DETAILED PROJECT REPORT FOR BULK SURFACE WATER …...Punjab Water Supply & Sewerage Board (PWSSB) is a Punjab Government undertaking under Local Government Department for designing,

DETAILED PROJECT REPORT

FOR

BULK SURFACE WATER SUPPLY SCHEME AT

JALANDHAR (PHASE- I) Volume-I

Funding Agency- AMRUT/ADB

Project Cost- Rs.862.69 Crore

Prepared by- Punjab Water Supply & Sewerage Board

Detailed Project Report for Bulk Surface Water Supply Scheme at Jalandhar

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CONTENTS

LIST OF TABLES .................................................................................................................................... 05

LIST OF FIGURES .................................................................................................................................. 06

LIST OF ABBREVIATIONS ..................................................................................................................... 07

EXECUTIVE SUMMARY ................................................................................................................. 09

1 INTRODUCTION AND PROJECT AREA DETAILS .................................................................. 14

1.1 Authority for Preparation of Project ........................................................................ 14

1.2 Project Area ........................................................................................................... 14

1.3 Historical Background ............................................................................................ 15

1.4 Geographical Location ........................................................................................... 15

1.4.1 Geology ............................................................................................................. 17

1.4.2 Soil .................................................................................................................... 17

1.4.3 Hydrogeology ..................................................................................................... 18

1.4.4 Water Bodies ..................................................................................................... 18

1.5 Climate .................................................................................................................. 21

1.6 Topography ........................................................................................................... 21

1.7 Drainage Channels ................................................................................................ 21

1.8 Administrative Divisions ......................................................................................... 24

1.9 Socio –Economic Profile ........................................................................................ 26

1.9.1 Economy ............................................................................................................ 26

1.9.2 Trade, Commerce & Business in Jalandhar ....................................................... 26

1.9.3 Mineral and Natural Resources in Jalandhar ...................................................... 27

1.9.4 Industry in Jalandhar .......................................................................................... 27

1.10 Administrative Structure ......................................................................................... 27

2 POPULATION & PROJECTIONS ............................................................................................. 29

2.1 Population ............................................................................................................. 29

2.1.1 Decadal Population Trend in Jalandhar ............................................................. 29

2.1.2 Decadal Population Growth in Punjab State ...................................................... .30

2.1.3 Wardwise Population of Jalandhar ..................................................................... 31

2.1.4 Slum Population ................................................................................................. 33

2.2 Population Projection of Jalandhar ........................................................................ 34

2.2.1 Arithmetical Increase Method ............................................................................. 34


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2.2.2 Incremental Increase Method ............................................................................. 35

2.2.3 Geometrical Increase Method ............................................................................ 36

2.3 Average of All Methods for Population Projection .................................................. 38

3 DESIGN PARAMETERS AND TECHNOLOGY / METHODOLOGY ................................. 39

3.1 Objectives of Proposed Project .............................................................................. 39

3.2 Scope of Proposed Project .................................................................................... 39

3.3 Water Demand Projections .................................................................................... 40

3.4 Design Criteria for Water Supply Network .............................................................. 41

3.4.1 Project Horizon .................................................................................................. 42

3.4.2 Per Capita Water Supply .................................................................................... 42

3.4.3 Water quality standards ..................................................................................... 43

3.4.4 System Loss ...................................................................................................... 44

3.4.5 Design Head ...................................................................................................... 45

3.4.6 Peak Factor ....................................................................................................... 45

3.4.7 Supply Hours ..................................................................................................... 45

3.4.8 Minimum cover for pipes .................................................................................... 45

3.4.9 Minimum diameter of Water Supply Mains ......................................................... 46

3.4.10 Velocity of flow ............................................................................................... 46

3.4.11 Water Meters ................................................................................................. 46

3.4.12 Water Hammer ............................................................................................... 46

3.4.13 Rising Mains - Optimized Design of Rising Main ............................................ 47

3.4.14 Hydraulic Considerations ............................................................................... 48

3.4.15 Friction Losses ............................................................................................... 48

3.4.16 Pipe Material Selection ................................................................................... 48

3.4.17 Design Formula .............................................................................................. 54

3.4.18 Design Software ............................................................................................. 54

3.5 Network Appurtenances ........................................................................................ 55

3.5.1 Over head Service Reservoirs ........................................................................... 55

3.5.2 Boosting ............................................................................................................. 55

3.5.3 Thrust/Anchor Blocks ......................................................................................... 55

3.5.4 Joints ................................................................................................................. 56

3.5.5 Valves ................................................................................................................ 56


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4 EXISTING WATER SUPPLY ........................................................................................................................ 57

4.1 Existing Water Supply Sources ............................................................................. 57

4.1.1 Surface Water .................................................................................................... 57

4.1.2 Ground Water .................................................................................................... 57

4.2 Water Storage Details ............................................................................................ 86

4.3 Water Supply Service Levels ................................................................................. 87

4.4 Existing Distribution Network ................................................................................. 87

4.5 Ongoing Projects of Water Supply ......................................................................... 88

4.6 Existing Wastewater Disposal Arrangements ........................................................ 88

5 DESIGN DETAILS ...................................................................................................................................... 90

5.1 Design Philosophy ............................................................................................... 90

6 Design of Water Treatment Plant ................................................................................ 93

6.1.1 Design Consideration for WTP .......................................................................... 93

6.2 Site Layout ............................................................................................................. 97

6.2.3 Sludge Disposal from WTP ................................................................................. 98

6.3 Design of Water Supply Network System .................................................................. 99

6.3.1 Zoning for Water Supply ..................................................................................... 99

6.3.2 Zone Wise Population and Demand Calculation .................................................100

6.3.3 Raw Water Rising Main ...................................................................................... 102

6.3.4 Clear Water Rising Main .................................................................................... 103

6.3.5 Under Ground Reservoirs ................................................................................... 104

6.3.6 Service reservoirs for Water Distribution ............................................................. 107

6.3.7 Operation Philosophy of Bulk Supply System .................................................... 107

6.3.8 Distribution System ............................................................................................. 107

6.4 Permissions/ Clearances Required ............................................................................ 108

7 SUMMARY OF COST ESTIMATES ................................................................................................... 110


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LIST OF TABLES

Table 1-1: Punjab State Profile ............................................................................................. 14

Table 2-1: Past Trend of Population Growth in Jalandhar Town ........................................... 29

Table 2-2: Decadal Population Growth in Punjab State with respect to Jalandhar District and City

................................................................................................................................................30

Table 2-3: Ward Population and Area of Jalandhar Town .................................................... 31

Table 2-4: Jalandhar Population Details of Census 2011 ..................................................... 33

Table 2-5: Slum Population as per Census 2011 for Punjab State ....................................... 33

Table 2-6: Abstract of Population Projection by Different Methods ....................................... 38

Table 3-1: Water Demand Projections for Jalandhar Town .................................................. 41

Table 3-2: Urban Water Supply Norms ................................................................................. 43

Table 3-3: CPHEEO Guidelines for Water Quality Standards ............................................... 43

Table 3-4: Techno Economical Comparison of Different Pipe Materials ............................... 49

Table 3-5: Most Cost Effective Pipe Material with Life Cycle Cost Analysis (LCA) for Water

Distribution System for 100 mm dia ...................................................................................... 51






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LIST OF FIGURES

Figure 1-1: Geographical Location Map for Punjab State ..................................................... 16

Figure 1-2: Geological Location Map for Jalandhar city in Punjab State................................ 17

Figure 1-3: Drainage and water bodies in Jalandhar District ................................................. 19

Figure 1-4: Canal network of Jalandhar District .................................................................... 20

Figure 1-5: Drainage Network of Jalandhar .......................................................................... 22

Figure 1-6: Existing Distributories & Minors .......................................................................... 23

Figure 1-7: Administrative Division of Punjab ........................................................................ 25

Figure 1-8: DC Office Jalandhar Orgnogram ........................................................................ 28


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LIST OF ABBREVIATIONS

ABD : Area Based Development

ADB : Asian Development Bank

AMRUT : Atal Misison for Rejuvenation & Urban Transformation

CAPEX : Capital Expenditures

CDP : City Development Plan

CPHEEO : Central Public Health and Environmental Engineering Organisation 3rd Edition

CPCB : Central Pollution Control Board

Crores : Indian unit of measurement equivalent to 10,000,000

CSP : City Sanitation Plan

CSC : Centralized SCADA Center

Cum : Cubic meter

CWR : Clear Water Reservoir

D : Day

DI : Ductile Iron

DPR : Detailed Project Report

DW&SD : Drinking Water & Sanitation Department

EMP : Environment Management Plan

FR : Feasibility Report

GL : Ground Level

GIS : Geographical Information System

GoI : Government of India

Ha : Hectare

Hr : Hour

HHs : House holds

INR : Indian Rupee

IS : Indian Standard K : Kilo (1,000)

KVA : Kilo volt amps

L : Litres

Lakhs : Indian unit of measurement equivalent to 100,000

lpcd (l/p/d) : Litre per capita per day

M : Meter

m2 : Meter Square

m3 : Meter Cube

MCJ : Municipal Corporation Jalandhar

MC : Municipal Corporation

MGD : Million Gallons per Day

Min : Minutes

mm : Millimetre

ML : Millions Liters


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MLD : Millions of Liters Per Day

MODWS : Ministry of Drinking Water and Sanitation

MoUD : Ministry of Urban Development

MoEF : Ministry of Environment & Forests

MPN : Most Probable Number

MT : Metric Ton

MSW : Municipal Solid Waste

NBC : National Building Code

NGO : Non-Governmental Organisation

NH : National Highway

NRW : Non-Revenue Water

O&M : Operation and Maintenance

OHSR : Overhead Service Reservoir

OHT : Over Head Tank

OPEX : Operating Expenses

PCC : Plain Cement Concrete

PMC : Project Management Consultancy

PHED : Public Health and Engineering Department

PPCB : Punjab Pollution Control Board

PPP : Public-private partnership

PWSSB : Punjab Water Supply & Sewerage Board

RCC : Reinforced Cement Concrete

RL : Reduced Level

SBM : Swachh Bharat Mission

s : Second

SC : Schedule Caste

Sec : Second

SCADA : Supervisory Control And Data Acquisition

SLB : Service Level Benchmark

SOR : Schedule of Rates

SPCBs : State Pollution Control Boards

Sq. km : Square kilometre

Sqm : Square Meter

ST : Schedule Tribe

STP : Sewage Treatment Plant

SWM : Solid Waste Management

TPD : Tonnes per day

UGSR : Under Ground Service Reservoir

ULB : Urban Local Body

WTP : Water Treatment Plant


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EXECUTIVE SUMMARY

Government of Punjab (GoP) through Government of India (GoI) is negotiating a loan under

multi-tranche financing facility (MFF) with the Asian Development Bank (ADB) for the

proposed Punjab Urban Infrastructure Improvement Program (PUIIP). The Program

envisages to provide Bulk safe and sustainable surface water infour major cities of Punjab

viz; Amritsar, Ludhiana, Jalandhar & Jalandhar, which are presently being supplied with

ground water source i.e. tube wells. Bulk surface water supply in Jalandhar is one of the

subproject proposed subproject under PUIIP.

Government of Punjab has assured safe and reliable drinking water to the residents of

Punjab. Punjab Water Supply & Sewerage Board (PWSSB) is a Punjab Government

undertaking under Local Government Department for designing, planning & execution of

various projects of Water Supply & Sewerage system under centrally sponsored or state

sponsored schemes in the urban areas of Punjab.

Further, Punjab Government through its nodal agency, Punjab Municipal Infrastructure

Development Company has sought financing from ―The Asian Development Bank‖ for

providing Bulk surface water supply scheme at Jalandhar . This report is submitted by

PWSSB as a Detailed Project Report for Jalandhar city in accordance with the guidelines

issued by the Asian Development Bank for inclusion of a project in the aforesaid scheme. The

details of the scheme are as follows.

JALANDHAR WATER SUPPLY SCHEME:

BASIC DETAILS

Name of Project

Preparation of Detailed Project Report (DPR) for 24 x 7 surface water supply scheme for Jalandhar Town in Punjab

State PUNJAB

District Jalandhar

Town Jalandhar

POPULATION DETAILS OF PROPOSED TOWN

Census Population of 1981 408196




Projected Population - Base Year 2021 1048339

Projected Population - Intermediate Year 2036 1379430

Projected Population - Design Year 2051 1821072


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JALANDHAR SURFACE WATER SUPPLY SCHEME PHASE - I :

WATER DEMAND IN MLD

Water Demand - Base Year 2021 208.00

Water Demand - Intermediate Year 2036 275.00

Surface Water Available 365.00

WATER TREATMENT PLANT - 275MLD

STORAGE & SEDIMENTATION TANK- 275 ML

CLEAR WATER RESERVOIR- 275 ML

RAW WATER INLET PIPE -2000 mm i/dRCC NP3

RAW WATER PUMP HOUSE & CLEAR WATER PUMP HOUSE

CLEAR WATER RISING MAIN NETWORK-

Pipe Diameter (mm) & Material Pipe Length (m)

250 (DI K-7) 2910

300 (DI K-7) 16251

350 (DI K-7) 3570

400 (DI K-7) 3900

450 (DI K-7) 17970

500 (DI K-7) 2850

600 (DI K-7) 12705

700 (DI K-7) 10305

800 (DI K-7) 7485

1000 (DI K-7) 6240

1200 (DI K-7) 13330

1400 (M.S) 4000

2000 (M.S) 13500

Total Clear Water Rising Main 118052

UGSR

Proposed UGSR

Proposed UGR Capacity (in lakh Gallons)

UGSR at Zone No. 1A 2.50

UGSR at Zone No. 1B 2.50

UGSR at Zone No. 2 1.00

UGSR at Zone No. 3 Gazi Gulla 0.50








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UGSRs at Zone No. 25 (4.5+4.5+4.5+ 4.78)=18.28

UGSRs at Zone No. 26 (4.5+4.5+2.65+ 1.5)=13.15

Total UGSR Capacity (37 Nos.) 88.00

Providing Bulk Surface Water Supply Scheme, Construction of 275 MLD Water Treatment Plant at Village Jagrawan near Adampur and its allied works, Providing & Laying of Clear Water Rising Main, Construction of UGSR including machinery complete in all respect, Operation and Maintenance for a period of 10 years (on DBOT basis) for Jalandhar Town (Under AMRUT Project)

PART- A

Sr. No.

