NA -Aquifer-III(192-300m) Unconfinedto Confined 86 - NA -Aquifer comprises of freshwater only and the main Aquifer formation is sandThe non-Aquifer material comprise of clay3D Lithology model

3D Lithology Fence

3 Ground Water Resource Extraction Contamination and Other IssuesAquifer wise WaterResources available(in mcm) Dynamic Aquifer I 17609In-storage Aquifer I 94177Dynamic Aquifer II -In-storage Aquifer II 4028Dynamic Aquifer III -In-storage Aquifer III 5636Total 1215Ground WaterExtraction (inmcm) Irrigation 25700Domestic amp Industrial 1100Provision for domestic amp Industrialrequirement up to 2025 (in mcm) 1268Chemical Quality of ground water andcontamination Suitable for drinking and irrigationpurposesOther issues Declining water level trend4 Ground Water Resource EnhancementAquifer wise space available forrecharge and proposed interventions Volume of unsaturated zone up to theaverage depth to water level (9 m)

Other interventions proposed Artificial Recharge Roof top RainwaterHarvesting Farm recharge by constructingpits will save 3215 mcm volume of water5 Demand Side InterventionsAdvanced Irrigation Practices Lining of underground pipelines (Kutcha channel)will save 7043 mcm volume of water wastageChange in cropping pattern Proposed change in cropping pattern from Paddyto maizesoyabean12 of the total area needs to change the cropfrom paddy to maizesoyabeanAnticipated volume of water to be saved bymaizesoyabean is 195 mcmAlternate water sources Tanks ponds and canalsRegulation and Control -Other interventions proposed ifany -

(II) FATEHGARH CHURIAN BLOCK (21330 SQ KM)1 Salient Information

Population (2011) Rural- 117690Urban--Total- 117690Rainfall 2014 (Gurdaspur Distt) Average annual rainfall - 104770 mmAverage Annual Rainfall(Fatehgarh Churian block) 700 mmAgriculture and Irrigation Major Crops- Rice WheatOther crops-Sugarcane Potatoes PulsesNet Area Sown- 17554 sqkmTotal Irrigated Area- 33554 sqkmWater Bodies amp Canal IrrigationWater bodies available in the villages for storm water and untreated waste water ofvillagers can be used for irrigation after treatment The canal irrigation is also availablein the Fatehgarh Churian blockGround Water Resource Availability Ground Water Resources available in thedifferent group of Aquifers Aquifer I (32m) is not very prominent in terms of thicknessand geographic extent Aquifer II (48 m) is more prominent amp Aquifer III (-na-) data isnot available Block is categorized as Over-Exploited as per Ground Water assessment2013Ground water Extraction Information regarding the abstraction from Aquifer III isnot available but there are drinking water supply from Tubewells tapping combinedAquifer and separate Aquifer could not be assessed separatelyWater level Behavior (2015) Pre Monsoon 610-956 (mbgl) amp Post Monsoon-~630-

966 (mbgl)


Quaternary

Alluvial depos

its Unconfined 32 142-4300 0072 1010-3 to40310-3Aquifer-II(72-135m) Unconfinedto Confined 48 - Notassessed -Aquifer-III(data notavailable) - - - Notassessed -Aquifer comprises of freshwater only and the main Aquifer material is sandThe non-Aquifer material comprise of clay

3D Lithology model

3D Lithology Fence

3 Ground Water Resource Extraction Contamination and Other IssuesGround WaterResources (inmcm) Dynamic Aquifer I 18649In-storage Aquifer I 49144Dynamic Aquifer II -In-storage Aquifer II 2211Dynamic Aquifer III -In-storage Aquifer III -Total 700Ground WaterExtraction (inmcm) Irrigation 24839Domestic amp Industrial 323Future Demand for domestic amp Industrialsector (2025) (in mcm) 379Chemical Quality of ground water Potable for drinking and irrigationOther issues declining water level trend4 Ground Water Resource EnhancementAquifer wise space available forrecharge and proposed interventions Volume of unsaturated zone up to theaverage depth to water level (8 m)Other interventions proposed Artificial Recharge Roof top RainwaterHarvesting Farm recharge by constructingpits will save 2549 mcm volume of water

5 Demand Side InterventionsAdvanced Irrigation Practices Lining of underground pipelines (Kutcha channel)will save 6790 mcm volume of water wastageChange in cropping pattern Changing of cropping pattern is not required in theblockAlternate water sources Tanks ponds and canalsRegulation and Control -Other interventions proposed ifany -

(III) KAHNUWAN BLOCK (32370 SQ KM)1 Salient Information

Population (2011) Rural-134576Urban- -Total- 134576Rainfall 2014 (Gurdaspur Distt) Average annual rainfall - 104770 mmAverage Annual Rainfall (Kahnuwan block) 624 mmAgriculture and Irrigation Major Crops- Rice WheatOther crops- Sugarcane Potatoes PulsesNet Area Sown- 23919 sqkmTotal Irrigated Area- 44619 sqkmWater Bodies amp Canal IrrigationWater bodies are available in the villages for the storm water and untreated water ofvillagers that can be used for irrigation after treatment The canal irrigation is availablein the Kahnuwan blockGround Water Resource Availability Ground Water Resources available in thedifferent group of Aquifers Aquifer I (56 m) is not very prominent in terms of thicknessand geographic extent as compared to Aquifer II (94 m) amp III (57) m Block iscategorized as Over-Exploited as per Ground Water Assessment 2013Ground water Extraction Information regarding the abstraction from Aquifer II amp IIIis not available but there are drinking water supply tapping combined Aquifer andAquifer could not be assessed separatelyWater level Behavior (2015) Pre Monsoon 304-760 (mbgl) ampPost Monsoon-~370-

800(mbgl)

3D Lithology model

3D Lithology Fence

2 Aquifer Disposition Multiple Aquifer System (3 Aquifer System)Aquifer Geology Type ofAquifer Thickness ofGranularZones (m) Transmissivity(m2day) SpecificYield StorativityAquifer-I(11- 96m)

Quaternary

Alluvial

deposits

Unconfined 56 142-4300 0072 1010-3 to40310-3Aquifer-II(107-220m) Unconfinedto Confined 113 - NA -Aquifer-III(230-300m) Unconfinedto Confined 70 - NA -Aquifer comprises of freshwater only and the main Aquifer material is sandThe non-Aquifer material comprise of clay

3 Ground Water Resource Extraction Contamination and Other IssuesAquifer wiseResourcesavailable(in mcm) Dynamic Aquifer I 206In-storage Aquifer I 1305Dynamic Aquifer II -In-storage Aquifer II 6572Dynamic Aquifer III -In-storage Aquifer III 4345Total 1620Ground WaterExtraction (inmcm) Irrigation 25502Domestic amp Industrial 303Provision for domestic amp Industrialrequirement upto2025 (in mcm) 371Chemical Quality of ground water ampcontamination Potable for drinking and irrigationpurposesOther issues declining water level trend4 Ground Water Resource EnhancementAquifer wise space available forrecharge and proposed interventions Volume of unsaturated zone upto the averagedepth to water level (11 m)Other interventions proposed Artificial Recharge Roof top RainwaterHarvesting Farm recharge by constructingpits will save 4586 mcm volume of water


6 KALANOUR BLOCK (20620 SQ KM)1 Salient unformation

Population (2011) Rural- 81650Urban- -Total- 81650Rainfall 2014 (Gurdaspur Distt) Average annual rainfall - 104770 mmAverage Annual Rainfall (Kalanour block) 795 mmAgriculture and Irrigation Major Crops- Rice WheatOther crops- Sugarcane Potatoes PulsesNet Area Sown- 16008 sqkmTotal Irrigated Area- 31208 sqkm

Water Bodies amp Canal IrrigationWater bodies are available in the villages for the storm water and untreated water ofvillagers that can be used for irrigation after treatment The canal irrigation is availablein the Kalanour blockGround Water Resource Availability Ground Water Resources available in thedifferent group of Aquifers Aquifer I (48 m) is not very prominent in terms of thicknessand geographic extent as compared to Aquifer II (68 m) amp Aquifer III is (86 m) Block iscategorized as Over-Exploited as per Ground Water assessment 2013Ground water Extraction Information regarding the abstraction from Aquifer III isnot available but there are drinking water supply from tube wells tapping combinedAquifer and separate Aquifer could not be assessed separatelyWater level Behavior (2015) Pre Monsoon 304- 1179 (mbgl) ampPost Monsoon-~ 380 ndash 1109 (mbgl)


Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to

40310-3Aquifer-II(74-158m) Unconfinedto Confined 68 - NA -Aquifer-III(190-300m) Unconfinedto Confined 86 - NA -Aquifer comprises of freshwater only and the main Aquifer material is sandThe non-Aquifer material comprise of clay3D Lithology model

3D Lithology Fence

3 Ground Water Resource Extraction Contamination and Other IssuesAquifer wise WaterResources available(in mcm) Dynamic Aquifer I 13360In-storage Aquifer I 57053Dynamic Aquifer II -In-storage Aquifer II 3325Dynamic Aquifer III -In-storage Aquifer III 4585Total 783Ground WaterExtraction (inmcm) Irrigation 17354Domestic amp Industrial 186Provision for domestic amp Industrial sector(2025) (in mcm) 227Chemical Quality of ground water Potable for drinking and irrigationOther issues declining water level trend4 Ground Water Resource EnhancementAquifer wise space available forrecharge and proposed interventions Volume of unsaturated zone up to theaverage depth to water level (6 m)Other interventions proposed Artificial Recharge Roof top RainwaterHarvesting Farm recharge by constructingpits will save 2462 mcm volume of water


7 QUADIAN BLOCK (18086 SQ KM)1 Salient Features

Population (2011) Rural-96436Urban- 1733Total- 98169Rainfall 2014 (Gurdaspur Distt) Average annual rainfall ndash 104770 mmAverage Annual Rainfall (Quadian block) 894 mmAgriculture and Irrigation Major Crops- Rice WheatOther crops- Sugarcane Potatoes PulsesNet Area Sown- 15962 sqkmTotal Irrigated Area- 32062 sqkm

Water Bodies amp Canal IrrigationWater bodies are available in the villages for the storm water and untreated water ofvillagers that can be used for irrigation after treatment The canal irrigation isavailable in the Quadian blockGround Water Resource Availability Ground Water Resources available in thedifferent group of Aquifers Aquifer I (95 m) is very prominent in terms of thickness andgeographic extent Aquifer II (62 m) is less in thickness amp Aquifer III is (42 m) Block iscategorized as Critical as per Ground Water assessment 2013Ground water Extraction Information regarding the abstraction from Aquifer III isnot available but there are drinking water supply tapping from Tubewell combinedAquifer and separate Aquifer could not be assessed separatelyWater level Behavior (2015) Pre Monsoon 900-1951 (mbgl) ampPost Monsoon-~ 680-1510 (mbgl)


Quaternary

Alluvial

deposits

Unconfined 95 142-4300 0072 1010-3 to40310-3Aquifer-II(145-238m) Unconfinedto Confined 62 - NA -Aquifer-III(253-300m) Unconfinedto Confined 42 - NA -Aquifer comprises of freshwater only and the main Aquifer formation is sandThe non-Aquifer material comprise of clay

3D Lithology model

3D Lithology Fence

3 Ground Water Resource Extraction Contamination and Other IssuesAquifer wise WaterResource available(in mcm) Dynamic Aquifer I 11991In-storage Aquifer I 123530Dynamic Aquifer II -In-storage Aquifer II 2419Dynamic Aquifer III -In-storage Aquifer III 1786Total 1397Ground WaterExtraction (inmcm) Irrigation 15158Domestic amp Industrial 241provision for domestic amp Industrialrequirement up to 2025 (in mcm) 291Chemical Quality of ground water ampcontamination suitable for drinking and irrigationpurposesOther issues declining water level trend4 Ground Water Resource EnhancementAquifer wise space available forrecharge and proposed interventions Volume of unsaturated zone upto the averagedepth to water level (12m)Other interventions proposed Artificial Recharge Roof top RainwaterHarvesting Farm recharge by constructingpits will save 2849 mcm volume of water5 Demand Side InterventionsAdvanced Irrigation Practices Lining of underground pipelines (Kutcha channel)will save 4198 mcm volume of water wastageChange in cropping pattern Changing of cropping pattern is not required in theblockAlternate water sources Tanks ponds and canalsRegulation and Control -Other interventions proposed ifany -

8 SRI HARGOBINDPUR BLOCK (32640 SQ KM)1 Salient Information

Population (2011) Rural- 116271Urban- -Total- 116271Rainfall 2014 (Gurdaspur Distt) Average annual rainfall ndash 104770 mmAverage Annual Rainfall (Sri Hargobindpur block) 816 mmAgriculture and Irrigation Major Crops- Rice WheatOther crops- Sugarcane Potatoes PulsesNet Area Sown- 19585 sqkmTotal Irrigated Area- 39385 sqkm

Water Bodies amp Canal IrrigationWater bodies are available in the villages for the storm water and untreated water ofvillagers that can be used for irrigation after treatment The canal irrigation is availablein the Sri Hargobindpur blockGround Water Resource Availability Ground Water Resources available in thedifferent group of Aquifers Aquifer I (77 m) is very prominent in terms of thickness andgeographic extent Aquifer II (74 m) is very prominent in terms of thickness amp AquiferIII is (55 m) Block is categorized as Over-Exploited as per Ground Water assessment2013Ground water Extraction Information regarding the abstraction from Aquifer III isnot available but there are drinking water supply from tubewells tapping combinedAquifer and separate Aquifer could not be assessed separatelyWater level Behavior (2015) Pre Monsoon 450-1565 (mbgl) ampPost Monsoon-~ 450-1565 (mbgl)


Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence

3 Ground Water Resource Extraction Contamination and Other IssuesAquiferwise WaterResourceavailable(in mcm) Dynamic Aquifer I 15407In-storage Aquifer I 157062Dynamic Aquifer II -In-storage Aquifer II 4528Dynamic Aquifer III -In-storage Aquifer III 3669Total 1807Ground WaterExtraction (inmcm) Irrigation 17474Domestic amp Industrial 337Provision for domestic amp Industrialrequirement upto 2025 (in mcm) 398Chemical Quality of ground water ampcontamination Suitable for drinking and irrigationpurposesOther issues declining water level trend4 Ground Water Resource EnhancementAquifer wise space available forrecharge and proposed interventions Volume of unsaturated zone upto the averagedepth to water level (15m)Other interventions proposed Artificial Recharge Roof top RainwaterHarvesting Farm recharge by constructingpits will save 3346 mcm volume of water5 Demand Side InterventionsAdvanced Irrigation Practices Lining of underground pipelines (Kutcha channel)will save 4839 mcm volume of water wastageChange in cropping pattern Changing of cropping pattern is not required in theblockAlternate water sources Tanks ponds and canalsRegulation and Control -Other interventions proposed ifany -

9 DERA BABA NANAK BLOCK (29450 SQ KM)1 Salient information

Population (2011) Rural- 115015Urban- 4001Total- 119016Rainfall 2014 (Gurdaspur Distt) Average annual rainfall ndash 104770 mmAverage Annual Rainfall (Dera Baba Nanak block) 706 mmAgriculture and Irrigation Major Crops- Rice WheatOther crops- Sugarcane Potatoes PulsesNet Area Sown- 25271 sqkmTotal Irrigated Area- 48871 sqkm

Water Bodies amp Canal IrrigationWater bodies available in the villages for storm water and untreated waste water ofvillagers that can be used for irrigation after treatment The canal irrigation is alsoavailable in the Dera Baba Nanak blockGround Water Resource Availability Ground Water Resources available in thedifferent group of Aquifers Aquifer I (30 m) is not very prominent in terms of thicknessand geographic extent Aquifer II (75 m) is prominent in thickness amp Aquifer III is (42m) Block is categorized as Over-Exploited as per ground water assessment 2013Ground water Extraction Information regarding the abstraction from Aquifer III isnot available but there are drinking water supply from tubewelss tapping combinedAquifer and separate Aquifer could not be assessed separatelyWater level Behavior (2015) Pre Monsoon 200-1000 (mbgl)

2 Aquifer Disposition Multiple Aquifer System (3 Aquifer System)Aquifer Geology Type ofAquifer Thickness ofGranularZones (m) Transmissivity(m2day) SpecificYield StorativityAquifer-I(7-55 m)

Quaternary

Alluvial

deposits

Unconfined 30 142-4300 0072 1010-3 to40310-3Aquifer-II(57-165 m) Unconfinedto Confined 75 - NA -Aquifer-III(196-256m) Unconfinedto Confined 42 - NA -Aquifer comprises of freshwater only and the main Aquifer matirial is sandThe non-Aquifer material comprise of clay

3D Lithology model

3D Lithology Fence

3 Ground Water Resource Extraction Contamination and Other IssuesAquifer wise WaterResource available(in mcm) Dynamic Aquifer I 17691In-storage Aquifer I 63612Dynamic Aquifer II -In-storage Aquifer II 4771Dynamic Aquifer III -In-storage Aquifer III 2913Total 890Ground WaterExtraction (inmcm) Irrigation 24468Domestic amp Industrial 338Provision for domestic amp Industrial sectorrequirement up to 2025 (in mcm) 405Chemical Quality of ground water Suiatable for drinking andirrigationOther issues declining water level trend4 Ground Water Resource EnhancementAquifer wise space available forrecharge and proposed interventions Volume of unsaturated zone upto the averagedepth to water level (7m)Other interventions proposed Artificial Recharge Roof top RainwaterHarvesting Farm recharge by constructingpits will save 3098 mcm volume of water5 Demand Side InterventionsAdvanced Irrigation Practices Lining of underground pipelines (Kutcha channel)will save 6777 mcm volume of water wastageChange in cropping pattern Proposed change in cropping pattern from Paddyto maizesoyabean3 of the total area needs to change the cropfrom paddy to maizesoyabeanAnticipated volume of water to be saved bymaizesoyabean is 6 mcmAlternate water sources Tanks ponds and canalsRegulation and Control -Other interventions proposed ifany -

DHARIWAL BLOCK (25680 SQ KM)1 Salient information

Population (2011) Rural- 138380Urban- 7721Total- 146101Rainfall 2014 (Gurdaspur Distt) Average annual rainfall ndash 104770 mmAverage Annual Rainfall (Dhariwal block) 819 mmAgriculture and Irrigation Major Crops- Rice WheatOther crops- Sugarcane Potatoes PulsesNet Area Sown- 17430 sqkmTotal Irrigated Area- 33030 sqkm

Water Bodies amp Canal IrrigationWater bodies available in the villages for storm water and untreated waste water ofvillagers can be used for irrigation after treatment The canal irrigation is also availablein the Dhariwal blockGround Water Resource Availability Ground Water Resources available in thedifferent group of Aquifers Aquifer I (23 m) is not very prominent in terms ofthickness and geographic extent Aquifer II (48 m) is more in thickness amp Aquifer III isnot assessed due to non availability of data Block is categorized as Over-Exploited asper ground water assessment 2013Ground water Extraction Information regarding the abstraction from Aquifer III isnot available but there are drinking water supply tapping combined Aquifer andseparate Aquifer could not be assessed separatelyWater level Behavior (2015) Pre Monsoon 430-1180 (mbgl) ampPost Monsoon-~ 290-

2690 (mbgl)


Quaternary

Alluvial

deposits

Unconfined 23 142-4300 0072 1010-3 to40310-3Aquifer-II(66-133m) Unconfinedto Confined 48 - NA -Aquifer-III(225-300m) Unconfinedto Confined NA - NA -Aquifer comprises of freshwater only and the main Aquifer formation is sandThe non-Aquifer material comprise of clay

3D Lithology model

3D Lithology Fence

3 Ground Water Resource Extraction Contamination and Other IssuesAquifer wise WaterResource available(in mcm) Dynamic Aquifer I 19263In-storage Aquifer I 42526Dynamic Aquifer II -In-storage Aquifer II 2663Dynamic Aquifer III -In-storage Aquifer III -Total 645Ground WaterExtraction (inmcm) Irrigation 23214Domestic amp Industrial 313Provision for domestic amp Industrial sectorrequirement up to2025 (in mcm) 380Chemical Quality of ground water ampContamination Suitable for drinking and irrigationpurposesOther issues declining water level trend4 Ground Water Resource EnhancementAquifer wise space available forrecharge and proposed interventions Volume of unsaturated zone upto the averagedepth to water level (8 m)Other interventions proposed Artificial Recharge Roof top RainwaterHarvesting Farm recharge by constructingpits will save 3112 mcm volume of water5 Demand Side InterventionsAdvanced Irrigation Practices Lining of underground pipelines (Kutcha channel)will save 6429 mcm volume of water wastageChange in cropping pattern Changing of cropping pattern is not required in theblockAlternate water sources Tanks ponds and canalsRegulation and Control -Other interventions proposed ifany -