Item Description Total Amount (Rs. in Lakh)

1 Estimate of Sub Station at Adampur 641.89

2 Construction of New Water Tretment Plant of 275 MLD including E&M Work

12100.00

3 Estimate of Raw water rising main from Adampur Distributary Channel

3273.19


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4 Estimate of Storage & Sedimentation tank 896.05

5 Estimate of Clear Water Reservoir 1168.42

6 Estimate of Raw and Clear Water Chamber including Machinery, Connecting pipe and specials including Raw water sump & Clear water sump

1516.66

7 Estimate of Clear Water Rising Main

(a) MS pipe 2000mm i/d and 1400mm i/d 14181.02

(b) DI pipe 1200mm i/d to 250mm i/d 14574.13

8 Estimate of Admin building, Workshop, Compund Wall, Approach Road, Staff Quarter etc.

372.59

9 Estimate of SCADA system including automation and instrumentation

1065.36

10 Estimate of Under Ground Service Reservoir- 37 Nos. Total capacity 88.00 Lakh Gallon and Landscaping/ site development of all UGSRs site @ 3 Lakh per site

3492.53

Sub-Total Capital Works (A) 53,281.84

Extra add 10% for prices as on today 5328.184

Deposit works

11 Estimate of NH crossing & state highways, railway crossing, river / major nalah crossing, road cutting & utility shifting

9,261.00


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(Sub-Total Capital Works(B)) 9,261.00

Price Variation & Unforeseen works

12 Price Variation for 1st year of construction period @5% of 50% cost

1,332.05

13 Price Variation for 2nd year of construction period @10% of 50% cost

2,664.09

14 Miscellaneous works, unforeseen works @1% 532.82

Sub-Total Capital Works (C) 4,528.96

D =Total(A+B+C) 72,399.98

15 Acquisition of land at Jagrawan, Adampur for WTP (E) 3,132.60

16 Temporary Acquisition of land from WTP to City for Laying of Rising Main (E')

27.79

10years expenditure in Operation & Maintenance

17 10 years Operation and Maintenance for a period of 10 years for UGSR & their machinary etc. (Prop. 50% WTP O&M)

1296.95

18 10 years Operation and Maintenance for 10 years for Water Works including machinery of Raw water & Clear water

2593.90

19 10 years period water charges to be paid to water resources department

1,490.00

Sub-Total (F) 5,380.85


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Labour cess @1% 532.82

Cancer & Culture cess @2% 1065.64

PWSSB Charges @6% 3196.91

T&IA Charges @1% 532.82

Sub-Total (G) 5,328.19

Grand Total (D+E+E'+F+G) 86,269.41

Financial Share Pattern

Share of central government: 50% of total estimated cost: 0.50x(D)

36199.99

Share of state government: 30% of total estimated cost: 0.30x(D)+(E+E'+F+G)

35589.42

Share of Municipal corporation Jalandhar: 20% of total estimated cost: 0.20x(D)

14480.00

Total( in Lakh) 86269.41

Detailed Project Report for Bulk Water Supply Scheme at Jalandhar

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1 INTRODUCTION AND PROJECT AREA DETAILS

1.1 Authority for Preparation of Project

Punjab Water Supply & Sewerage Board, being the executing agency for water supply &

sewerage services, has prepared this Detailed Project Report for providing Bulk surface

based water supply scheme at Jalandhar.

1.2 Project Area

Punjab is one of the 29 states of India, situated in North-West India. The state borders

Pakistan on the West, Jammu & Kashmir to the North, Himachal to the North-East, Haryana

to the South & South-East and Rajasthan to the South-West. Total area of state is 50,362 sq

km. and it is 19th largest state of India in terms of area. As per census 2011 there are 164

ULBs in the State. Administratively, Punjab has classified ULBs in six classes i.e. I, II, III, IV,

V and VI. There are 10 Municipal Corporation and 154 Municipal Councils. The state profile

of the Punjab state is given below in Table 1-1.

Table 1-1: Punjab State Profile

State : Punjab

State Capital : Chandigarh

Total Area (Census 2011) : 50, 362 sq.km

Population Density (Census 2011) : 550.10 persons per sq.km

Number of Districts : 22

Important Urban Centres / Towns : Ludhiana, Amritsar, Jalandhar, Jalandhar,

Bathinda

Total Population (Census 2011) : 27,704,236 (about 2.29% of the country‘s

population)

Sex Ratio (Census 2011) : 895

Literacy Rate (Census 2011) : 75.84%

(Source: www.census2011.co.in)

The main ethnic group are the Punjabis, with Sikhs (58%) forming the demographic majority.

The state capital is Chandigarh, a Union Territory and also the capital of the neighbouring

state of Haryana. The five rivers from which the region took its name

were Sutlej, Ravi, Beas, Chenab and Jhelum; Sutlej, Ravi and Beas are part of the Indian

Punjab.

Jalandhar city is governed by Municipal Corporation which comes under Local Government

Department. The total municipal area of the Jalandhar is 101.43 square kilometers. As per

reports of Census India, population of Jalandhar in 2011 is 873725; of which male and female

are 463975 and 409970 respectively.

http://www.census2011.co.in/

https://en.wikipedia.org/wiki/Punjabis

https://en.wikipedia.org/wiki/Sikhs

https://en.wikipedia.org/wiki/Union_Territory

https://en.wikipedia.org/wiki/Sutlej

https://en.wikipedia.org/wiki/Ravi_River

https://en.wikipedia.org/wiki/Beas_River

https://en.wikipedia.org/wiki/Chenab_River

https://en.wikipedia.org/wiki/Jhelum_river


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Jalandhar is a city in northwestern Punjab, northwestern India. It is the 3rd largest city in the

state and is the administrative capital of Jalandhar district. Jalandhar is located at 31.33 latitude

& 75.58 longitude i.e., at elevation of 243m above sea level.

Jalandhar is popular for production of leather goods and also known as sports capital of India.

1.3 Historical Background

Jalandhar is one of the oldest cities in the Punjab region and has a very rich history. Jalandhar,

which was formerly known as Jullundhar has many eminent heritage sites which stand

testimony to the rich history of this ancient city. This city of great antiquity prides itself on being

the city of many historical edifices opens up a treasure trove of tourist delight and attracts plenty

of tourists throughout the year.

According to the Padma Purana, the city takes its name from the demon King, Jalandhra, who

was the son of the Ocean. According to another legend, Jalandhar was the capital of the

kingdom of Raja Lav, son of Lord Rama. Another version says that Jalandhar is said to have

derived its name from the vernacular term `Jalandhar‘ means area inside the water, i.e. tract

lying between the two rivers Satluj and Beas. Yet another name of Jalandhar had been

Trigartta, as it was waters by three rivers, Satlej, Beas and Ravi.

1.4 Geographical Location

Jalandhar is located at 30°33‖N 71°31‖E.[5] It has an average elevation of 243 metres.

https://en.wikipedia.org/wiki/Punjab,_India

https://en.wikipedia.org/wiki/India

https://en.wikipedia.org/wiki/Patiala_district

https://tools.wmflabs.org/geohack/geohack.php?pagename=Patiala&params=30.32_N_76.40_E_

https://en.wikipedia.org/wiki/Patiala#cite_note-5


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Figure 1-1: Geographical Location Map for Punjab State

Figure 1-2: Geographical Location Map for Jalandhar City in Punjab State

1.4.1 Geology

The district is part of Bist Doab Tract, which is inter alluvial plain between Beas and Satluj River.

Physiographically, the district is characterised by two distinct features i.e. vast upland plain and

Satluj flood plain. The width of the flood plain varies according to the amount of shift experienced

by the river. It is widest in the Nakodar tehsil. The 8 district is mainly drained by the river Satluj and

its tributaries –East (White) Bein and West (Black) Bein.

1.4.2 Soil

Jalandhar district is occupied by two types of soils a) tropical arid brown and b) arid brown


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soils. Tropical brown soils are found in major parts of the district whereas arid brown soils are

found in south western part of the district especially in Lohian and part of Shahkot block. Along

the river Satluj, fluvent type of soil is found.

1.4.3 Hydrogeology

The Bist Doab Canal System is the major source of canal irrigation. The network of Jalandhar

branch (irrigate northern and central parts) and Phillaur distributary of Nawashahar branch

((irrigate southern parts of the district). In all there are 41 canals having total length of 604.40

km. of which Best Doab canal is 43 km long. Out of 2,27,423 ha net irrigated area, 26,755 ha is

irrigated by canal and rest by ground water. With ‗Remodeling of Phillaur distributaries system

in Nakodar area and Construction of super passage over Nasrala choe near Adampur will

increase the capacity of the channel by 20% and to avoid the damages to the crops and

adjoining abadies during flood season.

1.4.4 Water Bodies

The Jalandhar District has Canal & Drainage system as shown below:-


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Figure 1-3 Drainage and Water Bodies in Jalandhar District


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Figure 1-4: Canal network of Jalandhar District


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1.5 Climate

The district has a humid subtropical climate with cool winters and long, hot summers. Summers last from April to June and winters from November to February. Temperatures in the summer vary from average highs of around 48 °C (118 °F) to average lows of around 25 °C (77 °F). Winter temperatures have highs of 19 °C (66 °F) to lows of −7 °C (19 °F). The climate is dry on the whole, except during the brief southwest monsoon season during July and August. The average annual rainfall is about 70 cm. In 2018, Jalandhar witnessed Heavy rainfall, with over 20% increase from average rainfall.[5] Since it is in the North, it feels really cold, and in summer, warm.

1.6 Topography

The topography of the District is typical representative of an Alluvial plain, it owes its origin to

the aggravation work of the Sutlej River. The alluvium deposited by the river has been worked

over by the wind which gave rise to a number of small dunes and sand mounds. Most of these

dunes have been levelled by the brave hard working agriculturists of the district.

The District can be divided into :

1. The flood plain of the Sutlej

2. The up land plain

1.7 Drainage Channels

.

https://en.wikipedia.org/wiki/Humid_subtropical_climate

https://en.wikipedia.org/wiki/Jalandhar#cite_note-5


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Figure1-5 Drainage Network of Jalandhar


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Figure 1-6 Existing Distributories & Minors


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1.8 Administrative Divisions

Punjab has 5 Divisions each under the administrative control of Divisional Commissioner and 22

Districts each under the administrative control of a District Collector (Figure 1-8). The districts

are subdivided into 82 Tehsils, which are under the administrative control of a Tehsildar. Each

Tehsil consists of Sub Tehsils which are total 87 in number and blocks which are total 146 in

number. The blocks consist of villages and the total number of villages in the state is 12,673.

Apart from these there are 22 Zila Parishads, 10 Municipal Corporations, 95 Municipal Councils,

59 Nagar Panchayats and 28 Improvement Trusts

The five administrative Divisions of Punjab are as under -

- JALANDHAR DIVISION

- JALANDHAR DIVISION

- FIROZPUR DIVISION

- FARIDKOT DIVISION

- RUP NAGAR DIVISION

The details of districts under these divisions are as under-

Jalandhar: There are 5 districts under this division. Ludhiana, the largest district of Punjab is also

in Jalandhar division. The other districts are - Jalandhar, Sangrur, Barnala, Fatehgarh Sahib and

Ludhiana.

Jalandhar: There are total 7 districts in this division. The names of these districts are -

Jalandhar, Gurdaspur, Pathankot, Amritsar, Tarn Taran, Kapurthala and Hoshiarpur.

Firozpur: Firozur division has 4 districts. These districts are - Firozpur, Moga, Shri Muktsar Sahib

and Fazilka. All these four districts were once the tehsils of the Firzpur district.

Faridkot: Faridkot has 3 districts under it and names of these districts are Faridkot, Bathinda and

Mansa.

Ropar: The Ropar (or Rupnagar) division has 3 districts in it - Ropar (Rupnagar), Ajitgarh

(Mohali) and Shaheed Bhagat Singh Nagar (Nawan Shahr)


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Figure 1-7 -Administrative Divisions of Punjab


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1.9 Socio –Economic Profile

1.9.1 Economy

Punjab being an agrarian state, agriculture has played a pivotal role in the economic

development of the state. Through green revolution in the 60‘s, Punjab took a major stride in

increasing its productivity of food grains, especially of wheat and rice. It contributed significantly

towards strengthening India's self-sufficiency by contributing a major share in the central pool

over a period of time. During 2006-07, it contributed 75.3% wheat and 31.2% rice to the central

pool. However, the growth of secondary sector especially of manufacturing sector is not of

satisfactory level. Neighbouring states got an edge over Punjab in the growth of manufacturing

sector due to locational advantages and due to more conducive policy regime. Punjab has grown

at a rate of 5.08% during 10th Five Year Plan as compared to 7.77% at all India level. Its

secondary sector has grown at 8.40% as compared to 9.46% at all India level.

The economy of Jalandhar is based mainly on trade, commerce, agriculture, leather goods and

agro based industry. City or district wise estimates of domestic products are not available.

However, education, tourism, hospitality, real estate business like multiplexes, malls and other

commercial establishments, financial and banking services etc also contribute to the economic

wellbeing of the people of the city.

1.9.2 Trade, Commerce & Business in Jalandhar

Jalandhar situated in the north Indian state of Punjab boasts to be one of the most progressive cities of India. The city falls in the prosperous Doaba region and is a fast developing urban city. The economy of Jalandhar mainly comes from its various industries. Major developments in the industrial field here took place after the partition. During this period skilled labourer from Sialkot (Pakistan) who were experts in the manufacture of sports and surgical goods settled in this district. Leather industry was already present in the region. Later on other industries boomed in the region.

Jalandhar is the largest NRI belt in Punjab. People from here have migrated and settled in U.S.A, Canada, U.K, Germany, Australia & other European Countries. Some of Jalandhar's economy also comes from NRI inward remittances. Non-resident Indians (NRIs), belonging to the region play an important role in the economic development of Jalandhar. Jalandhar is located on the intensively irrigated plain between the Beas and Sutlej rivers. It is well connected to other parts of the country through major road and rail connections and

is a huge market for agricultural products. The city is well known for the production of sports equipment, leather goods, rubber goods, auto parts, steel and iron re-rolling mills, surgical instruments, hand tools, electric goods, automobile parts, sewing machine factories, handloom products and traditional Indian Sweets. These industries have strengthened the economic base of the region and also contribute widely to the state‘s economy.


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1.9.3 Mineral and Natural Resources in Jalandhar

The district is poor as regards mineral wealth. District is typical representative of an Alluvial plain,

it owes its origin to the aggravation work of the Sutlej River. The alluvium deposited by the river

has been worked over by the wind which gave rise to a number of small dunes and sand

mounds. A few minor minerals are, however, found.

1.3.1 Kankar—It is massive, hard and com pact nodular calcareous material light grey to dark

grey. Sand, silt and clay are found associated with kankar. It occurs mostly in the form of isolated

beds and pockets. It can be used for white washing and road metalling.

1.3.2 Saltpetre —Saltpetre is a general trade name for all the nitrates of sodium, potassiium and

calcium. Nitrates of potassium are known as nitre of saltpetre whereas those of sodium are called

sodanitre, caliche or chile saltp etre. Well saltpetre or no trocalcite is the nitrate of Ca. It is seen

that like any other crop saltpetre also grows. It appears on the surface as an alkaline

efforescence during summer m onth. It is used in m anufacture of gun powder, preparation of

agricultural fertilizers, etc.

1.3.3 Alkaline Earth —Some brick earth and foundary sands are reported from the district.

1.9.4 Industry in Jalandhar

Jalandhar situated in the north Indian state of Punjab boasts to be one of the most progressive cities of India. The city falls in the prosperous Doaba region and is a fast developing urban city. The economy of Jalandhar mainly comes from its various industries. Major developments in the industrial field here took place after the partition. During this period skilled labourer from Sialkot (Pakistan) who were experts in the manufacture of sports and surgical goods settled in this district. Leather industry was already present in the region. Later on other

industries boomed in the region. The city is also well known for the production of sports equipment, leather goods, rubber goods, auto parts, steel and iron re-rolling mills, surgical instruments, hand tools, electric goods, automobile parts, sewing machine factories, handloom products and traditional Indian Sweets. These industries have strengthened the economic base of the region and also contribute widely to the state‘s economy.