10GURDASPUR BLOCK (25680 SQ KM)1 Salient Information

Population (2011) Rural- 138380Urban- 7721Total- 146101Rainfall 2014 (Gurdaspur Distt) Average annual rainfall ndash 104770 mmAverage Annual Rainfall (Gurdaspur block) 819 mmAgriculture and Irrigation Major Crops- Rice WheatOther crops- Sugarcane Potatoes PulsesWater Bodies amp Canal IrrigationWater bodies available in the villages for storm water and untreated waste water ofvillagers that can be used for irrigation after treatment The canal irrigation is alsoavailable in the Gurdaspur blockGround Water Resource Availability Ground Water Resources available in thedifferent group of Aquifers Aquifer I (110 m) is very prominent in terms of thicknessand geographic extent Aquifer II (54 m) is not more in thickness amp Aquifer III (107 m)is also very prominent in terms of thickness and geographic extent Block is categorizedas Semi- Critical as per ground water assessment 2013Ground water Extraction Information regarding the abstraction from Aquifer II amp IIIis available but there are drinking water supply tapping combined Aquifer andseparate Aquifers are assessed separatelyWater level Behavior (2015) Pre Monsoon 430-1180 (mbgl) ampPost Monsoon-~ 290-

2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence

3 Ground Water Resource Extraction Contamination and Other IssuesAquifer wise WaterResource available(in mcm) Dynamic Aquifer I 18808In-storage Aquifer I 150177Dynamic Aquifer II -In-storage Aquifer II 2388Dynamic Aquifer III -In-storage Aquifer III 4616Total 1760Ground WaterExtraction (inmcm) Irrigation 14918Domestic amp Industrial 1069Provision for domestic amp Industrialrequirement up to 2025 (in mcm) 1254Chemical Quality of ground water ampcontamination Suitable for drinking and irrigationpurposesOther issues declining water level trend

4 Ground Water Resource EnhancementAquifer wise space available forrecharge and proposed interventions Volume of unsaturated zone upto the averagedepth to water level (5 m)Other interventions proposed Artificial Recharge Roof top RainwaterHarvesting Farm recharge by constructingpits will save 035 mcm volume of water5 Demand Side InterventionsAdvanced Irrigation Practices Lining of underground pipelines (Kutcha channel)will save 4000 mcm volume of water wastageChange in cropping pattern Changing of cropping pattern is not required in theblockAlternate water sources Tanks ponds and canalsRegulation and Control -Other interventions proposed ifany -

11DINANAGAR BLOCK (23630 SQ KM)1 Salient Information

Population (2011) Rural- 106323Urban- -Total- 106323Rainfall 2014 (Gurdaspur Distt) Average annual rainfall ndash 104770 mmAverage Annual Rainfall (Dinanagar block) 947 mmAgriculture and Irrigation Major Crops- Rice WheatOther crops- Sugarcane Potatoes PulsesNet Area Sown- 14722 sqkmTotal Irrigated Area- 26722 sqkm

Water Bodies amp Canal IrrigationWater bodies available in the villages for storm water and untreated waste water ofvillagers that can be used for irrigation after treatment The canal irrigation is alsoavailable in the Dinanagar blockGround Water Resource Availability Ground Water Resources available in thedifferent group of Aquifers Aquifer I (122 m) is very prominent in terms of thicknessand geographic extent Aquifer II amp Aquifer III is not assess due to non availability ofdata Block is categorized as Safe as per ground water assessment 2013Ground water Extraction Information regarding the abstraction from Aquifer II amp IIIis not availableWater level Behavior (2015) Pre Monsoon 347-680 (mbgl) ampPost Monsoon-~223-556(mbgl)


Quaternary

Alluvial

deposits

Unconfined 122 142-4300 0072 1010-3 to40310-3Aquifer-II Unconfinedto Confined NA - NA -Aquifer-III Unconfinedto Confined NA - NA -Aquifer comprises of freshwater only and the main Aquifer material is sandThe non-Aquifer material comprise of clay

3D Lithology model

3D Lithology Fence

3 Ground Water Resource Extraction Contamination and Other IssuesAquifer wise WaterResource available( mcm) Dynamic Aquifer I 19263In-storage Aquifer I 42526Dynamic Aquifer II -In-storage Aquifer II 2663Dynamic Aquifer III -In-storage Aquifer III -Total 645Ground WaterExtraction (inmcm) Irrigation 23214Domestic amp Industrial 313Provision for domestic amp Industrialrequirement up to2025 (in mcm) 380Chemical Quality of ground water ampContamination Suitable for drinking and irrigationpurposesOther issues declining water level trend4 Ground Water Resource EnhancementAquifer wise space available forrecharge and proposed interventions Volume of unsaturated zone up to theaverage depth to water level (8 m)Other interventions proposed Artificial Recharge Roof top RainwaterHarvesting Farm recharge by constructingpits will save 3112 mcm volume of water


12BAMYAL BLOCK (478 SQ KM)1 Salient Information

Population (2011) Rural- 16400Urban- -Total- 16400Rainfall 2014 (Pathankot Distt) Average annual rainfall ndash 104770 mmAverage Annual Rainfall (Bamyal block) 1158 mmAgriculture and Irrigation Major Crops- Rice WheatOther crops- Sugarcane Potatoes PulsesNet Area Sown- 3402 sqkmTotal Irrigated Area- 3434 sqkm

Water Bodies amp Canal IrrigationWater bodies are not available in the villages for the storm water and untreated wastewater of villagers that can be used for irrigation after treatmentGround Water Resource Availability Ground Water Resources available in thedifferent group of Aquifers Aquifer I (70 m) is very prominent in terms of thickness andgeographic extent Aquifer II amp Aquifer III is not assessed due to non availability of dataBlock is categorized as Safe as per ground water assessment2013Ground water Extraction Information regarding the abstraction from Aquifer II amp IIIis not availableWater level Behavior (2015) Pre Monsoon 430-492 (mbgl) ampPost Monsoon-~460-490 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence

3 Ground Water Resource Extraction Contamination and Other IssuesAquifer wise WaterResource available(mcm) Dynamic Aquifer I 1698In-storage Aquifer I 9292Dynamic Aquifer II -In-storage Aquifer II -Dynamic Aquifer III -In-storage Aquifer III -Total 10990Ground WaterExtraction (inmcm) Irrigation 1302Domestic amp Industrial 099Provision for domestic amp Industrialrequirement up to 2025 (in mcm) 122Chemical Quality of ground water ampcontamination Suitable for drinking and irrigationpurposesOther issues declining water level trend4 Ground Water Resource EnhancementAquifer wise space available forrecharge and proposed interventions Volume of unsaturated zone up to theaverage depth to water level (5 m)Other interventions proposed -5 Demand Side InterventionsAdvanced Irrigation Practices -Change in cropping pattern Changing of cropping pattern is not required in theblockAlternate water sources Tanks ponds and canalsRegulation and Control -Other interventions proposed ifany -

13NAROT JAIMAL SINGH BLOCK (17090 SQ KM)1 Salient Information

Population (2011) Rural- 85614Urban- -Total- 85614Rainfall 2014 (Pathankot Distt) Average annual rainfall ndash 104770 mmAverage Annual Rainfall (Narot Jaimal Singh block) 1103 mmAgriculture and Irrigation Major Crops- Rice WheatOther crops- Sugarcane Potatoes PulsesNet Area Sown- 97 sqkmTotal Irrigated Area- 13765 sqkm

Water Bodies amp Canal IrrigationWater bodies available in the villages for storm water and untreated waste water ofvillagers can be used for irrigation after treatmentGround Water Resource Availability Ground Water Resources available in thedifferent group of Aquifers Aquifer I (86m) is very prominent in terms of thickness andgeographic extent Aquifer II amp Aquifer III is not assessed due to non availability of dataBlock is categorized as Safe as per ground water assessment 2013Ground water Extraction Information regarding the abstraction from Aquifer II amp IIIis not availableWater level Behavior (2015) Pre Monsoon 480 (mbgl) ampPost Monsoon-~470(mbgl)


Quaternary

Alluvial

deposits

Unconfined 86 142-4300 0072 1010-3 to40310-3Aquifer-II(101-300m) Unconfinedto Confined 129 142-4300 NA 1010-3 to40310-3Aquifer-III Unconfinedto Confined NA - NA -Aquifer comprises of freshwater only and the main Aquifer material is sandThe non-Aquifer material comprise of clay

3D Lithology model

3D Lithology Fence

Lithological Section

Stratigraphical Section

3 Ground Water Resource Extraction Contamination and Other IssuesAquifer wise WaterResource available(mcm) Dynamic Aquifer I 5815In-storage Aquifer I 77520Dynamic Aquifer II -In-storage Aquifer II 888Dynamic Aquifer III -In-storage Aquifer III -Total 842Ground WaterExtraction (inmcm) Irrigation 5128Domestic amp Industrial 252Provision for domestic amp Industrialrequirement up to 2025 (in mcm) 310Chemical Quality of ground water ampcontamination Suitable for drinking and irrigationpurposesOther issues declining water level trend4 Ground Water Resource EnhancementAquifer wise space available forrecharge and proposed interventions Volume of unsaturated zone upto the averagedepth to water level (5 m)Other interventions proposed -5 Demand Side InterventionsAdvanced Irrigation Practices -Change in cropping pattern Changing of cropping pattern is not required in theblockAlternate water sources Tanks ponds and canalsRegulation and Control -Other interventions proposed ifany -

14 PATHANKOT BLOCK (35150 SQ KM)1 Salient Information

Population (2011) Rural- 216223Urban- 143593Total- 72630Rainfall 2014 (Pathankot Distt) Average annual rainfall ndash 104770 mmAverage Annual Rainfall (Pathankot block) 1121 mmAgriculture and Irrigation Major Crops- Rice WheatOther crops- Sugarcane Potatoes PulsesNet Area Sown- 6830 sqkmTotal Irrigated Area- 6886 sqkm

Water Bodies amp Canal IrrigationWater bodies available in the villages for storm water and untreated waste water ofvillagers that can be used for irrigation after treatmentGround Water Resource Availability Ground Water Resources available in thedifferent group of Aquifers Aquifer I amp II (39 m) is very prominent in terms of thicknessand geographic extent Aquifer III is not assessed due to non availability of data Blockis categorized as Safe as per ground water assessment 2013Ground water Extraction Information regarding the abstraction from Aquifer III isnot availableWater level Behavior (2015) Pre Monsoon 191-954 (mbgl) ampPost Monsoon-~252-848 (mbgl)