1.10 Administrative Structure

For administrative purpose, Jalandhar District consist of 5 tahsils/subdivisions namely Jalandhar I

(Sub-Tehsil Adampur), Jalandhar II (Sub-Tehsil Kartarpur, Bhogpur), Nakodar, Phillaur & Shakot.

Besides, there are 4 sub-tehsils (Adampur, Bhogpur, Kartarpur, and Goryan Nurmahal), The district is

divided into 12 development blocks, viz, Jalandhar East, Jalandhar West, Bhogpur, Adampur,

Nawashahr, Banga, Aur, Nakodar, Shahkot, Phillaur, Nurmahal and Rurka Kalan. According to 1991

Census, the district had 1,256 villages, (uninhabited 17 and inhabited 1,239).


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Fig 1-8 Deputy Commissioner office Jalandhar Organogram


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2 POPULATION & PROJECTIONS

Population, including its projections using CPHEEO manual guidelines for various design

scenarios, is one of the most important parameters in design of a water supply system and

play a vital role in determination of potable water demand. With consideration of various

developments in the project area, the population may increase manifold and consequently the

water demand.

Total geographical area of Jalandhar (M Corp.) municipal corporation is 101.43 km2. Population density of the city is 8507 persons per km2. There are 63 wards in the city, among them Jalandhar Ward No 01 is the most populous ward with population of about 28 thousand and Alipur Adjacent To Village Mithapur (og) Ward No 62 (rural Mdds Code:030392) is the least populous ward with population of 2250.

2.1 Population

2.1.1 Decadal Population Trend in Jalandhar

During the last 60 years from 1951 to 2011, the population of the city Jalandhar has

increased from 97869 to 406192. Jalandhar has experienced from 16% to 27%

population growth in the decade from 1951-2011. Total no. of literate person‘s Male

189236, 89.02% and female 156756 of 82.64% in total 345992 numbers with average of

86.01%

Year Population Difference % Difference

1951 169000

1961 222569 53569 31.70 %

1971 296106 73537 33.04 %

1981 408196 112090 37.85 %

1991 509510 101314 24.82 %

2001 714077 204567 40.15 %

2011 873000 158923 22.26 %

Table 2-1: Past Trend of Population Growth in Jalandhar Town

Year Population Increase in

Population

Incremental

Increase

Percentage

Decade

Increase(%)

Geometrical

Growth

rate per

Decade

1951 169000 -- -- --

1961 222569 53569 -- 31.698 0.317

1971 296106 73537 19968 33.040 0.330

https://indikosh.com/ward/30117/jalandhar-ward-no-0001

https://indikosh.com/ward/30177/alipur-adjacent-to-village-mithapur-og-w


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1981 408196 112090 38553 37.855 0.379

1991 509510 101314 -10776 24.820 0.248

2001 714077 204567 103253 40.150 0.402

2011 873000 158923 -45644 22.256 0.223

Total: 704000 105354 189.819

Average of increase in

population

117333

Average of incremental increase in population 21071

Geometric mean 0.3096

2.1.2 Decadal Population Growth in Punjab State

The decadal population growth in Jalandhar state with respect to Jalandhar district and city

is given in Table 2-2 below.

Table 2-2: Decadal Population Growth in Punjab State with respect to Jalandhar District and City

Census Year

Population Decadal Population Growth

Punjab Jalandhar

District Jalandhar Punjab

Jalandhar District

Jalandhar

1971 13551060 1454501 296106 - - -

1981 16788915 1734574 408196 3237855 280073 112090

1991 20281969 1649205 509510 3493054 -85369 101314

2001 24358999 1962700 714077 4077030 313495 204567

2011 27743338 2193590 873000 3384339 230890 158923


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2.1.3 Wardwise Population of Jalandhar

Ward wise population of Jalandhar Town is presented in the Table 2-3.

Table 2-3: Ward Population of Jalandhar Town

Wards No.

Total Population

BREAK UP OF TOTAL POPULATION

General Population

Scheduled Caste Population

Others

1 2 3 4 5

1 27815 17763 10052

2 18100 15741 2359 -

3 22613 17390 5223 -

4 17940 16350 1590 -

5 11565 9748 1817 -

6 11759 5055 6704 -

7 17433 13895 3538 -

8 16945 13698 3247 -

9 16491 8560 7931 -

10 21107 14506 6601 -

11 13207 7952 5255 -

12 11979 8515 3464 -

13 15006 9522 5484 -

14 17435 13841 3594 -

15 21778 16400 5378 -

16 9792 8080 1712 -

17 18506 16401 2105 -

18 5877 5410 467 -

19 10582 10122 460 -

20 7456 7054 402 -

21 12091 11436 655 -

22 15684 12248 3436 -

23 21778 9047 12731 -

24 9204 8059 1145 -

25 12577 10878 1699 -

26 7274 6461 813 -

27 10215 10064 151 -

28 7740 7024 716 -

29 11675 10058 1617 -


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Wards No.

Total Population

BREAK UP OF TOTAL POPULATION

General Population

Scheduled Caste Population

Others

1 2 3 4 5

30 9312 8903 409 -

31 9743 8991 752 -

32 13590 7247 6343 -

33 15912 11687 4225 -

34 11134 10758 376 -

35 9395 8674 721 -

36 10201 7996 2205 -

37 9061 8609 452 -

38 8565 7493 1072 -

39 15642 12006 3636 -

40 17554 14418 3136 -

41 20064 15122 4942 -

42 20981 14285 6696 -

43 16182 13387 2795 -

44 11828 8001 3827 -

45 12996 11232 1764 -

46 21110 7757 13353 -

47 20787 16006 4781 -

48 13864 10166 3698 -

49 15121 10130 4991 -

50 9239 2850 6389 -

51 9827 6539 3288 -

52 10821 3334 7487 -

53 15187 5225 9962 -

54 20012 6865 13147 -

55 18102 14201 3901 -

56 12722 10580 2142 -

57 20443 16754 3689 -

58 16352 10044 6308 -

59 13555 8626 4929 -

60 15860 10297 5563 -

61 813 563 250 -

62 2315 1,417 898 -

63 3,086 1,335 1,751 -

Total 873000 632776 240224 -


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Jalandhar Population details for year 2011 are given in below Table 2-4.

Table 2-4: Jalandhar Population Details of Census 2011

Population Persons Males Females

City + outgrowth 873000 462690 410310

In the age group 0-6 years 90443 47935 42508

Scheduled Castes (SC) 240224 126118 114106

Scheduled Tribes (ST) 0 0 0

Population Persons Males Females

Literates 750780 405421 345359

Total Worker 321264 260032 61232

Main Worker 290709 241524 49185

Marginal Worker 30555 18970 11585

Non Worker 551736 202658 349078

2.1.4 Slum Population

The slum population as per Census 2011 for Punjab state including Jalandhar is given in Table

2-5 below. Jalandhar Municipal Limit and outgrowth area of Jalandhar includes some slum

population

Table 2-5: Slum Population as per Census 2011 for Punjab State

Area Name No of House

Holds

Total Slum

Population

Total

Males

Total

Females

India 13920191 65494604 33968203 31526401

Punjab 5513071 14,60,518 702500 758,018

Jalandhar (MC+outgrowth 187040 145800 77544 68256

.


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2.2 Population Projection of Jalandhar

There are several methods available to project the population for the design year. The

subsequent sections list the various methods for projection of the population.

Population projections has been carried out considering 2021 as base year and projected to

the ultimate design period of 30 years. Year 2036 is considered as prospective design year

(15 years) and 2051 as the ultimate design year (30 years) for this project.

Population projections for the base, mid and design years shall be made considering the

past decadal growths using various recognized methods such as:

(i) Arithmetical increase method

(ii) Incremental increase method

(iii) Geometrical increase method

(iv) Graphical projection method

(v) Average of all methods

2.2.1 Arithmetical Increase Method

This method is generally applicable to large and old cities. In this method the average

increase of population per decade is calculated from the past records and added to

present population to find out population in the next decade. This method gives a low

value and is suitable for well-settled and established communities. The formula for

population forecast by this method is listed below:

Pn = [Po +n x i]

Where,

Pn = Forecasted population (in the nth decade after base

year) Po = Population at present (in the base year)

n = Number of decades

i = Average increase per decade (computed from past census data)

Projected population is calculation and listed below considering base year as 2011.

Increase in Population from 1981 to 2011

i.e. in 3 decades = 873000 – 169000 = 704000

Or Increase per Decade = 1/3 X 704000

= 117333 Population in 2021 = Population in 2011 + Increase for 1.0 decades

= 873000 + 1.0 X 117333 = 990333

Population in 2036 = Population in 2011 + Increase for 2.5 decades


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= 873000 + 2.5 X 117333 = 1166333

Population in 2051 = Population in 2011 + Increase for 4.0 decades

= 873000 + 4.0 X 117333 = 1342332

Year 2011 2021 2036 2051

n 0 1.0 2.5 4.0

Population 873000 990333 1166333 1342332

2.2.2 Incremental Increase Method

Growth rate is assumed to be progressively increasing or decreasing, depending upon whether the average of the incremental increases in the past is positive or negative. The population for a future decade is worked out by adding the mean arithmetic increase to the last known population as in the arithmetic increase method and to this is added the

average of incremental increases, once for first decade, twice for second and so on. This method gives a higher estimate than that given by ―Arithmetic Increase Method‖. The formula for population forecast by this method is listed below:

Pn = [Po + n x i + n (n+1)y/2)] Where,

Pn = Forecasted population (in the nth decade after base year) Po = Population at present (in the base year)

n = No. decades i = Average increase per decade (computed from past census data)

y = Average Incremental Increase per decade (computed from past census data) A sample

calculation is listed below considering base year as 2011.

Population in 2021 = Population of 2011 + No. of Decades X Avg. Increase

(As per Table No. 2.1) + No. of Decades (No. of Decades + 1) X Avg. Incremental Increase

(As per Table No. 2.1) /2

= 873000 + 1.0 X 117333 + 1.0 X (1.0 +1) X 21071/2 = 1011404

Population in 2036 = 873000 + 2.5 X 117333 + 2.5 X (2.5 +1) X 21071/2 = 1258519

Population in 2051 = 873000 + 4.0 X 117333 + 4.0 X (4.0 +1) X 21071/2 = 1553042


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Year 2011 2021 2036 2051

n 0 1.0 2.5 4.0

Population 873000 1011404 1258519 1553042

2.2.3 Geometrical Increase Method

In this method percentage increase is assumed to be the rate of growth and the average

of the percentage increase is used to find out future increment in population. This

method gives much higher value, as in actual scenario when cities grow large, there is

the rate of growth tends to decrease). This method is mostly applicable for growing

towns and cities having vast scope. The formula for population forecast by this method is

listed below:

Pn = Po (1 +r)n

Where,

Pn = Forecasted population (in the nth decade after base

year) Po =Population at present (in the base year)

r = Average percentage

increase n = number of Decades

A sample calculation is listed below considering base year as 2011.

Rate of Growth (r) per decade between 1951 to 1961 = 53569/169000 =

0.317


0.330


0.379


0.248


0.402


0.223

Geometric Mean, rg = (0.317 x 0.330 x 0.379 x 0.248 x 0.402 x 0.223)^(1/6)

= 0.3096

Population in 2021 = Population in 2011 x (1+rg)^1.0

= 873000 x 1.3096

= 1143281


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= 873000 x 1.9627

= 1713437


= 873000 x 2.9414

= 2567842

Year 2011 2021 2036 2051

N 0 1.0 2.5 4.0

Population 873000 1143281 1713437 2567842


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2.3 Average of All Methods for Population Projection

The average of projected population using different methods was used to derive the estimate of

projected population for Jalandhar Town and the same is provided in Table 2-6 below.

Table 2-6: Abstract of Population Projection by Different Methods

Year

Details

Arithmetical

Increase

Geometrical Increase

Incremen tal

Increase

Average of all

methods

Final Recommend ed Projection with

respect to Population of

2011

2011 Census 873000 873000 873000 873000 873000

2021 (Base

Year) 990333 1143281 1011404 1048339 1048339

2036 (Intermedi

ate Year) 1166333 1713437 1258519 1379430 1379430

2051 (Ultimate

Year) 1342332 2567842 1553042 1821072 1821072

Based on the envisaged growth of the city over the next few decades the average of all methods (as presented in Table 2-6 above) depicts the reasonable growth in the population. Therefore it is recommended to adopt the final projected population as 1821072 for ultimate year (year 2051) for Jalandhar Town.


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3 DESIGN PARAMETERS AND TECHNOLOGY /

METHODOLOGY

3.1 Objectives of the Proposed Project

In the preceding Chapters, background and need of this project as a whole has been described. Water demand has been worked out in order to meet future demand of the project area. This section gives details of the proposals that have been formulated, including options studied and the rationale behind the selection of specific proposals.

This analysis presented in this chapter aims at firming up scheme to meet the following objectives:

Selection of long term sustainable and economic source of water for the ultimate planning

horizon i.e. (30 years) i.e shifting from underground water to surface water source.

Design that can provide continuous water supply.

Optimum utilization of the existing water supply assets in the proposals

Reduction of Unaccounted For Water (URW)

Augmentation of storage capacity within the city (either by rehabilitation of existing OHSRs or

by constructing new UGSRs / OHSRs)

Provision of distribution network to ensure delivery of water (135 lpcd and 17 m residual

pressure at ferrule)

Planning of water distribution network based on District Metered Area to enable

implementation of leakage reduction strategies during the design life of the network

Acceptance of the schemes by Project Stakeholders particularly Community by integrating

their views.

Design of the scheme keeping in mind the optimization / stream lining of operation and

maintenance of the proposed water supply scheme

Minimum private land acquisition, if at all.

Minimal crossing of Canals, Railway line and Highways

Environmentally and Socially feasible option

3.2 Scope of Proposed Project

The existing water supply system in Jalandhar city is tubewell based. The drinking water is

supplied through existing 540 tubewells. This project concerns the development of an

entirely new surface water supply system, from the water source to a reservoir at the fringe

of the city. At present, Water Supply system in the Jalandhar town is based on Tubewells.

There are total 540 number tubewells in Jalandhar. Approximately 98% of the city is

currently served through a pipe network, while the remaining area is covered by dug wells,

public stand posts and water tankers. Due to this situation, citizens of the city tend to exploit

ground water despite not having sufficient availability of groundwater. Surface water for

Jalandhar city is available from Bist Doab Canal as it is passing through Adampur city


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outskirts. The main Bist Doad Canal is 805 km long starting from Ropar Headworks. This

canal system commands a gross area of about 4 lakh hectares. The demand for agriculture

could be met from the same canal as the canal is having capacity of 500 cusecs. The BDC

carries approximately 1,200 to 1,600 cusecs of water and moves through Garhshankar,

Adampur, Nawanshahr, Banga, Phillaur, Kapurthala and Jalandhar in Doaba.. There is a

requirement of 113 cusec of Raw water for the projected population of the town by the year

2036 and is 149 cusec for the Year 2051. The whole demand is to be met from BDC without

altering any existing outlet and remaining within the allocated share of Punjab State in view

of the National Water Policy 2002 and 2012 in which top priority is given for drinking

purposes over the all other purposes. Near Village Jagrawan Adampur around 75 cusecs

water is already sanctioned to Jalandhar from Bist Doab Canal .

PROJECT PROPOSAL- This Bulk water supply project has also been prepared to shift source

of water from ground water to surface water. .

(a) Projected population for year 2036 : 1379430 Persons

(b) Capacity of proposed water treatment plant (WTP) : 275 MLD

(c) Available discharge capacity of intake Bist Doab Canal (Jalandhar Canal) : 365 MLD

(d) Private Land to be acquired (Acquisition under process): 50 Acre

(e) Proposed Storage capacity of Raw Water: 1.5 Days

The Water Treatment Plant of 275 MLD capacity shall be sufficient to meet up

the water demand for whole city up to year 2036. Superintending Engineer (IB), Water

resources Department ,ensures that 75 cusec of water can be made available near to

WTP site .

3.3 Water Demand Projections

The Manual on Water Supply and Treatment prepared by Central Public Health and

Environmental Engineering Organization (CPHEEO) under Ministry of Urban Development,

Govt. of India recommends a potable water supply as 135 liters per capita per day (lpcd) for

urban cities/towns with a population of 1 million and above and an existing/ planned

sewerage system. Therefore, 135 lpcd for potable water in Jalandhar Town has been

adopted to estimate the potable water demand. Fifteen percent of the total demand has been

considered for unaccounted water, and 5% of the total population has been considered as

floating population. Table 3-1 shows the water demand projections based on population

projections:


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Table 3-1: Water Demand Projections for Jalandhar Town

Sr No Year 2021 2036 2051

1 Projected Population 1048339 1379430 1821072

2 Inclusive of 5% floating population

1100756 1448402 1912126

3 Domestic demand @ 135 lpcd (MLD)

158 222 295

4 Non-Domestic demand @ 7.5 % (MLD)

12 17 22

5 Treatment Losses @ 2 % (MLD)

3 4 6

6 Total net demand (MLD) 173 245 323

7 Water losses @ 15% of gross demand (MLD)

24 30 42

8 Gross average demand (in MLD)

197 275 365

9 Gross average demand (in Cusecs)

80 112 149

Total Capacity of water Treatment Plant up to year 2036 : 275 MLD

Total Capacity of water Treatment Plant up to year 2051 : 365 MLD

3.4 Design Criteria for Water Supply Network

Key objective of the water supply project is to provide safe and clean water in adequate

quantity, conveniently and as economically as possible. The proposed water supply

system in Jalandhar Town shall be located using sound engineering judgment to

determine the most cost-effective that best serves the needs of entire project area. The

design of the components of the water supply system shall be carried out based on

Guidelines stated in the CPHEEO Manual and relevant IS codes. Norms and criteria not

available in above references have be taken from other acceptable standards.

The proposed networks for water supply shall be located within existing easements and

right-of- way wherever feasible and practical and practical and covering the entire

municipal limits. The design methodology aspects for Water Supply system are presented

hereunder.


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3.4.1 Project Horizon

The following years of duration will be considered for design of various components of a water supply system in accordance with the guidelines provided in the CPHEEO Manual:

Base year for design of works (Considered) Water Treatment Plant

Raw water/ Clear water pumping stations Civil structure

Electro-mechanical components (after 2035 either replace the pumps with higher capacity or introduce additional pumps)

Clear water conveying mains

Distribution network

3.4.2 Per Capita Water Supply

Piped water supplies for communities should provide adequately for the following as applicable:

Domestic needs such as drinking, cooking, bathing, washing, flushing of toilets, gardening and

individual air conditioning.

Institutional needs.

Public purposes such as street washing or street watering, flushing of sewers, watering of public parks.

Industrial and commercial uses including central air conditioning.

Fire fighting

Requirement for livestock; and

Minimum possible URW

Looking to the size and type of the township with sewerage system, CPHEEO manual recommends a per capita supply of 135 lpcd. This is exclusive of Unaccounted for Water (URW) and supply to major Industrial, commercial and Institutional establishments which may require bulk supplies. The CPHEEO norms for the water supply are given in Table 3-3 below

: 2021 : 2036 : 2051

: 2051

: 2036

: 2051 : 2051


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Table 3-2: Urban Water Supply Norms

S.

No. Classification of Towns / Cities

Recommended Maximum Water

Supply Levels (LPCD)

1 Towns provided with piped water supply

but without sewerage system 70

2 Cities provided with piped water supply where sewerage system is existing or

contemplated

135

3

Metropolitan and mega cities provided with piped water supply where sewerage system is

existing or contemplated

150

4 Industrial demand As per actual demand

(Source: Water Supply Manual CPHEEO)

3.4.3 Water quality standards:

The water quality standards specified in the CPHEEO Manual on water supply for

Physical, chemical and Bacteriological quality will be followed. As recommended in the

manual, filtration with disinfection will be proposed for water treatment as the source of

water is proposed to be Rukka /Getalsud dam water. Water quality standards given in the

CPHEEO manual are given in Table 3-5 below.

Table 3-3: CPHEEO Guidelines for Water Quality Standards

Sl. No. Characteristics Acceptable Cause for Rejection

Physical & Chemical Parameters

1 Turbidity (NTU) 1 10

2 Color (Units on Platinum Cobalt scale) 5 25

3 Taste and Odor Unobjectionable Objectionable

4 pH 7.0 to 8.5 <6.5 or > 9.2

5 Total dissolved solids (mg/l) 500 2000

6 Total hardness (as CaCO3) mg/l 200 600

7 Chlorides (as Cl ) (mg/l) 200 1000

8 Sulphates (as SO4) (mg/l) 200 400

9 Fluorides (as F) (mg/l) 1 1.5

10 Nitrates (as NO3) (mg/l) 45 45

11 Calcium (as Ca) (mg/l) 75 200

12 Magnesium (as Mg) (mg/l) <30 150

13 Iron (as Fe) (mg/l) 0.1 1


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Sl. No. Characteristics Acceptable Cause for Rejection

14 Manganese (as Mn) (mg/l) 0.05 0.5

15 Copper (as Cu) (mg/l) 0.05 1.5

16 Aluminum (as Al) (mg/l) 0.03 0.2

17 Alkalinity (mg/l) 200 600

18 Residual Chlorine (mg/l) 0.2 >1.0

19 Zinc (as Zn) (mg/l) 5 15

20 Phenolic compounds (as Phenol) (mg/l) 0.001 0.002

21 Anionic detergents (mg/l) (as MBAS) 0.2 1

22 Mineral Oil (mg/l) 0.01 0.03

Heavy Metals

23 Arsenic (as As) (mg/l) 0.01 0.05

24 Cadmium (as Cd) (mg/l) 0.01 0.01

25 Chromium (as hexavalent Cr) (mg/l) 0.05 0.05

26 Cyanides (as CN) (mg/l) 0.05 0.05

27 Lead (as Pb) (mg/l)(s ) ( g/ ) 0.05 0.05

28 Selenium (as Se) (mg/l) 0.01 0.01

29 Mercury (total as Hg) (mg/l) 0.001 0.001

30 Polynuclear aromatic hydrocarbons (PAH) (microgram/litre)

0.2 0.2

31

Pesticides (total, mg/l)

Absent

Refer to WHO guidelines for drinking water

quality Vol.I.-1993

Radioactivity

32 Gross Alpha activity (Bq/l) 0.1 0.1

33 Gross Beta activity (Bq/l) 1 1

(Source: Water Supply Manual CPHEEO)

3.4.4 System Loss

The water supply norms as mentioned above are the requirement at the consumer end.

For working out capacity requirement for different system components the losses

considered are as follows:

Water treatment plant : 3 - 5% – is considered

Treated water rising mains – This will be dedicated

main feeding to the overhead storage reservoirs

Distribution system – Major share of this loss

belongs to unaccounted for water (URW)

: No loss is contemplated in

this part of the system

: 15%


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Though, water requirement is considered as 135 lpcd, water supply system shall include 15%

losses for distribution, fire demand and other demands.

3.4.5 Design Head

Network pressures that are too low result in disruptions in water supply, while pressures

that are too high can result in excessive leakage and pipe bursts. Generally distribution

system shall be designed by keeping the following minimum residual pressures at the

ferrule points for water supply as per CPHEEO manual:

Single Storey : 7.0m

Two Storey : 12.0m

Three Storey : 17.0m

As a standard practice a 17.0 m residual head at ferrule point for house connections will be

considered.

3.4.6 Peak Factor

The per capita water supply rate as considered is the average demand per year. The

water consumption pattern however varies widely over a day as well as month. For

design of the system the peak factors have been adopted as per recommendations of

CPHEEO Manual. Depending on the contributory population the peak factor considered

are as follows:

For population less than 50,000 : 3.0

For population range of 50,001 to 200,000 : 2.5

For population exceeding 200,000 : 2.0

Above peak factors are corresponding to a 24 hours supply situation and have to be

adjusted in case shorter duration supplies if contemplated.

3.4.7 Supply Hours

The ultimate objective is to provide all consumers within the project town with a

continuous water supply (24 hours), and all components of the water supply system shall

be designed with this goal in mind. Presently intermittent water supply is being given to

the customers. This project aims to provide 24 x 7 water supply to the customers.

3.4.8 Minimum cover for pipes

Water supply pipelines are usually pressurized and only protection against damage is

required. Therefore, 1.0 m minimum cover is recommended for pipes.


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46 | P a g e

3.4.9 Minimum diameter of Water Supply Mains

The water supply distribution system is already existing in the town having size varying

from 80 mm i/d to 350 mmi/d. More than 70% pipeline is of Asbestos Cement Material. In

this project, rehabilitation of existing network has been proposed as per the design done

in water gem for all zones. Approximate 50 km pipeline of size 75mm and 80 mm has

been proposed to be replaced as it is very old and have maintenance issues. Existing

Asbestos Cement Pipes to be replaced with DI pipe will not be touched. It will remain as it

is in the present situation.

3.4.10 Velocity of flow

All pipes in network shall be designed for a minimum velocity of 0.60 m/s to avoid

deposition in pipe and and not to exceed a maximum velocity less than 3.0 m/s.

However, such low velocity situation shall be avoided, if possible.

3.4.11 Water Meters

Digital Water meters shall be installed on all residential, commercial, industrial water supply

lines in the distribution system and bulk water meters at outlet of overhead tank.

3.4.12 Water Hammer

Computation of maximum water hammer pressure and the control measures will be done

as per the recommendations of the CPHEEO Manual. In the computations, the values

will be adopted: Bulk modules of water `k‘ = 2.07 x 108

kg/m2

Modules of elasticity `E‘ for

a) C.I. -

b) M.S. -

c) D.I. -

7.5 x 109

kg/m2

2.1 x 1010

kg/m2

1.7 x 1010

kg/m2


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47 | P a g e

d) U.P.V.C. - 3.0 x 108

kg/m2

Water hammer pressure control measures will be suggested wherever the sum of

maximum operating pressure or static pressure of pipe line, whichever is more, and

calculated surge pressure exceed 1.1 times of internal design pressure.

3.4.13 Rising Mains - Optimized Design of Rising Main

The procedure for the design of rising mains is given below.

1. The material of pipe for rising main has to be selected.

2. The range of commercial pipe sizes for the analysis has to be considered.

3. The quantum of water to be pumped every year for the next 30 years has to be identified.

4. The Length of rising Main has to be determined.

5. ―C‖ in Hazen William‘s formula has to be determined.

6. Static lift has to be identified.

7. The following computations for all commercial sizes of pipes in the selected range have to be

computed.

a. Compute capital costs of rising main based on per meter rates.

b. Compute major head losses in rising main for each year of the 30 year period.

c. Add a percentage of minor losses and static lift to get gross total head requirements

for the next 30 years.

d. Compute HP requirements for pumps to be installed in first year to cater to duty

requirements of 15th year.

e. Assuming that pumps installed in first year will be replaced in 16th year , compute HP

requirements of New pumps to cater to duty requirements of 30th year. Consider 50%

standby capacity.

f. Compute Capital Costs of Pumps and Electrical Equipment installed in first year and

the escalated costs of Pumps and Electrical Equipment installed in 16th year based on

unit cost rates/HP.

g. Compute water supply hours for working pumps to supply required quantum of water

for each year of 30 year period.

h. Compute KWH for each year of the 30 year period considering working pumps

capacity and above supply hours.

i. Compute Electrical Power costs for each year of next 30 years period considering unit

power rate and allowing for escalation in power rate in the next 30 years.

j. Convert costs for replacement of pumps in 16th year and power costs every year in the

30 year period to first year level costs by using following formula:

i. Pn =Po (1+r )*n

ii. Where, Po is the first year level cost,

iii. Pn is the nth year level cost,

iv. And r is the interest rate (say 10 %)

k. Add capital cost of rising main and capital costs of Pumps and Electrical Equipment

installed in first year to above converted costs to get the PRESENT WORTH COST of


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48 | P a g e

the rising main.

l. The analysis yields Present Worths of various sizes of rising main from the range of

commercial sizes considered and the minimum Present Worth alternative indicates the

Optimum Size for the rising main.

8. If required the analysis can be carried out for alternate materials for the rising main.

9. Evaluation of pipe material.

3.4.14 Hydraulic Considerations

The water head range at the upstream and downstream end of the pipe has been determined

for the purpose of hydraulic analysis of the pipeline, whether under pressure or gravity

conditions. Pipe sections shall also be checked for water hammer for the rising main safety.

3.4.15 Friction Losses

Friction losses are interrelated with pipe sizing and will be given due consideration during the

design of the pipeline.

3.4.16 Pipe Material Selection

Pipe materials considered for the distribution and transmission network system are Cast

Iron(CI), Ductile Iron (DI), Mild Steel (MS), High Density Polyethylene (HDPE), Medium

Density Polyethylene (MDPE), Polyvinyl Chloride (PVC), Asbestos Cement (AC), Glass

Fiber Reinforced Plastics (GRP), Electrically Welded Steel (EWS) and Pre-stressed

Concrete (PSC). The pipes have been compared on various parameters to evaluate their

usefulness as a water carrying main in transmission and distribution system. The main

parameters which have been discussed are available sizes and lengths, applicable IS

codes, weight, flexibility, available working pressure ratings, tensile strength, impact

strength, ease of tapping and repair, general availability in India, availability of plant and

skilled man power for manufacturing, laying and maintenance, availability of corrosion

control techniques, ease of locating underground pipes, special bedding requirements,

laying speed, performance experience and basic cost economics.

High Density Polyethylene (HDPE): HDPE pipes are available in sizes up to 630 mm OD but up

to 315 mm OD they are commonly used. The material is light, has very good impact strength

flexibility and corrosion resistance. The jointing can be done by butt welding, insert jointing or by

flange jointing. This is satisfactory but requires skilled manpower; HDPE pipes are tough and

resilient and conform to the topography of land when laid above ground or in trenches. They can

bend to some extent thus reducing use of specials like bends, elbows etc., thereby reducing

installation cost. HDPE pipes are easy to carry and install because of their lightness. The pipe has

a very high C-value. The bending material has to be free from sharp edges. Fine sand or screened

excavated material is ideal. It is the costliest material as compared to other pipes available in its

range.

Mild Steel (MS): This can be manufactured from mild steel plates for required sizes. However, it is


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49 | P a g e

not normally used in the local distribution lines. It is mostly used as trunk distribution mains and

transmission mains in the water supply systems in India. The material has high impact strength

due to its high ductility. Specials of all kinds and be fabricated without difficulty. Due to elasticity,

MS pipes adopt themselves to changes in relative ground level without failure and hence are

suitable for lying in ground liable to subsidence. MS pipe with flexible joints provides additional

safeguard against failure.MS pipes being flexible are best suited for high dynamic loading.