Quaternary

Alluvial

deposits

Unconfined 39 142-4300 0072 1010-3 to40310-3Aquifer-II(73 ndash 160m) Unconfinedto Confined 39 - NA -Aquifer-III Unconfinedto Confined NA - NA -Aquifer comprises of freshwater only and the main Aquifer matierial is sandThe non-Aquifer material comprise of clay

3D Lithology model

3D Lithology Fence

3 Ground Water Resource Extraction Contamination and Other IssuesAquifer wise WaterResource available( mcm) Dynamic Aquifer I 18555In-storage Aquifer I 987Dynamic Aquifer II -In-storage Aquifer II 163Dynamic Aquifer III -In-storage Aquifer III -Total 1174Ground WaterExtraction (inmcm) Irrigation 11190Domestic amp Industrial 1229Provision for domestic amp Industrial sectorrequirement up to 2025 (in mcm) 1441Chemical Quality of ground water ampcontamination Suitable for drinking and irrigationpurposesOther issues declining water level trend4 Ground Water Resource EnhancementAquifer wise space available forrecharge and proposed interventions Volume of unsaturated zone up to theaverage depth to water level (7 m)Other interventions proposed -5 Demand Side InterventionsAdvanced Irrigation Practices -Change in cropping pattern Changing of cropping pattern is not required in theblockAlternate water sources Tanks ponds and canalsRegulation and Control -Other interventions proposed ifany -

15DHAR KALAN BLOCK (39840 SQ KM)1 Salient Information


Water Bodies amp Canal IrrigationWater bodies available in the villages for the storm water and untreated waste water ofvillagers that can be used for irrigation after treatmentGround Water Resource Availability Ground Water Resources available in thedifferent group of Aquifers Aquifer I (122 m) is very prominent in terms of thicknessand geographic extent Aquifer II amp Aquifer III is not assessed due to non availability ofdata Block is categorized as Safe as per ground water assessment 2013Ground water Extraction Information regarding the abstraction from Aquifer II amp IIIis not availableWater level Behavior (2015) Post Monsoon-~ 290-2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence



3 Ground Water Resource Extraction Contamination and Other IssuesAquifer wise WaterResource available( mcm) Dynamic Aquifer I 5890In-storage Aquifer I 29621Dynamic Aquifer II -In-storage Aquifer II -Dynamic Aquifer III -In-storage Aquifer III -Total 355Ground WaterExtraction (inmcm) Irrigation 878Domestic amp Industrial 246Provision for domestic amp Industrialrequirement up to 2025 (in mcm) 30Chemical Quality of ground water ampcontamination Suitable for drinking and irrigationpurposesOther issues declining water level trend4 Ground Water Resource EnhancementAquifer wise space available forrecharge and proposed interventions Volume of unsaturated zone upto the averagedepth to water level (9 m)Other interventions proposed -5 Demand Side InterventionsAdvanced Irrigation Practices -Change in cropping pattern Changing of cropping pattern is not required in theblockAlternate water sources Tanks ponds and canalsRegulation and Control -Other interventions proposed ifany -

कदरीय भमि जल बोरड

जल ससाधन नदी विकास और गगा सरकषण मतरालय

भारत सरकार

AQUIFER MAPPING

amp

MANAGEMENT PLAN

GURDASPUR DISTRICT

PUNJAB



AQUIFER MAPPING

amp

MANAGEMENT PLAN

GURDASPUR DISTRICT

PUNJAB



AQUIFER MAPPING

amp

MANAGEMENT PLAN

GURDASPUR DISTRICT

PUNJAB



CONTENTS

1 INTRODUCTION


3 HYDROGEOLOGY





i BATALA BLOCK

ii DINA NAGAR BLOCK


iv GURDASPUR BLOCK

v KAHNUWAN BLOCK

vi KALANAUR BLOCK

vii QADIAN BLOCK



x DHARIWAL BLOCK


i BAMYAL BLOCK

ii DHAR KALAN BLOCK

iii PATHANKOT BLOCK


9 CONCLUSION






10 INTRODUCTION







































21 Tube well Logs





shown in table




Total 10 6 0 1



Total 4 51 5 8














Type ofWell

As inmgl

Fe inmgl



Dugwell 0017 01988



Tubewell 0027 10238

3 Dera BabaNanak

Dere BabaNanak


Handpump 0001 29022


NanakGurdaspur

319225 750703Handpump 0003 09503

8 GhaniyakeBanger

FatehgarhChudian


Handpump 0002 00882



Handpump 0001 20563

10 SriHargobindpur

SreeHargobindpur


Dugwell 0001 00301



Tubewell 0001 BDL



320572 755030Dugwell 0008 0219
































is in fig 4







(m amsl)Source of


200-300

Loca-tion

gt300













Singh1C 43P08 3025 2665 CGWB




on (mamsl)


100Location 100-

200Locatio

n200-300

Location gt300


6858 241 PSTC


8077 258 PSTC


9601 252 PSTC























7 CGWB


3753 CGWB



3 HYDROGEOLOGY

31 PREVIOUS WORK









































bottoms





















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87












year 2013










sediments















124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation

ExistingGross


andindustrial

watersupply

ExistingGross


Provisionfor

domesticand


supply to2025

NetGroundWater

Availability for


ent

Stage ofGroundWater

Development()

BATALA 17609 25430 1084 26514 1268 -9088 151

DINA NAGAR 11139 11241 270 11511 326 -428 103


GURDASPUR 18808 14918 1069 15987 1254 2637 85

KAHNUWAN 20554 25199 303 25502 371 -5016 124

KALANAUR 13360 17354 186 17541 227 -4221 131

QADIAN 11991 15158 241 15398 291 -3458 128


DERA BABANANAK 17691 24468 338 24806 405 -7183 140

DHARIWAL 19263 23214 313 23527 380 -4331 122

Total (ham) 164473 198971 4466 203437 5301 -39799 124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation


andindustrial

water supply

ExistingGross




supply to2025

Net GroundWater


development

Stageof

Ground

WaterDevelopment

()BAMYAL 1698 1302 99 1401 122 275 82

DHAR KALAN 5890 878 246 1124 300 4712 19

PATHANKOT 18555 11190 1229 12419 1441 5924 67


Total (ham) 31959 18497 1827 20324 2173 11288 64













Resources



SN

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depth tobottom

ofunconfin

edAquifer I(m bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

GranularZone in

unconfined

Aquifer IbelowPre-

monsoonWL(m)

Average

Specific Yield



(ham)

TotalGeograp

hicalArea






SrNo

Name ofAssessment

Unit

Type ofrock

formation


II(m bgl)

Depthto

bottomof

AquiferII

(m bgl)

TotalThickness


depth(m)

(9-8)

Thicknessof the


depth(m)


ivity



FRESH(ham)



BRAKISH SALINE

(ham)

TotalGeographica

l Area


WaterBrackishSali

neWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14


Singh Alluvium 17090 17090 17090 0 101 300 199 129 0000403 888 04


DistTotal (ham) 96860 72843 72843 0 1052



Annexure I B-2



AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




Resources [(5)+(6)+(7)]

ham mcm1 2 3 4 5 6 7 8 9



Table -8

SrNo

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depthto

bottom of

Aquifer

Group I(m

bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

Granular Zone

inAQUIFE

RGROUP-I below

Pre-monsoon

WL(m)

Average

Specific Yield



(ham)



BRAKISHSALINE

(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 993697 0




SrNo

Name ofAssessment

Unit



r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0



SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







CONTENTS

1 INTRODUCTION


3 HYDROGEOLOGY





i BATALA BLOCK

ii DINA NAGAR BLOCK


iv GURDASPUR BLOCK

v KAHNUWAN BLOCK

vi KALANAUR BLOCK

vii QADIAN BLOCK



x DHARIWAL BLOCK


i BAMYAL BLOCK

ii DHAR KALAN BLOCK

iii PATHANKOT BLOCK


9 CONCLUSION






10 INTRODUCTION







































21 Tube well Logs





shown in table




Total 10 6 0 1



Total 4 51 5 8














Type ofWell

As inmgl

Fe inmgl



Dugwell 0017 01988



Tubewell 0027 10238

3 Dera BabaNanak

Dere BabaNanak


Handpump 0001 29022


NanakGurdaspur

319225 750703Handpump 0003 09503

8 GhaniyakeBanger

FatehgarhChudian


Handpump 0002 00882



Handpump 0001 20563

10 SriHargobindpur

SreeHargobindpur


Dugwell 0001 00301



Tubewell 0001 BDL



320572 755030Dugwell 0008 0219
































is in fig 4







(m amsl)Source of


200-300

Loca-tion

gt300













Singh1C 43P08 3025 2665 CGWB




on (mamsl)


100Location 100-

200Locatio

n200-300

Location gt300


6858 241 PSTC


8077 258 PSTC


9601 252 PSTC























7 CGWB


3753 CGWB



3 HYDROGEOLOGY

31 PREVIOUS WORK









































bottoms





















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87












year 2013










sediments















124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation

ExistingGross


andindustrial

watersupply

ExistingGross


Provisionfor

domesticand


supply to2025

NetGroundWater

Availability for


ent

Stage ofGroundWater

Development()

BATALA 17609 25430 1084 26514 1268 -9088 151

DINA NAGAR 11139 11241 270 11511 326 -428 103


GURDASPUR 18808 14918 1069 15987 1254 2637 85

KAHNUWAN 20554 25199 303 25502 371 -5016 124

KALANAUR 13360 17354 186 17541 227 -4221 131

QADIAN 11991 15158 241 15398 291 -3458 128


DERA BABANANAK 17691 24468 338 24806 405 -7183 140

DHARIWAL 19263 23214 313 23527 380 -4331 122

Total (ham) 164473 198971 4466 203437 5301 -39799 124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation


andindustrial

water supply

ExistingGross




supply to2025

Net GroundWater


development

Stageof

Ground

WaterDevelopment

()BAMYAL 1698 1302 99 1401 122 275 82

DHAR KALAN 5890 878 246 1124 300 4712 19

PATHANKOT 18555 11190 1229 12419 1441 5924 67


Total (ham) 31959 18497 1827 20324 2173 11288 64













Resources



SN

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depth tobottom

ofunconfin

edAquifer I(m bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

GranularZone in

unconfined

Aquifer IbelowPre-

monsoonWL(m)

Average

Specific Yield



(ham)