Because of its low resistance to corrosion, MS mains need protection from corrosion internally and

externally. The internal coating would improve the C-valve. Skilled manpower is available for laying

and jointing of MS pipes. Tapping and repairs are easy. When a pipeline has to lay over waterway or

railway, MS pipes are most suitable due to their flexibility and light weight compared to CI / PSC

pipes. When internally coated and externally grunted it marginally differs in cost as compared to

internally coated CI pipe.

Ductile Iron (DI): Ductile Iron, also called nodular iron or spherical graphite iron has superior

mechanical characteristics. Ductile iron differs from cast iron by its greater tensile strength and by

its significant proof stress and elongation after yield. For protection from corrosion inside and

outside linings are provided. Cement mortar lining with a seal coat of asphalted material is typically

applied. Polyethylene internal linings and epoxy coatings and linings are also used for special

applications. Laying and joining techniques are similar to CI. The pipe has high impact strength

due to its ductility. Thus it has the durability of CI and the ductile strength of MS. However it needs

proper bedding and backfilling for sizes 700mm and above due to it‘s this wall design.

Table 3-4: Techno Economical Comparison of Different Pipe Materials

S. No.

Parameters Pipe

Material HDPE CI MS DI

1 Available Sizes (mm)

63-1000 80-1000 As required 80-1100

2 Lengths (m) 41049 41049 41049 41049

3

Applicable IS codes

forManufacture Laying and jointing, Fittings

4984, 7328, 7634, 14151,

14333

1536, 1537, 6163, 7181,

3114

3589, 5822

8329

4 Weight Light Heavy Heavy Medium

5 Flexibility Maximum Rigid Medium Medium

6

Available Working Pressure Range

Kg/cm2

2.5–10

06-12

As required

16-25

7 Tensile Strength

24 15 40 42

8 Impact Strength Very Good Nil Very Good Very Good

9 C-value (CPHEEO)

140-145 100-145 100-145 130-145


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S. No.

Parameters Pipe


10

Corrosion Resistance

Very Good

Low in corrosive soils

and water

Good

More

Resistance with internal lining and

outside guniting than

CI

11

Jointing Methods Butt welded

joint, flanged joint, insert

joint

Spigot & Socket Joint with

Rubber ring, flanged joint

Welded joint, Flanged joint

Spigot & Socket Joint with

Rubber ring, flanged joint

12

Ease of tapping and repair

Saddles required

Easy

Easy

Easy

expensive

13 General Availability Freely Available

Freely Available

Freely Available

Freely Available

14

Availability of plant

and skilled

manpower for

manufacturing

laying and maintenance

Available

jointing needs extra

care

Freely Available

Freely Available

Freely Available

15

Availability of

Corrosion control

techniques

NA

Cathodic protection

can be

carried out Mortar lining

form inside necessary

for corrosive water

Inside mortar lining

outside

guniting practiced,

cathodic protection

can be carried out

In very

aggressive soils Cathodic

protection needed

16 Ease of location for underground pipe

Not easy Easy Easy Easy

17

Special bedding

requirements

Fine sand or screened

excavated material

Nil

Nil

Over 700 mm

design being of a thin wall

special care needed in bedding & backfilling

18 Laying Speed Fast Slow Slow Medium


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51 | P a g e

S. No.

Parameters Pipe


19

Pipe performance experience

Good with

reputed contractors

With unskilled

labours - leakage at

joint observed. Does not

deteriorate with time

Very Good

Very Good

corrodes

rapidly if not

protected,

repairs are

easy

Very Good

Table 3-5: Most Cost Effective Pipe Material with Life Cycle Cost Analysis (LCA) for Water Distribution System for 100 mm dia

Project Design Life (n)

30

Years

Interest Rate

9%

Diameter of Pipe (mm)

100

Inflation

Rate

6%

Inflation /

Interest Factor (F) =

1.06/1.09

0.9725 Length of

Pipe (m)

100

S. No.

Parameters Pipe Materials

Remarks

HDPE DI

1 Project Design Life (np) in

Years

30 30 —

2 SOR Rate (C ) in Rs. 34188 79212 —

3 Rehabilitation Cost (Cm) in Rs. 0 0 —

4 Annual Maintenance Cost (Mc)

in Rs. 760 450 —

2.2% 0.57%

Estimation of Life Cycle Cost

S.

No. Description and Calculations

Pipe Materials Remarks

HDPE DI

1 Planning and Design Cost in Rs.

— — —

2

Price (Cost of Pipe including Providing, Laying complete in all

respect) in Rs.

34188

79212

—

3

Maintenance Cost (in Rs.)

for Design Period =

[1- (F)n] / [1/F-1] X Mc

15229

9017

—

Total Cost in Rs. 49,417 88,229


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30

Years

Interest Rate

9%

Diameter

of Pipe (mm)

150

Inflation

Rate

6%

Inflation /

Interest

Factor (F) =

1.06/1.09

0.9725 Length of

Pipe (m)

100

S.

No. Parameters


HDPE DI


Years

30 30 —

2 SOR Rate (C ) in Rs. 69004 115518 —



in Rs. 760 450 —

110.14

% 38.95%



— — —

2

Price (Cost of Pipe including Providing, Laying complete in

all respect) in Rs.

69004

115518

—

3

Maintenance Cost (in Rs.)

for Design Period =

[1- (F)n] / [1/F-1] X Mc

15229

9017

—

Total Cost in Rs. 84,233 1,24,535

d


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Note:-

np = Design Period (n - np) where n is Service Life ns = Service Life - Design Life

Mc = Annual Maintenance Cost as per Experience C = Bid Price (Cost of Supply and Laying of Pipe) Cm = Rehabilitation Cost

In urban areas of Punjab, from past few years, only DI pipe is adopted for laying of

water supply line. Therefore, it is proposed to use DI pipe for the transmission

network as well as for the network to be rehabilitated. The merits of using DI Pipes has

been extensively discussed earlier and it is accepted that DI pipes are technically

highest ranked among all metallic pipes.

3.4.17 Design Formula

A number of formulae are in use for hydraulic analysis of water distribution networks.

Most widely used among those is Hazen – Williams‘s formula, which involves flow

through pipeline, diameter of pipeline velocity of flow and the loss of head due to friction.


30

Years

Interest Rate

9%

Diameter

of Pipe (mm)

200

Inflation

Rate

6%

Inflation / Interest Factor (F) =

1.06/1.09

0.9725 Length of

Pipe (m)

100

S.

No. Parameters


HDPE DI


Years

30 30 —

2 SOR Rate (C ) in Rs. 130465 145782.4317 —



in Rs. 760 450 —

58.25% 30.87%


S. No.

Description and Calculations Pipe Materials

Remarks HDPE DI


— — —

2

Price (Cost of Pipe including Providing, Laying complete in all

respect) in Rs.

130465

145782

—

3

Maintenance Cost (in Rs.) for

Design Period = [1-(F)n] / [1/F-1] X Mc

15229

9017

—

Total Cost in Rs. 1,45,694 1,54,799


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3.4.17.1 Hazen Williams

Hazen Williams’s formula is given by the expression:

V = 4.567 x 10-3 x C d0.63 x S0.54

Where V = Velocity of flow

C = Hazen Williams co-efficient of

friction d = diameter of circular conduit

and

S = Slope of hydraulic Gradient

Above application for convenience can be converted by applying area component as

πd2/4 and stands at

Q = 1.292 x 10-5 x c x d2.63 x S0.54

Hazen Williams Co-efficient ‗C‘ is Recommended as standards

as below:- DI (Lined) pipe- New 140 Design140

3.4.17.2 Darcy – Weisbach

Darcy – Weisbach‘s formula, given by

H fV2

S = =

L 2gD

Where,

H = head loss due to friction over length L in meter

f = friction factor to be derived from Colebrook-White formula

(dimensionless) g = acceleration due to gravity in m/sec2

V = velocity in m/sec

L = length of pipe in meter

D = diameter of pipe in meter

3.4.18 Design Software

Water GEM V8i, a powerful and easy to use computer program that helps to design and

analyze complex pressurized distribution pipe network systems, shall be used for

hydraulic computations and to carry out the design of distribution systems. The design

run outputs will be provided together with documented evidence of the validation of the

model and assumptions used during model construction. The network shall be analysed

for steady state analysis of water distribution systems. For distribution network analysis,

WaterGEMS V8i software is recommended for use.

3.5 Network Appurtenances

3.5.1 Over Head Service Reservoirs

The capacity of service reservoirs shall be provided adequately so that the storage

capacity will be sufficient to cover as a minimum the water consumption without refilling

and to balance the difference between peak consumption and incoming supply to the


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reservoir. However, for fixation of storage capacity of overhead service reservoir a mass

curve shall be developed based on consumption pattern and rate of inflow in the

reservoir.

3.5.2 Boosting

For distant localities, boosters may be provided instead of increasing the size of mains or

height of the reservoir unduly for maintaining the required pressure.

3.5.3 Thrust/Anchor Blocks

All pipelines having unanchored, flexible joints require anchorage at changes of direction

and blank ends to resist the thrusts developed by internal pressure. The anchorage/thrust

blocks shall be designed taking full account of the maximum pressure the main is to carry

during service or testing and the safe bearing capacity of the surrounding soil.

The magnitude of the thrust shall be calculated by using the following expression:

Blank ends and junctions = 102 x A x P kN

Bends = 102 x A x P x 2 Sin /2 kN

Where A = Cross-sectional area m2

P = Internal Pressure bar/kg per

cm2

= Angle of deviation of bend

The resisting forces shall be computed considering the sum of frictional forces between

the bottom surface of the thrust block and foundation soil plus frictional forces between

sides of thrust block and surrounding soil passive resistance offered by soil.

3.5.4 Joints Joint is often the weakest element in water transmission mains and the point where

corrosion might commence. Therefore procedure for protection will adopted according to

standard specifications. All the shop and field joints shall be welded, all welding shall

conform to the requirements of IS 823: 1964 and IS 4353:1995. Welding consumables -

such as electrodes, filler rods and wires shall conform to IS 814:2001, IS 3613:1974, IS

6419:1971 and IS 7280:1974. Ultrasonic Testing should be carried our as per IS 3664

and it should satisfy testing criteria specified in IS 7343:1986

3.5.5 Valves

For control of flow through the pipeline, sluice valves shall be used. For facilitating

maintenance, one control valve with a spacing of 1.5 km to 2.0 km shall be provided on

long reaches.

To facilitate cleaning of the pipeline, wash out valves of adequate size shall be provided at

suitable low points. These valves will be sluice valve type connected by a branch tee from

the main line. The wash out line from the valve will lead to the nearest drainage

course/drain through pipes and fittings.

Air valves of Kinetic double acting type will be provided on the pipeline at suitable high


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points depending on the profile of the pipeline. Kinetic double acting air valve of 100 mm

dia. will be provided for mains larger than 400 mm dia. and 80 mm dia. ordinary double

acting air valves will be provided on mains of size 400 mm and below.

Any design consideration not covered above shall be in accordance with the

requirements as contained in Manual of Water Supply and Treatment of CPHEEO,

MOUD, Govt. of India.

Non-Return Valve or Check valve and are installed at pumping station locations to

prevent backflow of water. Such valves, as allow flow through those only in one direction

i.e. towards the direction of lower pressure. Flow in the reverse direction is prevented by

instantaneous closure of the valve. The valve opens automatically when the upstream

pressure increases to a level higher than the downstream pressure.

Surge Vessels & Surge Tanks are installed in piping system, where long lengths of

pipelines are operated under high pumping pressure, to save the pipeline and

appurtenances from damage. Sudden stoppage of pump cause large mass of water

flowing in a reverse direction causing hammer like impact on the pipeline and

appurtenances.


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4 EXISTING WATER SUPPLY

4.1 Existing Water Supply Sources

The existing water supply system in Jalandhar city is tubewell based. The drinking water

is supplied through existing 540 tubewells. This project concerns the development of an

entirely new surface water supply system, from the water source to a reservoir at the

fringe of the city.

4.1.1 Surface Water

Surface water for Jalandhar city is available from Bist Doab Canal as it is passing through

Adampur city outskirts. The main Bist Doad Canal is 805 km long starting from Ropar

Headworks. This canal system commands a gross area of about 4 lakh hectares. The

demand for agriculture could be met from the same canal as the canal is having capacity of

500 cusecs.

Fig 4-1: Bist Doad Canal

The BDC carries approximately 1,200 to 1,600 cusecs of water and moves through

Garhshankar, Adampur, Nawanshahr, Banga, Phillaur, Kapurthala and Jalandhar in Doaba..

There is a requirement of 113 cusec of Raw water for the projected population of the town by

the year 2036 and is 150 cusec for the Year 2051. The whole demand is to be met from BDC

without altering any existing outlet and remaining within the allocated share of Punjab State

in view of the National Water Policy 2002 and 2012 in which top priority is given for drinking

purposes over the all other purposes.

a) Near Village Jagrawan Adampur around 75 cusecs water is already sanctioned to Jalandhar

from Bist Doab Canal .

4.1.2 Ground Water:

At present, Water Supply system in the Jalandhar town is based on Tubewells. There are

total 540 number tubewells in Jalandhar. Approximately 98% of the city is currently served

through a pipe network, while the remaining area is covered by dug wells, public stand

posts and water tankers. Due to this situation, citizens of the city tend to exploit ground


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water despite not having sufficient availability of groundwater

Table 4-1 Details of existing tubewells at Jalandhar

Pump Identification Operating Parameters

Sl. No.