TotalGeograp

hicalArea






SrNo

Name ofAssessment

Unit

Type ofrock

formation


II(m bgl)

Depthto

bottomof

AquiferII

(m bgl)

TotalThickness


depth(m)

(9-8)

Thicknessof the


depth(m)


ivity



FRESH(ham)



BRAKISH SALINE

(ham)

TotalGeographica

l Area


WaterBrackishSali

neWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14


Singh Alluvium 17090 17090 17090 0 101 300 199 129 0000403 888 04


DistTotal (ham) 96860 72843 72843 0 1052



Annexure I B-2



AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




Resources [(5)+(6)+(7)]

ham mcm1 2 3 4 5 6 7 8 9



Table -8

SrNo

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depthto

bottom of

Aquifer

Group I(m

bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

Granular Zone

inAQUIFE

RGROUP-I below

Pre-monsoon

WL(m)

Average

Specific Yield



(ham)



BRAKISHSALINE

(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 993697 0




SrNo

Name ofAssessment

Unit



r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0



SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence












10 INTRODUCTION







































21 Tube well Logs





shown in table




Total 10 6 0 1



Total 4 51 5 8














Type ofWell

As inmgl

Fe inmgl



Dugwell 0017 01988



Tubewell 0027 10238

3 Dera BabaNanak

Dere BabaNanak


Handpump 0001 29022


NanakGurdaspur

319225 750703Handpump 0003 09503

8 GhaniyakeBanger

FatehgarhChudian


Handpump 0002 00882



Handpump 0001 20563

10 SriHargobindpur

SreeHargobindpur


Dugwell 0001 00301



Tubewell 0001 BDL



320572 755030Dugwell 0008 0219
































is in fig 4







(m amsl)Source of


200-300

Loca-tion

gt300













Singh1C 43P08 3025 2665 CGWB




on (mamsl)


100Location 100-

200Locatio

n200-300

Location gt300


6858 241 PSTC


8077 258 PSTC


9601 252 PSTC























7 CGWB


3753 CGWB



3 HYDROGEOLOGY

31 PREVIOUS WORK









































bottoms





















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87












year 2013










sediments















124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation

ExistingGross


andindustrial

watersupply

ExistingGross


Provisionfor

domesticand


supply to2025

NetGroundWater

Availability for


ent

Stage ofGroundWater

Development()

BATALA 17609 25430 1084 26514 1268 -9088 151

DINA NAGAR 11139 11241 270 11511 326 -428 103


GURDASPUR 18808 14918 1069 15987 1254 2637 85

KAHNUWAN 20554 25199 303 25502 371 -5016 124

KALANAUR 13360 17354 186 17541 227 -4221 131

QADIAN 11991 15158 241 15398 291 -3458 128


DERA BABANANAK 17691 24468 338 24806 405 -7183 140

DHARIWAL 19263 23214 313 23527 380 -4331 122

Total (ham) 164473 198971 4466 203437 5301 -39799 124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation


andindustrial

water supply

ExistingGross




supply to2025

Net GroundWater


development

Stageof

Ground

WaterDevelopment

()BAMYAL 1698 1302 99 1401 122 275 82

DHAR KALAN 5890 878 246 1124 300 4712 19

PATHANKOT 18555 11190 1229 12419 1441 5924 67


Total (ham) 31959 18497 1827 20324 2173 11288 64













Resources



SN

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depth tobottom

ofunconfin

edAquifer I(m bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

GranularZone in

unconfined

Aquifer IbelowPre-

monsoonWL(m)

Average

Specific Yield



(ham)

TotalGeograp

hicalArea






SrNo

Name ofAssessment

Unit

Type ofrock

formation


II(m bgl)

Depthto

bottomof

AquiferII

(m bgl)

TotalThickness


depth(m)

(9-8)

Thicknessof the


depth(m)


ivity



FRESH(ham)



BRAKISH SALINE

(ham)

TotalGeographica

l Area


WaterBrackishSali

neWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14


Singh Alluvium 17090 17090 17090 0 101 300 199 129 0000403 888 04


DistTotal (ham) 96860 72843 72843 0 1052



Annexure I B-2



AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




Resources [(5)+(6)+(7)]

ham mcm1 2 3 4 5 6 7 8 9



Table -8

SrNo

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depthto

bottom of

Aquifer

Group I(m

bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

Granular Zone

inAQUIFE

RGROUP-I below

Pre-monsoon

WL(m)

Average

Specific Yield



(ham)



BRAKISHSALINE

(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 993697 0




SrNo

Name ofAssessment

Unit



r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0



SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




















21 Tube well Logs





shown in table




Total 10 6 0 1



Total 4 51 5 8














Type ofWell

As inmgl

Fe inmgl



Dugwell 0017 01988



Tubewell 0027 10238

3 Dera BabaNanak

Dere BabaNanak


Handpump 0001 29022


NanakGurdaspur

319225 750703Handpump 0003 09503

8 GhaniyakeBanger

FatehgarhChudian


Handpump 0002 00882



Handpump 0001 20563

10 SriHargobindpur

SreeHargobindpur


Dugwell 0001 00301



Tubewell 0001 BDL



320572 755030Dugwell 0008 0219
































is in fig 4







(m amsl)Source of


200-300

Loca-tion

gt300













Singh1C 43P08 3025 2665 CGWB




on (mamsl)


100Location 100-

200Locatio

n200-300

Location gt300


6858 241 PSTC


8077 258 PSTC


9601 252 PSTC























7 CGWB


3753 CGWB



3 HYDROGEOLOGY

31 PREVIOUS WORK









































bottoms





















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87












year 2013










sediments















124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation

ExistingGross


andindustrial

watersupply

ExistingGross


Provisionfor

domesticand


supply to2025

NetGroundWater

Availability for


ent

Stage ofGroundWater

Development()

BATALA 17609 25430 1084 26514 1268 -9088 151

DINA NAGAR 11139 11241 270 11511 326 -428 103


GURDASPUR 18808 14918 1069 15987 1254 2637 85

KAHNUWAN 20554 25199 303 25502 371 -5016 124

KALANAUR 13360 17354 186 17541 227 -4221 131

QADIAN 11991 15158 241 15398 291 -3458 128


DERA BABANANAK 17691 24468 338 24806 405 -7183 140

DHARIWAL 19263 23214 313 23527 380 -4331 122

Total (ham) 164473 198971 4466 203437 5301 -39799 124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation


andindustrial

water supply

ExistingGross




supply to2025

Net GroundWater


development

Stageof

Ground

WaterDevelopment

()BAMYAL 1698 1302 99 1401 122 275 82

DHAR KALAN 5890 878 246 1124 300 4712 19

PATHANKOT 18555 11190 1229 12419 1441 5924 67


Total (ham) 31959 18497 1827 20324 2173 11288 64













Resources



SN

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depth tobottom

ofunconfin

edAquifer I(m bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

GranularZone in

unconfined

Aquifer IbelowPre-

monsoonWL(m)

Average

Specific Yield



(ham)

TotalGeograp

hicalArea






SrNo

Name ofAssessment

Unit

Type ofrock

formation


II(m bgl)

Depthto

bottomof

AquiferII

(m bgl)

TotalThickness


depth(m)

(9-8)

Thicknessof the


depth(m)


ivity



FRESH(ham)



BRAKISH SALINE

(ham)

TotalGeographica

l Area


WaterBrackishSali

neWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14


Singh Alluvium 17090 17090 17090 0 101 300 199 129 0000403 888 04


DistTotal (ham) 96860 72843 72843 0 1052



Annexure I B-2



AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




Resources [(5)+(6)+(7)]

ham mcm1 2 3 4 5 6 7 8 9



Table -8

SrNo

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depthto

bottom of

Aquifer

Group I(m

bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

Granular Zone

inAQUIFE

RGROUP-I below

Pre-monsoon

WL(m)

Average

Specific Yield



(ham)



BRAKISHSALINE

(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 993697 0




SrNo

Name ofAssessment

Unit



r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0



SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Type ofWell

As inmgl

Fe inmgl



Dugwell 0017 01988



Tubewell 0027 10238

3 Dera BabaNanak

Dere BabaNanak


Handpump 0001 29022


NanakGurdaspur

319225 750703Handpump 0003 09503

8 GhaniyakeBanger

FatehgarhChudian


Handpump 0002 00882



Handpump 0001 20563

10 SriHargobindpur

SreeHargobindpur


Dugwell 0001 00301



Tubewell 0001 BDL



320572 755030Dugwell 0008 0219
































is in fig 4







(m amsl)Source of


200-300

Loca-tion

gt300













Singh1C 43P08 3025 2665 CGWB




on (mamsl)


100Location 100-

200Locatio

n200-300

Location gt300


6858 241 PSTC


8077 258 PSTC


9601 252 PSTC























7 CGWB


3753 CGWB



3 HYDROGEOLOGY

31 PREVIOUS WORK









































bottoms





















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87












year 2013










sediments















124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation

ExistingGross


andindustrial

watersupply

ExistingGross


Provisionfor

domesticand


supply to2025

NetGroundWater

Availability for


ent

Stage ofGroundWater

Development()

BATALA 17609 25430 1084 26514 1268 -9088 151

DINA NAGAR 11139 11241 270 11511 326 -428 103


GURDASPUR 18808 14918 1069 15987 1254 2637 85

KAHNUWAN 20554 25199 303 25502 371 -5016 124

KALANAUR 13360 17354 186 17541 227 -4221 131

QADIAN 11991 15158 241 15398 291 -3458 128


DERA BABANANAK 17691 24468 338 24806 405 -7183 140

DHARIWAL 19263 23214 313 23527 380 -4331 122

Total (ham) 164473 198971 4466 203437 5301 -39799 124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation


andindustrial

water supply

ExistingGross




supply to2025

Net GroundWater


development

Stageof

Ground

WaterDevelopment

()BAMYAL 1698 1302 99 1401 122 275 82

DHAR KALAN 5890 878 246 1124 300 4712 19

PATHANKOT 18555 11190 1229 12419 1441 5924 67


Total (ham) 31959 18497 1827 20324 2173 11288 64













Resources



SN

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depth tobottom

ofunconfin

edAquifer I(m bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

GranularZone in

unconfined

Aquifer IbelowPre-

monsoonWL(m)

Average

Specific Yield



(ham)

TotalGeograp

hicalArea






SrNo

Name ofAssessment

Unit

Type ofrock

formation


II(m bgl)

Depthto

bottomof

AquiferII

(m bgl)

TotalThickness


depth(m)

(9-8)

Thicknessof the


depth(m)


ivity



FRESH(ham)



BRAKISH SALINE

(ham)

TotalGeographica

l Area


WaterBrackishSali

neWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14


Singh Alluvium 17090 17090 17090 0 101 300 199 129 0000403 888 04


DistTotal (ham) 96860 72843 72843 0 1052



Annexure I B-2



AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




Resources [(5)+(6)+(7)]

ham mcm1 2 3 4 5 6 7 8 9



Table -8

SrNo

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depthto

bottom of

Aquifer

Group I(m

bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

Granular Zone

inAQUIFE

RGROUP-I below

Pre-monsoon

WL(m)

Average

Specific Yield



(ham)



BRAKISHSALINE

(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 993697 0




SrNo

Name ofAssessment

Unit



r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0



SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





































is in fig 4







(m amsl)Source of


200-300

Loca-tion

gt300













Singh1C 43P08 3025 2665 CGWB




on (mamsl)


100Location 100-

200Locatio

n200-300

Location gt300


6858 241 PSTC


8077 258 PSTC


9601 252 PSTC























7 CGWB


3753 CGWB



3 HYDROGEOLOGY

31 PREVIOUS WORK









































bottoms





















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87












year 2013










sediments















124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation

ExistingGross


andindustrial

watersupply

ExistingGross


Provisionfor

domesticand


supply to2025

NetGroundWater

Availability for


ent

Stage ofGroundWater

Development()

BATALA 17609 25430 1084 26514 1268 -9088 151

DINA NAGAR 11139 11241 270 11511 326 -428 103


GURDASPUR 18808 14918 1069 15987 1254 2637 85

KAHNUWAN 20554 25199 303 25502 371 -5016 124

KALANAUR 13360 17354 186 17541 227 -4221 131

QADIAN 11991 15158 241 15398 291 -3458 128


DERA BABANANAK 17691 24468 338 24806 405 -7183 140

DHARIWAL 19263 23214 313 23527 380 -4331 122

Total (ham) 164473 198971 4466 203437 5301 -39799 124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation


andindustrial

water supply

ExistingGross




supply to2025

Net GroundWater


development

Stageof

Ground

WaterDevelopment

()BAMYAL 1698 1302 99 1401 122 275 82

DHAR KALAN 5890 878 246 1124 300 4712 19

PATHANKOT 18555 11190 1229 12419 1441 5924 67


Total (ham) 31959 18497 1827 20324 2173 11288 64













Resources



SN

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depth tobottom

ofunconfin

edAquifer I(m bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

GranularZone in

unconfined

Aquifer IbelowPre-

monsoonWL(m)

Average

Specific Yield



(ham)

TotalGeograp

hicalArea






SrNo

Name ofAssessment

Unit

Type ofrock

formation


II(m bgl)

Depthto

bottomof

AquiferII

(m bgl)

TotalThickness


depth(m)

(9-8)

Thicknessof the


depth(m)


ivity



FRESH(ham)



BRAKISH SALINE

(ham)

TotalGeographica

l Area


WaterBrackishSali

neWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14


Singh Alluvium 17090 17090 17090 0 101 300 199 129 0000403 888 04


DistTotal (ham) 96860 72843 72843 0 1052



Annexure I B-2



AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




Resources [(5)+(6)+(7)]

ham mcm1 2 3 4 5 6 7 8 9



Table -8

SrNo

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depthto

bottom of

Aquifer

Group I(m

bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

Granular Zone

inAQUIFE

RGROUP-I below

Pre-monsoon

WL(m)

Average

Specific Yield



(ham)



BRAKISHSALINE

(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 993697 0




SrNo

Name ofAssessment

Unit



r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0



SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence










(m amsl)Source of


200-300

Loca-tion

gt300













Singh1C 43P08 3025 2665 CGWB




on (mamsl)


100Location 100-

200Locatio

n200-300

Location gt300


6858 241 PSTC


8077 258 PSTC


9601 252 PSTC























7 CGWB


3753 CGWB



3 HYDROGEOLOGY

31 PREVIOUS WORK









































bottoms





















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87












year 2013










sediments















124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation

ExistingGross


andindustrial

watersupply

ExistingGross


Provisionfor

domesticand


supply to2025

NetGroundWater

Availability for


ent

Stage ofGroundWater

Development()

BATALA 17609 25430 1084 26514 1268 -9088 151

DINA NAGAR 11139 11241 270 11511 326 -428 103


GURDASPUR 18808 14918 1069 15987 1254 2637 85

KAHNUWAN 20554 25199 303 25502 371 -5016 124

KALANAUR 13360 17354 186 17541 227 -4221 131

QADIAN 11991 15158 241 15398 291 -3458 128


DERA BABANANAK 17691 24468 338 24806 405 -7183 140

DHARIWAL 19263 23214 313 23527 380 -4331 122

Total (ham) 164473 198971 4466 203437 5301 -39799 124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation


andindustrial

water supply

ExistingGross




supply to2025

Net GroundWater


development

Stageof

Ground

WaterDevelopment

()BAMYAL 1698 1302 99 1401 122 275 82

DHAR KALAN 5890 878 246 1124 300 4712 19

PATHANKOT 18555 11190 1229 12419 1441 5924 67


Total (ham) 31959 18497 1827 20324 2173 11288 64













Resources



SN

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depth tobottom

ofunconfin

edAquifer I(m bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

GranularZone in

unconfined

Aquifer IbelowPre-

monsoonWL(m)

Average

Specific Yield



(ham)

TotalGeograp

hicalArea






SrNo

Name ofAssessment

Unit

Type ofrock

formation


II(m bgl)

Depthto

bottomof

AquiferII

(m bgl)

TotalThickness


depth(m)

(9-8)

Thicknessof the


depth(m)


ivity



FRESH(ham)



BRAKISH SALINE

(ham)

TotalGeographica

l Area


WaterBrackishSali

neWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14


Singh Alluvium 17090 17090 17090 0 101 300 199 129 0000403 888 04


DistTotal (ham) 96860 72843 72843 0 1052



Annexure I B-2



AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




Resources [(5)+(6)+(7)]

ham mcm1 2 3 4 5 6 7 8 9



Table -8

SrNo

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depthto

bottom of

Aquifer

Group I(m

bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

Granular Zone

inAQUIFE

RGROUP-I below

Pre-monsoon

WL(m)

Average

Specific Yield



(ham)



BRAKISHSALINE

(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 993697 0




SrNo

Name ofAssessment

Unit



r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0



SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence










on (mamsl)


100Location 100-

200Locatio

n200-300

Location gt300


6858 241 PSTC


8077 258 PSTC


9601 252 PSTC























7 CGWB


3753 CGWB



3 HYDROGEOLOGY

31 PREVIOUS WORK









































bottoms





















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87












year 2013










sediments















124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation

ExistingGross


andindustrial

watersupply

ExistingGross


Provisionfor

domesticand


supply to2025

NetGroundWater

Availability for


ent

Stage ofGroundWater

Development()

BATALA 17609 25430 1084 26514 1268 -9088 151

DINA NAGAR 11139 11241 270 11511 326 -428 103


GURDASPUR 18808 14918 1069 15987 1254 2637 85

KAHNUWAN 20554 25199 303 25502 371 -5016 124

KALANAUR 13360 17354 186 17541 227 -4221 131

QADIAN 11991 15158 241 15398 291 -3458 128


DERA BABANANAK 17691 24468 338 24806 405 -7183 140

DHARIWAL 19263 23214 313 23527 380 -4331 122

Total (ham) 164473 198971 4466 203437 5301 -39799 124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation


andindustrial

water supply

ExistingGross




supply to2025

Net GroundWater


development

Stageof

Ground

WaterDevelopment

()BAMYAL 1698 1302 99 1401 122 275 82

DHAR KALAN 5890 878 246 1124 300 4712 19

PATHANKOT 18555 11190 1229 12419 1441 5924 67


Total (ham) 31959 18497 1827 20324 2173 11288 64













Resources



SN

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depth tobottom

ofunconfin

edAquifer I(m bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

GranularZone in

unconfined

Aquifer IbelowPre-

monsoonWL(m)

Average

Specific Yield



(ham)

TotalGeograp

hicalArea






SrNo

Name ofAssessment

Unit

Type ofrock

formation


II(m bgl)

Depthto

bottomof

AquiferII

(m bgl)

TotalThickness


depth(m)

(9-8)

Thicknessof the


depth(m)


ivity



FRESH(ham)



BRAKISH SALINE

(ham)

TotalGeographica

l Area


WaterBrackishSali

neWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14


Singh Alluvium 17090 17090 17090 0 101 300 199 129 0000403 888 04


DistTotal (ham) 96860 72843 72843 0 1052



Annexure I B-2



AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




Resources [(5)+(6)+(7)]

ham mcm1 2 3 4 5 6 7 8 9



Table -8

SrNo

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depthto

bottom of

Aquifer

Group I(m

bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

Granular Zone

inAQUIFE

RGROUP-I below

Pre-monsoon

WL(m)

Average

Specific Yield



(ham)



BRAKISHSALINE

(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 993697 0




SrNo

Name ofAssessment

Unit



r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0



SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence












7 CGWB


3753 CGWB



3 HYDROGEOLOGY

31 PREVIOUS WORK









































bottoms





















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87












year 2013










sediments















124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation

ExistingGross


andindustrial

watersupply

ExistingGross


Provisionfor

domesticand


supply to2025

NetGroundWater

Availability for


ent

Stage ofGroundWater

Development()

BATALA 17609 25430 1084 26514 1268 -9088 151

DINA NAGAR 11139 11241 270 11511 326 -428 103


GURDASPUR 18808 14918 1069 15987 1254 2637 85

KAHNUWAN 20554 25199 303 25502 371 -5016 124

KALANAUR 13360 17354 186 17541 227 -4221 131

QADIAN 11991 15158 241 15398 291 -3458 128


DERA BABANANAK 17691 24468 338 24806 405 -7183 140

DHARIWAL 19263 23214 313 23527 380 -4331 122

Total (ham) 164473 198971 4466 203437 5301 -39799 124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation


andindustrial

water supply

ExistingGross




supply to2025

Net GroundWater


development

Stageof

Ground

WaterDevelopment

()BAMYAL 1698 1302 99 1401 122 275 82

DHAR KALAN 5890 878 246 1124 300 4712 19

PATHANKOT 18555 11190 1229 12419 1441 5924 67


Total (ham) 31959 18497 1827 20324 2173 11288 64













Resources



SN

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depth tobottom

ofunconfin

edAquifer I(m bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

GranularZone in

unconfined

Aquifer IbelowPre-

monsoonWL(m)