Name of Pumping Station Pump Rference

Operating pattern

Measur ed Flow

(m3/hr)

Meas ured

Head (m)

Meas ured power (kW)

1 Qazi Mandi New Near ROB Damoria Pul Only One

Tube well 83.8 38.5 27.5

2 Qazi Mandi Old Near Old Octroi Post Only One Tube well

38.5 37.5 14.1

3 Amrik Nagar Near Durga Mandir Only One Tube well

54.2 37.0 24.7

4 Santoshi Nagar Near Mary- Amma

Mandir Only One

Tube well 62.3 41.5 22.4

5

Santoshi Nagar near Baba Math

Near Baba Math Shah Only One Tube well 51.8 53.0 23.1

6 GGS Avenue- 1

Near Appya Mandir Only One Tube well

66.0 48.4 19.3

7 GGS Avenue- 2

Near HIG Flats Only One Tube well

71.8 39.4 28.0

8 Ajit Nagar Gali No.

10 Near Duggal

Bakery Only One

Tube well 59.1 50.0 18.6

9 Shiv Raj Garh Inside Shivrak Garh

Mohalla Only One

Tube well 53.6 52.5 19.1

10 Rasta Mohalla Near Sarwan Di Only One Tube well

42.0 41.5 16.6

11 Partap Bagh Opp.Dispos

al

Opp. Zonal Office Only One Tube well 86.3 50.5 28.4

12 Partap Bagh Near Hari Only One 98.2 40.5 33.3

New Bol Mandir Tube well

13

Partap Bagh near Khal wale

Near Chet Ram Khal Wala

Only One Tube well 61.1 48.5 21.1

Near

14

Bagh Karam Baksh Mohalla Bagh Karam


Baksh

15

Bhai Ditt Singh Nagar In Ditt Singh Nagar Only One Tube well 97.5 42.5 30.8

16 Purian Mohalla

New Near Sehglan

Mohalla Only One

Tube well 62.1 52.6 21.0

17 Brij Nagar In Park Brij Only One 48.4 52.5 22.0

Nagar Tube well

18

Gajji Gulla (Parbhat Nagar)

In Parbhat Nagar Only One Tube well 66.2 44.5 22.6

19 Chandan Nagar In Park

near Union Bank Only One

Tube well 64.6 41.5 24.5

20 Fatehpura B/s Shiv Only One 57.4 56.5 21.9

Mandir Tube well

21 Mast Ram In park near Only One 73.4 45.5 24.8

Park Chintpurani Tube well

22 Bikram Pura

Near Arya Samaj Mandir


23 Gajji Gulla (Sat

Nagar) Near Sat Nagar MC

Qtrs. Only One

Tube well 49.4 59.5 22.1


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24

Gandhi Camp

Near DAV Ayurvedic Green Belt


25

Gandhi Camp Market

Near Market Chowk


26 BSF Colony In Park Only One 65.1 43.5 23.2

Old BSF Colony Tube well

27 BSF

Colony New Near Market BSF Colony Only One

Tube well 50.3 45.5 19.2

28 Boarwala

Chowk Moh Karar Khan

In Bohar wala Chowk Only One Tube well 50.8 58.5 22.9

29 Gurdev In park Only One 68.8 45.5 27.0

Nagar Tube well

30

Gopal Nagar Janj Ghar

Near Janj Ghar Chowk Only One Tube well 49.3 42.0 16.6

31 Ashok Vihar Ghorian Only One 53.7 47.5 19.3

wala Tour Tube well

32

Nav Jyoti Colony

Near Valmiki Mandir Only One Tube well 60.0 45.0 23.1

33 Indra Colony Near Only One 67.4 41.5 21.9

34 Aman

deep Avenue

Near Sai Dass Ground


35 Janta Opp. Gullu Only One 92.6 42.0 25.2

Colony Transport Tube well

36 Jinda Pind

Near Mame Only One 58.2 49.0 22.0

Da Dhaba Tube well

37

Seth Hukam Chand Colony

Opp. Ramgarhia Gurudawar

a

Only One Tube well

83.1 42.5 30.7

38

Guru Amar Dass Nagar

2 Malre

Opp. Tagore Hospital

Only One Tube well

50.9 47.5 20.0

Near Only One Tube well

Guru Amar

Double

39 Dass Nagar

Storey 40.2 41.5 22.1

Kalia Farm

Quarters

Park

40

Guru Amar Dass Nagar Park

Near Mandir Qilla Mohalla Only One Tube well

31.8 43.6 9.1

41

Guru Amar Dass Nagar Flats

In Ram Darbar Chowk Only One Tube well

45.4 44.6 17.7

42

Bhagat

Singh Colony

In Park Mai Hiran Gate Only One Tube well

33.9 46.0 15.0

43

Bhagat Singh Colony Flats

In Tour Lawan Mohalla Only One Tube well

43.0 44.6 14.7

44 Gadaipu

r

In Chowk Malkan Mohalla



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45 Swaran

Park

Near Nickle Polish wali gali


46 Raja

Garden

Old Committee School


47

Baba Balak Nath

Nagar

Opp. Nirankari Bhawan

Only One Tube well

59.1 44.5 17.8

48

New Aman Nagar

Manan's Street

Guddu Councillor wali Gali Only One Tube well

39.1 41.5 14.1

49 New Gobind

Near Only One 55.7 54.5 20.5

Nagar Mandir Tube well

50 Amar B/side Raj Only One 46.3 49.5 20.1

Garden Mahal Hotel Tube well

51 Preet Nagar

In Park Kot Only One 51.0 49.0 16.2

Pakshian Tube well

52

Aman Nagar Trikoni Park

In Chowk Rainak Bazar Only One Tube well

42.0 43.5 16.7

53

Preet Nagar Basti Bhure Khan

Hind Smachar Ground

Only One Tube well

74.5 46.0 30.3

Nr. Shishu

54

Togri Mohalla

Model School Mohalla


55 Dada In Ghorian Only One 52.3 43.5 17.1

Colony-2 Wala Tour Tube well

56 Dhan Near Only One 61.6 54.5 23.8

Mohalla Mandir Tube well

57

Guru Govind Singh

Avenue

Near Maa Bharti Park Only One Tube well

72.2 51.4 27.4

58

Globe

Colony

Near Railway Line


59

Police Division

No.1

Near Railway Line


60 Dada

Colony-1 Near Shamshan

Ghat Only One

Tube well 72.3 45.0 26.3

61 Children In Park Only One 58.3 48.5 21.9

Park Tube well

62

Sanjay Colony (11 no. Gali)

Near F.C Sondhi Only One Tube well

45.7 39.0 18.0

63 Frie

nds Colony

Near Shamshan Ghat


64

Ram Nagar

Shamshan Ghat

Near Gurudawar a Only One Tube well

91.3 40.5 30.3

65 Ashok Vihar

In Park Only One 60.8 41.5 20.2

Tube well

66

Nav Jyoti

Colony

Near Gurudawar a



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67 Indra

Colony In Main Only One

25.5 38.0 8.0

Street Tube well

68 Aman

deep In Park Only One

78.7 38.5 31.5

Avenue

Tube well

69

Janta Main Road Only One

58.7 39.5 19.0

Colony

Tube well

70

Jinda Pind

In Park Only One

93.9 39.5 28.3

Tube well

71

Seth Hukam Chand Colony

In Park Only One Tube well

51.8 46.5 16.7

72

Guru Amar Dass Nagar

2 Malre


42.2 39.5 13.5

73

Guru Amar Dass Nagar Kalia Farm

Near Dharamsha la

Only One Tube well

72.7 41.0 22.3

74

Guru Amar Dass Nagar Park


62.1 40.0 18.9

75

Guru Amar Dass Nagar Flats


63.3 52.0 25.3

76

Bhagat Singh Colony

In Park Only One Tube well 50.7 40.0 17.3

77

Bhagat

Singh Colony Flats

Near Flats Only One Tube well

60.8 42.0 18.1

78

Gadaipur

In Park Only One

74.5 38.0 24.3

Tube well

79

Kalia Colony

In Park Only One

79.7 39.0 26.4

80

Transport

In Park Only One

50.1 37.5 13.4

Nagar Tube well

81

Swaran Park

In Park Only One

93.7 39.0 23.8


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Tube well

82

Raja Garden

In Park Only One

94.3 38.5 26.9

Tube well

83

Ram Bagh

In Park Only One

90.7 41.5 24.5

Colony

Tube well

84

Baba Balak

In Park Only One

70.7 47.0 24.1

Nath Nagar

Tube well

New Aman

85

Nagar Manan's

In Street Only One Tube well 55.0 38.3 16.3

Street

86

New Gobind

B/side JP Only One

61.6 38.0 39.0

Nagar Industries Tube well

87 Amar In Park Only One

60.2 51.5 21.5

Garden

Tube well

88 Preet

Nagar In Park Only One

56.8 39.5 13.1

Tube well

89

Aman Nagar

In Park Only One

45.5 37.5 15.2

Trikoni Park

Tube well

90

Preet Nagar Basti Bhure Khan

In Street Only One Tube well

74.0 40.5 20.4

91 Sodal In Park Only One

83.0 38.9 20.9

Mohalla

Tube well

92

JMP Ashok

Near JMP Only One

30.3 37.5 9.1

Vihar Tube well

93

Shiv Nagar

In Park Only One

51.5 42.5 15.7


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Tube well

94 Mathura


Nagar

Tube well

95 Togri

In Street Only One 65.4 40.5 25.0

Mohalla

Tube well

96 Saini Colony


Tube well

97 Beant Sing


Park Tube well

98 Dada


Colony-2

Tube well

99 Thapran


Bagichi

Tube well

100

Ram Nagar Gandhi Camp

Near Railway Line

Only One Tube well

57.7 48.5 19.9

101 Radisson


Enclave

Tube well

102 New Sheetal


Nagar

Tube well

103 Greater


Kailash

Tube well

104 Shanti Vihar


Tube well

105 Jawala


Nagar

Tube well

106 Moti Nagar


Tube well

107 Sudarshan


Park Tube well

108 Sheetal

On Canal Only One 61.8 41.5 16.4

Nagar

Tube well

109 Professor


110 Kabir Nagar

Opp. Gali No. 4 Kabir Nagar


111 Kabir Nagar

Opp. Gali Only One 44.8 45.5 21.8

Gali No. 8

No. 8 Tube well

112 P&T

Colony

B/side Pasricha Hospital


113

Sangat Singh Nagar

Near Gulab Devi Hospital Only One Tube well 71.9 44.5 25.7


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114 Dur

ga Colony

Near Bultron Park


115 Adarsh Adarsh Only One 49.8 51.5 23.6

Nagar Nagar Tube well

116 Mini Lal Furniture Only One 63.8 42.5 26.1

Rattan Market Tube well

Dhobi

117 Mohalla

(Makhdoom

Near Billa di Dairy Only One Tube well

54.0 41.5 20.8

pura)

118 ESI Hospital

Near ESI Only One 98.7 40.5 30.1

Tube well

119 Patel Near Patel Only One 38.9 65.5 16.9

Hospital Hospital Tube well

120

Sat Narain Mandir Makhdo

omp ura

Near Sat Narain Mandir Only One Tube well

29.5 40.5 12.2

121 Khalsa Islamabad Only One 58.8 43.5 21.8

School Tube well

122 New Near Dimpi Only One 40.0 43.5 21.0

Islamabad

Kabaria Tube well

123 Vijay Nagar (Tanki

wala- 1)

Opp. Parvati Jain School

Only One Tube well

56.0 45.0 20.8

124 Shakti Nagar (Vijay

Nagar 2)

Near Pathar Wala Park

Only One Tube well

44.5 43.5 18.0

125 B/side Civil

Near Lash Only One 55.0 43.0 23.1

Hospital Ghar Tube well

126 Gujral Nagar

B/side Mann Scanning

Only One Tube well

73.1 46.5 23.7

127 New Vijay Nagar

B/s M.P Santokh Chaudhary

Only One Tube well

60.0 46.0 30.1

Ashok

128 Nagar Opp. New Vijay

B/s Jhandia Wala Peer Only One Tube well

43.0 53.5 16.1

Nagar

129 J.P Nagar (Tanki wala)

Near Sant Dass Public School

Only One Tube well

14.8 43.6 8.4

Near

130 J.P Nagar MLA Wala

Bhagat Chunni Lal Only One Tube well

48.9 59.6 20.3

Residence

131 Adarsh Nagar Park

Adarsh Nagar Market

Only One Tube well

52.4 53.5 29.6

132 Adarsh B/s Chick Only One 51.4 49.5 18.6

Nagar ( Chick Tube well

Dusehra House

Ground)

133 Tagore Tagore Only One 34.7 42.5 15.0


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Nagar-1 Nagar-1 Tube well

134 Saraswati

Near HIG Only One 18.4 45.5 14.5

Vihar Flats Tube well

135 New Adarsh

Near Bolina Only One 82.4 49.5 28.1

Nagar Gas Tube well

136 Gupta Colony

Santgarh Gurudawar a Only One Tube well

52.3 49.6 15.9

137 Hardev Nagar

B/side Sports College

Only One Tube well

52.5 43.5 21.5

138 Arya Nagar

Near Canal Only One 48.6 42.0 15.2

Tube well

139 O/side Irrigation

office

Kapurthala Road Only One Tube well

46.5 41.5 20.2

140 SBLS Nagar

Near Gurudawar a

Only One Tube well

58.0 48.6 22.8

141 New Amar Nagar

B/side Narula Towels Only One Tube well

75.7 47.5 27.8

Rattan

142 Nagar (SBLS

Near Gas Go down Only One Tube well

60.3 42.0 21.5

Nagar 2)

143 New Guru

Nanak Nagar

New Guru Nanak Nagar

Only One Tube well

45.2 45.0 27.2

144 SBLS Nagar

Gali No. 2 Only One

59.3 49.5 22.2

Tube well

Near

145 Raj Nagar

Ramgarhia Gurudawar Only One Tube well

83.8 45.5 31.5

a

146

New Raj

Nagar

Near Gurudawar a Only One Tube well 53.9 45.0 22.4

147 Madhuban

Colony

Near Madhuban Park Only One Tube well 62.3 45.0 19.1

148 Kabir Vihar

Near Only One 53.9 64.5 23.4

Disposal Tube well

149

Gautam

Nagar

Near Janj ghar (Rama Mandi)


150

Raj Nagar Berrian Wala

B/side School Only One Tube well

63.1 40.5 20.1

151 Katehra Katehra Only One 62.8 47.5 20.8

Mohalla Mohalla Tube well

152 Madhuban

Near Jug Only One 90.3 46.0 25.1

Colony Wali Kothi Tube well

153

Shastri

Nagar

66 near Baljit Singh A.E


154 Basti Bawa

Near MCJ Only One 44.3 42.5 20.9

Khel 1 Flats Tube well

155 Basti Bawa

Near Only One 63.4 45.0 36.8

Khel 2 Church Tube well

156 Rohi

ni Colony

Opp. Baldev Councilor



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Residence

157

Guru Ram Dass Nagar

Near Nakhan Wala Bagh

Only One Tube well

53.6 44.5 20.3

158 Raja

Garden Near Gurudawar

a Only One

Tube well 60.0 44.0 22.9

159

Basti Peer Dad

(Shamshan

Ghat)

Inside Shamshan Ghat Only One Tube well

64.9 45.0 24.8

160 She

r Singh Colony

Near Basti Bawa Khel Khel


161

Basti Peer Dad/

Chintpurani

Mandir

Near Panj Peer Colony Only One Tube well

74.0 42.5 23.1

162 Gur

u Ram Guru Ram Only One

51.5 41.5 19.6

Dass Nagar

Dass Nagar Tube well

163 Raja

Garden New Only One

60.5 40.5 22.7

Tubwell Tube well

164 Har

bans B/side SBI Only One

58.9 47.1 27.4

Nagar

Tube well

165 J.P

Nagar Near Kothi Only One

32.4 74.5 22.0

Ganga Park

No. 421 Tube well

166 J.P

Nagar Plot

Near Khehra Palace


167 Kris

hana Nagar

Near Gurudawar a


168

Basti Mithu

Near Only One

27.4 42.5 18.5

(Bohar

Gurudawar Tube well

Wala)

a

169 Sha

kti Park Near Basti Only One

45.3 41.5 18.9

Basti Guzan

Guzan Park Tube well

170

Basti Guzan Binda Chowk

Near PSEB Complaint Centre

Only One Tube well

22.7 44.5 11.0


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171 Sha

h Kulli Near Ice Only One

38.5 43.5 15.4

Factory Tube well

172 Pan

chvati Near Only One

34.1 43.8 13.4

Mandir

Mandir Tube well

173 Virdi

Colony Basti Gujan Only One

69.9 42.8 22.2

Tube well

174 Gro

ver Grover Only One

58.0 42.0 25.0

Colony

Colony Tube well

175

Nr Arya

Kanya (Bohar wala)

Nr Arya Kanya (Bohar wala)

Only One Tube well

35.3 40.0 11.8

176

Rasilla

Nagar Indo

German

Rasilla Nagar Indo German

Only One Tube well

51.0 38.0 24.6

GM School

GM School 120' Road(Sant Ram

Grover Park)

Only One Tube well

120'

177 Roa

d(Sant

36.7 43.0 19.7

Ram

Grover

Park)

178

Rasilla Nagar

Ekta nagar

Rasilla Nagar Ekta nagar

Only One Tube well

46.7 60.5 17.3

179 Gro

ver Grover Only One

49.7 38.5 24.8

Colony

Colony Tube well

180

Hargobind Colony Arya Sr.