Average

Specific Yield



(ham)

TotalGeograp

hicalArea






SrNo

Name ofAssessment

Unit

Type ofrock

formation


II(m bgl)

Depthto

bottomof

AquiferII

(m bgl)

TotalThickness


depth(m)

(9-8)

Thicknessof the


depth(m)


ivity



FRESH(ham)



BRAKISH SALINE

(ham)

TotalGeographica

l Area


WaterBrackishSali

neWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14


Singh Alluvium 17090 17090 17090 0 101 300 199 129 0000403 888 04


DistTotal (ham) 96860 72843 72843 0 1052



Annexure I B-2



AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




Resources [(5)+(6)+(7)]

ham mcm1 2 3 4 5 6 7 8 9



Table -8

SrNo

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depthto

bottom of

Aquifer

Group I(m

bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

Granular Zone

inAQUIFE

RGROUP-I below

Pre-monsoon

WL(m)

Average

Specific Yield



(ham)



BRAKISHSALINE

(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 993697 0




SrNo

Name ofAssessment

Unit



r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0



SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







3 HYDROGEOLOGY

31 PREVIOUS WORK









































bottoms





















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87












year 2013










sediments















124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation

ExistingGross


andindustrial

watersupply

ExistingGross


Provisionfor

domesticand


supply to2025

NetGroundWater

Availability for


ent

Stage ofGroundWater

Development()

BATALA 17609 25430 1084 26514 1268 -9088 151

DINA NAGAR 11139 11241 270 11511 326 -428 103


GURDASPUR 18808 14918 1069 15987 1254 2637 85

KAHNUWAN 20554 25199 303 25502 371 -5016 124

KALANAUR 13360 17354 186 17541 227 -4221 131

QADIAN 11991 15158 241 15398 291 -3458 128


DERA BABANANAK 17691 24468 338 24806 405 -7183 140

DHARIWAL 19263 23214 313 23527 380 -4331 122

Total (ham) 164473 198971 4466 203437 5301 -39799 124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation


andindustrial

water supply

ExistingGross




supply to2025

Net GroundWater


development

Stageof

Ground

WaterDevelopment

()BAMYAL 1698 1302 99 1401 122 275 82

DHAR KALAN 5890 878 246 1124 300 4712 19

PATHANKOT 18555 11190 1229 12419 1441 5924 67


Total (ham) 31959 18497 1827 20324 2173 11288 64













Resources



SN

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depth tobottom

ofunconfin

edAquifer I(m bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

GranularZone in

unconfined

Aquifer IbelowPre-

monsoonWL(m)

Average

Specific Yield



(ham)

TotalGeograp

hicalArea






SrNo

Name ofAssessment

Unit

Type ofrock

formation


II(m bgl)

Depthto

bottomof

AquiferII

(m bgl)

TotalThickness


depth(m)

(9-8)

Thicknessof the


depth(m)


ivity



FRESH(ham)



BRAKISH SALINE

(ham)

TotalGeographica

l Area


WaterBrackishSali

neWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14


Singh Alluvium 17090 17090 17090 0 101 300 199 129 0000403 888 04


DistTotal (ham) 96860 72843 72843 0 1052



Annexure I B-2



AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




Resources [(5)+(6)+(7)]

ham mcm1 2 3 4 5 6 7 8 9



Table -8

SrNo

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depthto

bottom of

Aquifer

Group I(m

bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

Granular Zone

inAQUIFE

RGROUP-I below

Pre-monsoon

WL(m)

Average

Specific Yield



(ham)



BRAKISHSALINE

(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 993697 0




SrNo

Name ofAssessment

Unit



r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0



SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence

















bottoms





















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87












year 2013










sediments















124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation

ExistingGross


andindustrial

watersupply

ExistingGross


Provisionfor

domesticand


supply to2025

NetGroundWater

Availability for


ent

Stage ofGroundWater

Development()

BATALA 17609 25430 1084 26514 1268 -9088 151

DINA NAGAR 11139 11241 270 11511 326 -428 103


GURDASPUR 18808 14918 1069 15987 1254 2637 85

KAHNUWAN 20554 25199 303 25502 371 -5016 124

KALANAUR 13360 17354 186 17541 227 -4221 131

QADIAN 11991 15158 241 15398 291 -3458 128


DERA BABANANAK 17691 24468 338 24806 405 -7183 140

DHARIWAL 19263 23214 313 23527 380 -4331 122

Total (ham) 164473 198971 4466 203437 5301 -39799 124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation


andindustrial

water supply

ExistingGross




supply to2025

Net GroundWater


development

Stageof

Ground

WaterDevelopment

()BAMYAL 1698 1302 99 1401 122 275 82

DHAR KALAN 5890 878 246 1124 300 4712 19

PATHANKOT 18555 11190 1229 12419 1441 5924 67


Total (ham) 31959 18497 1827 20324 2173 11288 64













Resources



SN

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depth tobottom

ofunconfin

edAquifer I(m bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

GranularZone in

unconfined

Aquifer IbelowPre-

monsoonWL(m)

Average

Specific Yield



(ham)

TotalGeograp

hicalArea






SrNo

Name ofAssessment

Unit

Type ofrock

formation


II(m bgl)

Depthto

bottomof

AquiferII

(m bgl)

TotalThickness


depth(m)

(9-8)

Thicknessof the


depth(m)


ivity



FRESH(ham)



BRAKISH SALINE

(ham)

TotalGeographica

l Area


WaterBrackishSali

neWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14


Singh Alluvium 17090 17090 17090 0 101 300 199 129 0000403 888 04


DistTotal (ham) 96860 72843 72843 0 1052



Annexure I B-2



AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




Resources [(5)+(6)+(7)]

ham mcm1 2 3 4 5 6 7 8 9



Table -8

SrNo

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depthto

bottom of

Aquifer

Group I(m

bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

Granular Zone

inAQUIFE

RGROUP-I below

Pre-monsoon

WL(m)

Average

Specific Yield



(ham)



BRAKISHSALINE

(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 993697 0




SrNo

Name ofAssessment

Unit



r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0



SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence



























1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87
















1 Aquifer Group I 8 135 45 135 84

2 Aquifer Group II 64 302 41 2013 87












year 2013










sediments















124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation

ExistingGross


andindustrial

watersupply

ExistingGross


Provisionfor

domesticand


supply to2025

NetGroundWater

Availability for


ent

Stage ofGroundWater

Development()

BATALA 17609 25430 1084 26514 1268 -9088 151

DINA NAGAR 11139 11241 270 11511 326 -428 103


GURDASPUR 18808 14918 1069 15987 1254 2637 85

KAHNUWAN 20554 25199 303 25502 371 -5016 124

KALANAUR 13360 17354 186 17541 227 -4221 131

QADIAN 11991 15158 241 15398 291 -3458 128


DERA BABANANAK 17691 24468 338 24806 405 -7183 140

DHARIWAL 19263 23214 313 23527 380 -4331 122

Total (ham) 164473 198971 4466 203437 5301 -39799 124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation


andindustrial

water supply

ExistingGross




supply to2025

Net GroundWater


development

Stageof

Ground

WaterDevelopment

()BAMYAL 1698 1302 99 1401 122 275 82

DHAR KALAN 5890 878 246 1124 300 4712 19

PATHANKOT 18555 11190 1229 12419 1441 5924 67


Total (ham) 31959 18497 1827 20324 2173 11288 64













Resources



SN

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depth tobottom

ofunconfin

edAquifer I(m bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

GranularZone in

unconfined

Aquifer IbelowPre-

monsoonWL(m)

Average

Specific Yield



(ham)

TotalGeograp

hicalArea






SrNo

Name ofAssessment

Unit

Type ofrock

formation


II(m bgl)

Depthto

bottomof

AquiferII

(m bgl)

TotalThickness


depth(m)

(9-8)

Thicknessof the


depth(m)


ivity



FRESH(ham)



BRAKISH SALINE

(ham)

TotalGeographica

l Area


WaterBrackishSali

neWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14


Singh Alluvium 17090 17090 17090 0 101 300 199 129 0000403 888 04


DistTotal (ham) 96860 72843 72843 0 1052



Annexure I B-2



AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




Resources [(5)+(6)+(7)]

ham mcm1 2 3 4 5 6 7 8 9



Table -8

SrNo

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depthto

bottom of

Aquifer

Group I(m

bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

Granular Zone

inAQUIFE

RGROUP-I below

Pre-monsoon

WL(m)

Average

Specific Yield



(ham)



BRAKISHSALINE

(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 993697 0




SrNo

Name ofAssessment

Unit



r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0



SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence















year 2013










sediments















124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation

ExistingGross


andindustrial

watersupply

ExistingGross


Provisionfor

domesticand


supply to2025

NetGroundWater

Availability for


ent

Stage ofGroundWater

Development()

BATALA 17609 25430 1084 26514 1268 -9088 151

DINA NAGAR 11139 11241 270 11511 326 -428 103


GURDASPUR 18808 14918 1069 15987 1254 2637 85

KAHNUWAN 20554 25199 303 25502 371 -5016 124

KALANAUR 13360 17354 186 17541 227 -4221 131

QADIAN 11991 15158 241 15398 291 -3458 128


DERA BABANANAK 17691 24468 338 24806 405 -7183 140

DHARIWAL 19263 23214 313 23527 380 -4331 122

Total (ham) 164473 198971 4466 203437 5301 -39799 124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation


andindustrial

water supply

ExistingGross




supply to2025

Net GroundWater


development

Stageof

Ground

WaterDevelopment

()BAMYAL 1698 1302 99 1401 122 275 82

DHAR KALAN 5890 878 246 1124 300 4712 19

PATHANKOT 18555 11190 1229 12419 1441 5924 67


Total (ham) 31959 18497 1827 20324 2173 11288 64













Resources



SN

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depth tobottom

ofunconfin

edAquifer I(m bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

GranularZone in

unconfined

Aquifer IbelowPre-

monsoonWL(m)

Average

Specific Yield



(ham)

TotalGeograp

hicalArea






SrNo

Name ofAssessment

Unit

Type ofrock

formation


II(m bgl)

Depthto

bottomof

AquiferII

(m bgl)

TotalThickness


depth(m)

(9-8)

Thicknessof the


depth(m)


ivity



FRESH(ham)



BRAKISH SALINE

(ham)