Sec.

Hargobind Colony Arya Sr. Sec.

Only One Tube well

67.5 38.5 22.5

181 Dilb

agh Dilbagh Only One

69.5 43.0 18.8

Nagar New

Nagar New Tube well

182

120' road

Narula Palace

120' road Narula Palace

Only One Tube well

78.4 41.5 27.7


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183 Ano

op Anoop Only One

65.7 37.5 17.3

Nagar

Nagar Tube well

184

New Rasilla Nagar Nahla Road

New Rasilla Nagar Nahla Road

Only One Tube well

74.7 39.2 22.1

Basti

Basti

185

Danishnand

a 2 Gamme

Danishnand a 2 Gamme Only One Tube well

73.5 39.2 23.4

da Khel

da Khel

186 Ravi

Dass Ravi Dass Only One

40.0 45.5 16.5

Mandir-1

Mandir-1 Tube well

187 Ravi

Dass Ravi Dass Only One

28.0 40.0 22.4

Mandir-2

Mandir-2 Tube well

188 Las

oori Lasoori Only One

68.0 39.5 24.7

Mohalla

Mohalla Tube well

189 Satt

ara Sattara Only One

58.0 42.0 24.6

Mohalla Old

Mohalla Old Tube well

190 Roa

d Road Only One

55.3 40.0 16.5

Mohalla

Mohalla Tube well

191 Man

jeet Manjeet Only One

69.7 40.3 19.5

Nagar

Nagar Tube well

192

Basti

Danishmand

a Tanki

Basti Danishman da Tanki

Only One Tube well

88.0 45.5 30.9

193 Gur

u Nanak Nagar

Guru Nanak Nagar Only One Tube well 34.0 45.5 20.9

194 Jair

atha Jairatha Only One

63.3 45.5 30.2

Mohalla

Mohalla Tube well

195

Post Office Basti

Sheikh

Post Office Basti Sheikh Only One Tube well

55.7 37.5 13.5


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196

Basti

Danishmand a Adda

Basti Danishman da Adda Only One Tube well

65.7 44.5 20.5

197

Chopra

Colony Sat

Kartar Nagar

Chopra Colony Sat Kartar Nagar

Only One Tube well

80.5 48.7 27.2

198

Girl School Basti

Sheikh

Girl School Basti Sheikh Only One Tube well

68.4 37.5 18.7

199 Katr

a Katra Only One

37.0 46.5 22.1

Mohalla

Mohalla Tube well

200 Bha

ndarian Bhandarian Only One

78.3 38.0 21.7

Mohalla

Mohalla Tube well

201

4 Marla Model House

4 Marla Model House Only One Tube well

96.3 38.5 24.3

202 Kot

Mohalla Kot Mohalla Only One

61.8 37.5 15.2

Tube well

203

Star surgical

Kot Mohalla

Star surgical Kot Mohalla

Only One Tube well

66.3 38.5 18.1

204

Bhagat

Singh Nagar

Bhagat Singh Nagar

Only One Tube well

50.3 41.5 19.4

205

Model House

Mata Rani

Chowk

Model House Mata Rani Chowk

Only One Tube well

58.3 38.5 19.8

206

Laxmi

Narayan Mandir

Laxmi Narayan Mandir

Only One Tube well

76.4 42.5 26.4

207 Nan

dlal Nandlal Only One

71.3 37.8 21.1

Noorpuri

Noorpuri Tube well

208 Sant

Nagar Sant Nagar Only One

91.5 38.5 29.0

Tube well

209

Gali No.4 Tej

Mohan Nagar

Gali No.4 Tej Mohan Nagar

Only One Tube well

67.9 37.8 16.2

210 Utta

m Singh Nagar

Uttam Singh Nagar Only One Tube well 73.6 38.7 22.9


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211 Bab

rik Babrik Only One

64.2 45.5 18.1

Chowk

Chowk Tube well

212 Tej

Mohan Tej Mohan Only One

32.0 61.5 15.6

Nagar 6.5

Nagar 6.6 Tube well

B/side KGS

213 B/si

de KGS Palace

Palace( flow not


measured)

214 Niza

ttan Nizattan Only One

74.6 41.5 20.9

Nagar New

Nagar New Tube well

215 Gan

esh Ganesh Only One

71.5 39.0 20.3

Nagar

Nagar Tube well

216 Bud

ha Mat Budha Mat Only One

84.3 41.5 27.3

Ground old

Ground old Tube well

217 Bha

rgo Bhargo Only One

71.4 39.0 22.3

Camp

Camp Tube well

Vishvakarm

Vishvakarm

a Mandir

a Mandir

218 B/si

de Royal Bhargo Only One

75.3 39.0 25.9

Palace

Camp Tube well

219

Bhargo

Camp W-50

Bhargo Camp Bedi Nai wali gali Only One Tube well

64.4 41.5 16.8

220 Avta

r Nagar Gali No. 13 Kewal Kishan Only One

Tube well 37.7 44.5 22.2

Gali No. 10

221 Avta

r Nagar Near S.K Builder Only One

Tube well 71.8 38.0 19.1

Material


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0 No. Gali

222 Avta

r Nagar B/s TV

Avtar Nagar Only One Tube well 63.4 38.5 16.1

Centre

223 Avta

r Nagar Avtar Nagar Only One

67.2 41.5 22.4

Tube well

224 Kabi

r Mandir Bhargo Only One

73.0 38.5 22.1

Camp Tube well

225 Pish

oria Bhargo Only One

62.2 39.0 14.5

Mohalla

Camp Tube well

Adda

226

Bhargo

Camp Lal

Bhargo Camp Only One Tube well

83.1 40.0 25.2

Kabaria

227 Ra

meshwar Abadpura Only One

60.0 37.5 19.3

Colony

Tube well

228 New

Model New Model Only One

63.8 37.5 19.3

Town

Town Tube well

229 Gali

No. 5 Abadpura Only One

69.5 39.0 18.4

Abadpura

Tube well

230

Bhargo

Camp Govt. Boys

School

Bhargo Camp Only One Tube well

90.3 42.0 26.7

231

Valmiki

Mohalla Adadpur

a

Adadpura Only One Tube well

98.7 37.5 26.0

232 Ravi

Dass Buta Mandi Only One

57.4 38.0 16.5

Dham

Tube well

233 Link

Colony Abadpura Only One

60.4 45.4 27.6


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72 | P a g e

Tube well

234

Ravidass

Nagar Park

Opp. Randhawa Hospital

Only One Tube well

59.8 38.5 20.2

235

Bhargo

Camp Girls

School

Girl School Only One Tube well

80.7 38.5 22.0

236 Mat

a Gujri GTB Nagar Only One

80.9 41.5 27.1

Park Tube well

237 FCI

Colony GTB Nagar Only One

86.9 42.5 21.0

Tube well

238

GTB Nagar (GGS Nagar)

GTB Nagar Only One Tube well

60.9 41.0 14.9

239 Buta

Pind Buta Pind Only One

63.2 39.0 16.4

New Tube well

240 GTB

Nagar GTB Nagar Only One

57.3 41.5 22.5

Tube well

241 Part

ap Partap Only One

73.8 38.5 22.6

Nagar

Nagar Tube well

242 Gre

en Park Green Park Only One

74.2 39.0 22.7

Colony

Colony Tube well

243

Boota Mandi

Gas Godown

Boota Mandi Only One Tube well

91.4 37.5 27.6

244 Jallo

wal Jallowal Only One

61.5 39.5 20.4

Abadi

Abadi Tube well

245 Deol

Nagar Deol Nagar Only One

91.5 38.5 22.8

Tube well

246

New GTB

Nagar Vivek Vihar

Vivek Vihar Only One Tube well

46.9 38.5 19.0


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247

Shariffpura Mohalla

Budh Vihar

Buta Mandi Only One Tube well

67.3 39.5 18.4

248 Mal

aavi Nakodar Only One

72.0 40.5 22.7

Mandir

Road Tube well

249

Model

House K.P Park

Model House KP Park

Only One Tube well

63.3 37.5 19.3

250 Kot

Sadiq Kot Sadiq Only One

76.5 37.5 19.1

Tube well

251 Ishw

ar Ishwar Only One

79.2 37.5 25.0

Nagar

Nagar Tube well

Jaina

252 Jain

a Nagar Nagar Shamshan Only One

Tube well 83.1 39.0 23.6

Ghat

253 Tow

er Tower Only One

69.2 42.5 24.4

Enclave

Enclave Tube well

254 Kan

shi Kanshi Only One

65.4 37.5 17.4

Nagar

Nagar Tube well

255 Gre

en Green Only One

86.8 44.5 24.7

Avenue

Avenue Tube well

256

Phase III

Tower Enclave

Opp. TV Tower Only One Tube well

71.5 45.5 21.2

257 Virk

Enclave Wadala Only One

66.2 42.0 18.2

Road Tube well

258 Tila

k Nagar Tilak Nagar Only One

66.6 37.5 17.8

Tube well

259 Kart

ar Nagar Kartar Only One

61.6 37.5 21.9


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Nagar Tube well

260 New

Deol New Deol Only One

64.1 41.5 26.9

Nagar

Nagar Tube well

261 Das

hmesh Dashmesh Only One

23.4 41.5 31.5

Nagar

Nagar Tube well

262

New Kartar Nagar Market

New Kartar Nagar Only One Tube well

61.3 38.0 13.4

263 Udai

Nagar Udai Nagar Only One

71.9 39.0 21.9

Tube well

Khurla

Khurla

264

Khingra

Shamshan

Kingra Shamshan Only One Tube well

69.4 38.5 25.7

Ghat

Ghat

265 Bom

bay Bombay Only One

91.7 39.0 29.4

Colony

Nagar Tube well

266 Park

Avenue Park Only One

103.8 43.0 31.9

Avenue Tube well

267 Khu

rla Khurla Only One

70.1 41.3 28.3

Kingra old

Kingra old Tube well

268

Housing

Board Colony

Housing Board Colony Only One Tube well

110.9 38.5 38.5

Khurla

Near Flats Nakodar Road

269

Kingra near Peer

Phlahi

Only One Tube well

86.7 41.5 29.4

Wala

270 SAS

Nagar SAS Nagar Only One

78.2 40.5 22.6

Tube well


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271 Rail

Vihar Rail Vihar Only One

87.8 41.5 25.6

Tube well

272 Kas

ol Bagh Kasol Bagh Only One

93.1 40.6 31.5

Tube well

273 Nan

gal Nangal Only One

96.2 36.0 25.8

Shama

Shama Tube well

274 Maa

n Singh Maan Singh Only One

73.0 44.4 26.4

Nagar

Nagar Tube well

275 Moti

Bagh Moti Bagh Only One

76.7 49.9 27.6

Tube well

276 Punj

ab Punjab Only One

88.0 44.4 23.3

Avenue

Avenue Tube well

277 Cho

hal Chohal Only One

115.6 41.1 27.1

Kaleu

Kaleu Tube well

278 Kot

Roun KotRoun Only One

91.4 40.5 32.7

Dass

Dass Tube well

279 Datt

ar Nagar Dattar Only One

72.4 41.4 20.8

Nagar Tube well

280

Ekta Nagar Rama Mandi

Ekta Nagar Rama Mandi

Only One Tube well

121.0 37.1 25.8

281 Jogi

nder Joginder Only One

96.2 39.3 30.0

Nagar

Nagar Tube well

282 Lad

hewali-I Ladhewali-I Only One

92.5 38.2 21.5

Tube well

283 Prof

Colony Prof Colony Only One

65.5 41.6 23.6


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Tube well

284 Lad

hewali-II Ladhewali- Only One

70.1 38.5 22.5

II Tube well

285 Old

Beant Old Beant Only One

74.9 41.5 20.5

Nagar

Nagar Tube well

286 Bea

nt Nagar Beant Only One

63.1 43.1 24.8

Nagar Tube well

287 Dak

oha-I Dakoha-I Only One

68.9 40.2 16.3

Tube well

288 New

Dashmesh Nagar

New Dashmesh Nagar Only One Tube well 33.5 59.4 21.7

289 Villa

ge Village Only One

25.5 34.4 16.5

Dhilwan

Dhilwan Tube well

290 New

Defence Colony

New Defence Colony


291 Par

agpur-I Paragpur-I Only One

136.0 38.5 29.8

Tube well

292 Par

agpur-II Paragpur-II Only One

88.1 37.6 19.1

Tube well

293 Dha

mwali(Ol Dhamwali( Only One

85.9 41.0 21.3

d) Old) Tube well

294

Mehanga Singh Colony

Mehanga Singh Colony

Only One Tube well

92.3 41.5 24.3

295 Barr

ing Barring Only One

101.0 37.9 22.9

Tube well

296 Ravi

Dass In Park Only One

62.5 51.2 18.0

Colony

Tube well


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77 | P a g e

297 Old In Park Only One

108.7 39.0 24.9

Dashmesh

Tube well

Nagar

298 Gur

u Nanak Shamshan Only One

89.2 39.7 35.0

Pura East

Ghat Tube well

299 Avta

r Nagar Opp. BBMB Only One

93.0 39.6 32.3

Tube well

300 Kirti

Nagar In Park Only One

68.4 50.0 22.7

Tube well

301 Pre

et Nagar Gali No. 2 Only One

93.0 44.5 27.2

Tube well

302 Bas

hirpura OHSR Park Only One

88.8 56.0 28.9

Tube well

303 Sant

Nagar Near Welding

Shop Only One

Tube well 71.0 49.0 20.4

304

Guru Nanak

Pura West –

II

Near Ptk. R/Line Only One Tube well

110.3 42.6 26.3

305 Bha

rat Near Peer Only One

86.4 40.5 23.1

Nagar

Baba Tube well

306 Kam

al Vihar – I

In Shamshan Ghat


307 Rish

i Nagar In Sain Only One

54.4 42.6 23.9

Park Tube well

308 Cen

tral Town – I

Near Sachar Hospital


309

Central

Town – II

B/side Geeta Palace

Only One Tube well

87.0 44.0 21.8

310 Mad

an Flour In Park Only One

63.1 40.5 19.5

Mill Chowk

Tube well


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78 | P a g e

311 Arju

n Nagar In Park Only One

44.7 43.6 13.6

Tube well

312 Raji

nder In Park Only One

95.3 52.5 29.2

Nagar

Tube well

313 Ranj

it Nagar In Ranjit Only One

65.3 49.2 19.1

Park Tube well

Near

314 Har

gobind Pura

Luallpur Khalsa Only One Tube well 35.1 50.1 14.9

College

315

Master Tara Singh Nagar

– I

Opp. Kamal Palace Only One Tube well

58.1 47.2 18.4

316

Master Tara Singh Nagar

– II


77.0 51.4 25.1

317 Cen

tral Gali No. 2 Only One

67.6 39.5 24.2

Town – III

Tube well

318 Moh

an Vihar In Park Only One

68.3 42.7 29.1

Tube well

319 Ajit

Vihar Nangal

Shama Road Only One

Tube well 78.3 43.9 20.9

320 Disp

ensary In Only One

90.7 44.6 24.7

Dakoha

Dispensary Tube well

321 Sain

ik Vihar Sainik Vihar Only One

73.0 47.5 20.4

Tube well

322 Bun

ga Opp. Garh Only One

93.7 44.6 25.6

Colony

Raj Gate Tube well

323 Dha

nowali In Village Only One

80.2 46.2 23.1


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79 | P a g e

Tube well

324 Bud

a Ji In Park Only One

126.4 38.8 29.8

Enclave

Tube well

325 Pre

et Nagar Preet Only One

89.8 44.6 25.6

Nagar Tube well

326

Thakur

Singh Colony

Near Shiv Mandir Only One Tube well

85.7 38.6 21.4

327 Har

gobind ezw ub fojk Only One

82.0 44.0 25.1

Pura

j?. Tube well

328 Mah

ayal B/ Side Gali Only One

45.7 53.0 15.7

Nagar

No. 1 Tube well

329 Mas

ter Tara Neta Ji Only One

52.3 50.1 15.5

Singh Nagar

Park Tube well

330 T/w

ell Atwal Inside the Only One

88.2 45.5 23.8

Colony

OHSR Park Tube well

331

T/well

Defence Colony (Old)

Inside the Park Only One Tube well

97.8 49.0 30.3

332

T/well

Defence Colony

B/side Gururdawar a Defence Col.