TotalGeographica

l Area


WaterBrackishSali

neWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14


Singh Alluvium 17090 17090 17090 0 101 300 199 129 0000403 888 04


DistTotal (ham) 96860 72843 72843 0 1052



Annexure I B-2



AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




Resources [(5)+(6)+(7)]

ham mcm1 2 3 4 5 6 7 8 9



Table -8

SrNo

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depthto

bottom of

Aquifer

Group I(m

bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

Granular Zone

inAQUIFE

RGROUP-I below

Pre-monsoon

WL(m)

Average

Specific Yield



(ham)



BRAKISHSALINE

(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 993697 0




SrNo

Name ofAssessment

Unit



r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0



SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation

ExistingGross


andindustrial

watersupply

ExistingGross


Provisionfor

domesticand


supply to2025

NetGroundWater

Availability for


ent

Stage ofGroundWater

Development()

BATALA 17609 25430 1084 26514 1268 -9088 151

DINA NAGAR 11139 11241 270 11511 326 -428 103


GURDASPUR 18808 14918 1069 15987 1254 2637 85

KAHNUWAN 20554 25199 303 25502 371 -5016 124

KALANAUR 13360 17354 186 17541 227 -4221 131

QADIAN 11991 15158 241 15398 291 -3458 128


DERA BABANANAK 17691 24468 338 24806 405 -7183 140

DHARIWAL 19263 23214 313 23527 380 -4331 122

Total (ham) 164473 198971 4466 203437 5301 -39799 124


(as on 31032013)



Availability

ExistingGross

GroundWater

Draft forirrigation


andindustrial

water supply

ExistingGross




supply to2025

Net GroundWater


development

Stageof

Ground

WaterDevelopment

()BAMYAL 1698 1302 99 1401 122 275 82

DHAR KALAN 5890 878 246 1124 300 4712 19

PATHANKOT 18555 11190 1229 12419 1441 5924 67


Total (ham) 31959 18497 1827 20324 2173 11288 64













Resources



SN

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depth tobottom

ofunconfin

edAquifer I(m bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

GranularZone in

unconfined

Aquifer IbelowPre-

monsoonWL(m)

Average

Specific Yield



(ham)

TotalGeograp

hicalArea






SrNo

Name ofAssessment

Unit

Type ofrock

formation


II(m bgl)

Depthto

bottomof

AquiferII

(m bgl)

TotalThickness


depth(m)

(9-8)

Thicknessof the


depth(m)


ivity



FRESH(ham)



BRAKISH SALINE

(ham)

TotalGeographica

l Area


WaterBrackishSali

neWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14


Singh Alluvium 17090 17090 17090 0 101 300 199 129 0000403 888 04


DistTotal (ham) 96860 72843 72843 0 1052



Annexure I B-2



AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




Resources [(5)+(6)+(7)]

ham mcm1 2 3 4 5 6 7 8 9



Table -8

SrNo

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depthto

bottom of

Aquifer

Group I(m

bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

Granular Zone

inAQUIFE

RGROUP-I below

Pre-monsoon

WL(m)

Average

Specific Yield



(ham)



BRAKISHSALINE

(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 993697 0




SrNo

Name ofAssessment

Unit



r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0



SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence



















Resources



SN

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depth tobottom

ofunconfin

edAquifer I(m bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

GranularZone in

unconfined

Aquifer IbelowPre-

monsoonWL(m)

Average

Specific Yield



(ham)

TotalGeograp

hicalArea






SrNo

Name ofAssessment

Unit

Type ofrock

formation


II(m bgl)

Depthto

bottomof

AquiferII

(m bgl)

TotalThickness


depth(m)

(9-8)

Thicknessof the


depth(m)


ivity



FRESH(ham)



BRAKISH SALINE

(ham)

TotalGeographica

l Area


WaterBrackishSali

neWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14


Singh Alluvium 17090 17090 17090 0 101 300 199 129 0000403 888 04


DistTotal (ham) 96860 72843 72843 0 1052



Annexure I B-2



AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




Resources [(5)+(6)+(7)]

ham mcm1 2 3 4 5 6 7 8 9



Table -8

SrNo

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depthto

bottom of

Aquifer

Group I(m

bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

Granular Zone

inAQUIFE

RGROUP-I below

Pre-monsoon

WL(m)

Average

Specific Yield



(ham)



BRAKISHSALINE

(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 993697 0




SrNo

Name ofAssessment

Unit



r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0



SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence









SN

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depth tobottom

ofunconfin

edAquifer I(m bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

GranularZone in

unconfined

Aquifer IbelowPre-

monsoonWL(m)

Average

Specific Yield



(ham)

TotalGeograp

hicalArea






SrNo

Name ofAssessment

Unit

Type ofrock

formation


II(m bgl)

Depthto

bottomof

AquiferII

(m bgl)

TotalThickness


depth(m)

(9-8)

Thicknessof the


depth(m)


ivity



FRESH(ham)



BRAKISH SALINE

(ham)

TotalGeographica

l Area


WaterBrackishSali

neWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14


Singh Alluvium 17090 17090 17090 0 101 300 199 129 0000403 888 04


DistTotal (ham) 96860 72843 72843 0 1052



Annexure I B-2



AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




Resources [(5)+(6)+(7)]

ham mcm1 2 3 4 5 6 7 8 9



Table -8

SrNo

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depthto

bottom of

Aquifer

Group I(m

bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

Granular Zone

inAQUIFE

RGROUP-I below

Pre-monsoon

WL(m)

Average

Specific Yield



(ham)



BRAKISHSALINE

(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 993697 0




SrNo

Name ofAssessment

Unit



r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0



SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








SrNo

Name ofAssessment

Unit

Type ofrock

formation


II(m bgl)

Depthto

bottomof

AquiferII

(m bgl)

TotalThickness


depth(m)

(9-8)

Thicknessof the


depth(m)


ivity



FRESH(ham)



BRAKISH SALINE

(ham)

TotalGeographica

l Area


WaterBrackishSali

neWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14


Singh Alluvium 17090 17090 17090 0 101 300 199 129 0000403 888 04


DistTotal (ham) 96860 72843 72843 0 1052



Annexure I B-2



AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




Resources [(5)+(6)+(7)]

ham mcm1 2 3 4 5 6 7 8 9



Table -8

SrNo

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depthto

bottom of

Aquifer

Group I(m

bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

Granular Zone

inAQUIFE

RGROUP-I below

Pre-monsoon

WL(m)

Average

Specific Yield



(ham)



BRAKISHSALINE

(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 993697 0




SrNo

Name ofAssessment

Unit



r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0



SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Annexure I B-2



AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




Resources [(5)+(6)+(7)]

ham mcm1 2 3 4 5 6 7 8 9



Table -8

SrNo

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depthto

bottom of

Aquifer

Group I(m

bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

Granular Zone

inAQUIFE

RGROUP-I below

Pre-monsoon

WL(m)

Average

Specific Yield



(ham)



BRAKISHSALINE

(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 993697 0




SrNo

Name ofAssessment

Unit



r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0



SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Table -8

SrNo

Name ofAssessment

Unit

Type ofrock

formation


onWaterLevel

(m bgl)

Depthto

bottom of

Aquifer

Group I(m

bgl)

TotalThickne

ss offormati

onbelowPre-

monsoon Water

Level(m)

(9-8)

Thickness of the

Granular Zone

inAQUIFE

RGROUP-I below

Pre-monsoon

WL(m)

Average

Specific Yield



(ham)



BRAKISHSALINE

(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 993697 0




SrNo

Name ofAssessment

Unit



r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0



SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








SrNo

Name ofAssessment

Unit



r II(m bgl)

Depthto

bottomof

Aquifer II

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)




1 2 3 4 5 6 7 8 9 10 11 12 13 14





DistTotal (ham) 254450 254450 254450 0 25959 0



SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








SrNo


Type ofrock

formation


r III(m bgl)

Depthto

bottomof

Aquifer III

(m bgl)

TotalThicknes


depth(m)

(9-8)

Thickness of the


depth(m)

Averagevalue of

Storativity



] FRESH(ham)



SALINE(ham)



WaterBrackish

SalineWater

1 2 3 4 5 6 7 8 9 10 11 12 13 14




DistTotal (ham) 254450 254450 254450 0 22096 0






AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence











AQUIFER-I


ResourcesAQUIFER-I


AQUIFER-I[(3)+(4)]


ResourcesAQUIFER-II




[(5)+(6)+(7)]

ham mcm

1 2 3 4 5 6 7 8 9








18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence












18

11






69

311






20-40

40-60

60-70

70-90




(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence










(0-1 ha)

Small

(1-2 ha)

Semi-Medium

(2-4 ha)

Medium

(4-10ha)

Big

(gt=10 ha)

Total

1 Gurdaspur 6319 17639 36473 19183 2747 82361



Srno district (0-20

mts)

(20-40

mts)

(40-60 mts) (60-70

mts)

(gt70

mts)

Total

1 Gurdaspur 2169 56933 14618 8830 2478 85028







































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




































blocks in the state















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





















can be saved


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)



DERA BABANANAK 1769 2481 140 620 310 60 711 100 3

DHARIWAL 1926 2353 122 588 306 00 6186 90 -

Total 16447 20344 124 5086 2552 195 55362 91 -


Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Block

Net GroundWater

Availability (mcm)

Total Draft(mcm)


As per 2013


SOD afterwards()



Pipes (mcm)



(mcm)Total (mcm)

(2+3+4)


Total 3196 2032 64 508 - - 508 48 -


MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








MAPS

AND

MANAGEMENT PLAN




Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence










Quaternary

Alluvial

deposits


3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







3D Lithology Fence





966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence











966 (mbgl)


Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial depos


3D Lithology model

3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







3D Lithology Fence





800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence











800(mbgl)

3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







3D Lithology model

3D Lithology Fence


Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits








Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence












Quaternary

Alluvial

deposits

Unconfined 79 142-4300 0072 1010-3 to


3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence













Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







3D Lithology Fence






Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence












Quaternary

Alluvial

deposits

Unconfined 77 142-4300 0072 1010-3 to


3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence












Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







3D Lithology Fence





2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence











2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







3D Lithology Fence




2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence










2690 (mbgl)


Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence













Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







3D Lithology Fence







Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence













Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence












Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







3D Lithology Fence








Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence













Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







3D Lithology Fence






Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence












Quaternary

Alluvial

deposits


3D Lithology model

3D Lithology Fence







3D Lithology Fence







gurdaspur district, punjab - central ground water...

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