Only One Tube well

66.6 50.1 18.7

Near

333

T/well Garha Village No.1

Gururdawar a Baba Jiwan

Only One Tube well

190.7 41.0 44.6

Singh Ji

Near

334

T/well Garha Village No.2

Gururdawar a Baba Jiwan

Only One Tube well

143.0 41.1 34.8

Singh Ji

335 T/w

ell Inside Govt. Only One

90.1 44.0 24.7


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80 | P a g e

Golden

Middle Tube well

Avenue Ph.

School

1

T/well

336

Golden

Avenue Ph.


83.0 50.3 25.6

2

337 T/w

ell Gurjit Inside the Only One

84.1 49.0 24.3

Nagar

Park Tube well

338

T/well Urban

Estate Ph. 1

Near Petrol Pump U.E Phase 1 Only One Tube well

121.7 47.5 36.8

339

T/well Urban

Estate Ph. 1

OHSR 1

Inside the OHSR Park Only One Tube well

75.3 62.0 29.9

340

T/well Urban

Estate Ph. 1

OHSR

Inside the OHSR Park Only One Tube well

79.7 63.0 34.8

341

T/well No. 3 Urban Estate Ph. 1

Adjoining Railway Line

Only One Tube well

34.0 63.2 15.2

Adjoining Only One Tube well

T/well No. 5

Railway

342 Urb

an Line

37.3 63.0 16.1

Estate Ph. 1

Housing

Board

343 T/w

ell old Near MCJ Only One

92.7 44.5 24.9

Baradari

Lab. Tube well

344 T/w

ell Lajpat Inside the Only One

86.7 43.0 21.9

Nagar-1

Rose Park Tube well

345

T/well New Jawahar Nagar

Near OHSR Park Only One Tube well

64.4 41.2 27.0


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81 | P a g e

346

T/well New

Opp. Only One

87.7 43.2 31.4

Jawahar

Chinmastik Tube well

Nagar

a Mandir

347

T/well New Jawahar Nagar

Opp. Dera Sat Kartar inside park

Only One Tube well

65.4 43.2 16.0

348 T/w

ell Lajpat Nagar

B/side Reliance Trends Only One Tube well 55.7 58.0 21.2

349 T/w

ell Mota Inside Only One

92.8 49.0 27.5

Singh Nag.

Green Park Tube well

350

T/well Mota Singh Nag.

Opp. Shiv Mandir inside park

Only One Tube well

104.6 45.2 32.9

351 T/w

ell No. 2 Inside zonal Only One

88.3 51.0 28.1

Model Town

office no. 6 Tube well

352 T/w

ell No. 3 Inside Only One

92.0 41.5 21.7

Model Town

OHSR Park Tube well

353 T/w

ell No. 5 Adjoining Only One

80.2 44.3 22.2

Model Town

Nikku Park Tube well

354 T/w

ell Johal Market

Opp. Kahlon Hospital


355 T/

well Sat Inside Park Only One

89.0 47.0 23.8

Kartar Nag.

Tube well

356 T/w

ell Jyoti Inside the Only One

91.1 46.0 26.4

Nagar

Park Tube well

357

T/well Rishi Nagar Basant Vihar

Near PPR Mall Only One Tube well

52.4 55.2 17.6

358 T/w

ell Guru Inside the Only One

86.3 40.5 24.0

Nagar

Park Tube well

359 T/w

ell Inside the Only One

102.3 40.3 24.2


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82 | P a g e

Punjabi

Park Tube well

Bhag

360


Inside the OHSR Park No.1

Only One Tube well

51.7 63.0 28.1

361


Inside the OHSR Park No. 2 Only One Tube well

30.7 62.5 16.6

362


D Block 4 Marla U.E Phase 2 Only One Tube well

74.4 43.0 21.0

363


Near Puda Complex U.E Phase 2

Only One Tube well

36.1 49.0 12.0

364

T/well

Ravinder Nagar


82.7 40.3 28.7

365

T/well

Cheema Nagar


40.1 39.0 24.5

T/well

Near Prince Palace Mithapur Road.

Only One Tube well

Makhan

366 Sha

h

94.4 39.0 28.7

Lubana

Nagar

367

T/well Green

Model Town

Near MCJ Officer Residence

Only One Tube well

66.7 73.0 34.0

368 T/w

ell Kewal 120 ft. Only One

75.5 52.0 23.1

Vihar

Road Tube well

369 T/w

ell Bhai Inside the Only One

115.7 41.2 26.3

Banno Ji

Grurdawara Tube well

Nagar

Boundary

370 T/w

ell Mithapur

Near Guggamari Mandir


371

T/well Bank Enclave

Ph.1

Inside Colony Park

Only One Tube well

97.3 41.0 29.3


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372

T/well

Garden Colony


66.1 39.0 18.3

T/well


Jamsher

373 Diar

y

53.0 39.0 17.1

Complex

no.1

T/well

Only One Tube well

Jamsher

Opp. Chara

374 Dair

y Mandi Dairy

88.4 41.0 30.8

Complex

Complex

no.2

375

T/well Mota Singh Nag.

Near Vasundhar a hospital Only One Tube well

87.1 47.0 24.9

376 T/w

ell Garha Near Peer Only One

67.4 40.0 19.8

Village

Baba Tube well

377 Kan

pur Pathankot Only One

24.2 51.0 8.2

Abadi

Road Tube well

378 Kan

pur Abadi

Pathankot Road near Grurdawara


379 Punj

abi Pathankot Only One

85.4 43.9 24.7

Bagh (Park)

Road Tube well

380

Hargobind

B/ Side Only

One

46.9 43.0 15.2

Nag

ar Sant Brass Tube well

Near

Grurdawara

381

Baba Deep Singh Nagar.

B/ Side Grurdawara Only One Tube well

52.9 39.0 15.1

382

Hargobind Nagar, Dhogri

Shamshan Ghat Only One Tube well

65.1 39.0 16.0


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84 | P a g e

Road

383

Industry

Estate Old Lal Tanki

Lal Tanki Only One Tube well

71.0 42.0 19.4

384 Indu

stry Park Only One

96.3 47.0 28.8

Esta

te Tube well

385 Sun

der Near Only One

84.1 39.0 18.1

Nag

ar Grurdawara Tube well

Opp.

386 Gul

marg Colony

Badhan Gas Guadam


Gali

387

Santokhpura Pathiya

wala chowk

Durga Vihar Only One Tube well

65.2 41.0 16.1

388

Santokhpura Primary School

Near Primary School Only One Tube well

72.7 41.0 19.5

389

Guru Ram Dass Nagar Nimi

Abadi

Santokhpur a Only One Tube well

71.3 41.0 18.6

390 Tan

da Road Near KMV Angoora wali Bela Only One

Tube well 76.5 42.1 18.8

391 Doa

ba Doaba Only One

83.8 50.0 25.6

Chowk

School Tube well

392 Lax

mipura Park Only One

93.5 43.0 24.2

Old Tube well

393

Laxmipura

Shamshan Ghat

Shamshan Ghat Hoshiarpur Road

Only One Tube well

74.0 41.0 18.1

394

Santokhpura Hoshiarpur Road

Lamba Pind Gate Nr. Raj Studio Only One Tube well

92.4 41.0 22.4

395

Santokhpura Nimbu

wali Gali

Nimbu wali Gali Only One Tube well

65.5 41.0 15.1

396 Sant

okhpura Tanki Only One

81.7 41.0 21.2

Tanki Old

Tube well


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85 | P a g e

397 Kish

an Pura Near

Mahajan Park Only One

Tube well 58.5 39.0 13.1

398 Prith

vi Park Only One

70.0 41.0 22.3

Nagar

Tube well

399

Kishan Pura Tanga Chowk

Tanga Chowk Only One Tube well

74.8 45.0 21.2

400

Akash

Colony Hoshiarpur Road

Near Gurdeep Electrical Only One Tube well

68.7 39.0 15.8

401 Lam

ba Pind Bawa Ji Only One

67.5 40.0 16.1

Mandir Tube well

402 Lam

ba Pind Near Primary

School Only One

Tube well 42.7 40.0 13.6

403 Lam

ba Pind B/Side Akal Only One

130.3 40.5 31.6

Metal Tube well

404 Bald

ev Nagar Kishan

Pura Disposal Only One

Tube well 52.3 39.0 15.4

405 Suc

hi Pind Near Piara Only One

63.5 39.0 16.2

Pardhan Tube well

406 Lam

ba Pind Near Saloni Mata

Mandir Only One

Tube well 91.0 42.0 22.5

407

Kot Kishan Chand Jhande

wala

Jhande Wala Only One Tube well

62.8 51.0 19.1


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4.2 Water Storage Details

Details of existing OHSRs are given in Table 4-4 below.

Table 4-3: Existing OHSRS for Jalandhar Water Supply Scheme

Sr. no

Location of

Serving OHSR

Year of commissio

ning

Capacity of

OHSR in

Litrs

Status Inlet

Pipe

-

mm

Outlet

Pipe-

mm

1 DADA Colony 1978 1362000 Not Working 400 450

2 Gazi Gula 1990 1362000 Abandoned 400 450

3 Model Town 1980 908000 Abandoned 300 300

4 Guru Teg Bahadur Nagar

1978 908000 Not Working 300 300

5 New Jawahar

Nagar

1981 908000 Abandoned 300 300

6 Arjun Nagar (Old

Jawahar Nagar)

- 908000 Working 300 300

7 Partap Bagh 1975 908000 Not Working

300 300

8 Basti Guzan 1975 454000 Working 300 300

9 Basti Bawa Khel 1985 908000 Not Working 300 300

10 Burlton park 2002 908000 Working 300 300

11 Basti Danishmanda

1996 908000 Not Working

300 300

12 Vijay Nagar 1990 454000 Abandoned 300 300

13 Santokh Pura 2002 908000 Not Working 300 300

14 Defence Colony 2015 227000 Abandoned 300 300

15 Company Bagh 2015 136200 Working 250 250

16 Adarsh Nagar 2015 136200 Not Working 300 300

17 Model Town 2015 136200 Adandoned 250 250

18 Bashir Pura 2002 454000 Working 250 250


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19 Harbhans Nagar 2002 681000 Not Working 150 150

20 Bhargo camp 1978 908000 Working 150 150

21 Sarswati Vihar 454000 Working

22 Kabir Vihar 682000 Newly

Constructed

23 Dussehra Ground

Ujala Nagar

Newly

Constructed

24 J.P Nagar 682000 Abandoned

25 Industrial Estate-I 908000 Not Working

26 Industrial Estate-II 908000 Not Working

27 Armaan Nagar

Dhilwan

Newly

Constructed

4.3 Water Supply Service Levels

The water supply service levels for Jalandhar are given in Table below-

Table 4-4: Water Supply Service Levels for Jalandhar

Sr. No.

Indicator Benchmark Existing Status

Target after

this project

1 Coverage of water supply

connections 100 % 98 100

2 Per capita supply of water 135 lpcd 200 150

3 Extent of metering of water

connections 100 % 13 100

4 Extent of non-revenue of water 20 % 45 20

5 Continuity of water supply 24 Hours 10 24

6 Efficiency in redressal of customer

complaints 80 % 80 80

7 Quality of water supplied 100 % 100 100

8 Cost recovery in water supply

Services 100 % 60 90

9 Efficiency in collection of water

supply related charges 90 % 60 90

4.4 Existing Distribution Network

The length of distribution network is 1026 km approximately having diameter varying from

80mm to 400 mm. The material of pipe is AC, CI, PVC or DI. Abut more than 70 % of the pipe

is Asbestos Concrete pipe while other are either CI or DI. In addition to 133.3 km pipe

network, 48.97 km pipeline is under executon under the flagship scheme of goverrnemnt of


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88 | P a g e

India- Atal Mission for Rejuvenation and Urban Transformation (AMRUT).

4.5 Existing Wastewater Disposal Arrangements

There are Six existing Sewage Treatment Plants at Jalandhar having capacity 100 MLD,

25MLD, 25MLD, 25MLD, 50MLD and 10 MLD. The 100MLD STP is based on ASP

technology.All five STPs 25MLD, 25MLD, 25MLD, 50MLD and 10 MLD were constructed on

latest technology i.e Sequencing Batch Reactor (SBR) and which were commissioned in the

year 2016. STP of 100 MLD, 25MLD, 25MLD capacity are located at Pholriwal, 50MLD is at

Basti Pir Dad, 25 MLD STP is at Jaitewali and 10 MLD STP is located at Bambianwal,

Jalandhar.

In addition to these STPs, one STP of 50 MLD capacity at Pholriwal is propsed under

AMRUT-sewerage project in Jalandhar. After completion of this STP, the total available

capacity of STPs i.e 285 MLD (100+25+25+25+50+10+50) would be capable of treating the

wastewater of population for the year 2051.

4.6 Analysis of Issues in Existing Water Supply

While MCP is able to supply its population with water, there are two major issues that, if not

addressed, will cause major problems in the near future.

i) The first issue the steady decline of the groundwater table and the depletion of the aquifer from which

the city draws its water. The depletion of the groundwater source is a state-wide phenomenon due to

its intensive use for irrigation. The situation is aggravated in and around Jalandhar City where the

water table drops at a rate of over 1 meter per year and currently is more than 35 meters below the

surface.

ii) The second issue is the poor performance of the water supply services. The high rate of ‗unaccounted

for water‘ is exemplary. Also, the financial performance is very poor; only a third of the city‘s

expenditures on water and sewerage are recovered from the sale of water.

iii) The other important issues are as under-

a) Unsatisfied water distribution system: However most of the residents of the city are having

access to the piped water supply but they are disappointed when either there is no certainty of

water at the time of requirement. The consumer who is near to the source of water i.e. tube well

can get plenty of water at very good pressure but the consumer are the far end is unable to enjoy

this facility

b) Suction Pumps installed direct on distribution line

The timing of water supply in the town is intermittent due to which to meet their hour to hour

requirement people use to fill the over roof tanks. For this purpose they generally use suction

pumps which are directly installed over the distribution lines. Those who are near to tube well get

water in plenty and the people at far end cannot get the water at low pressure even.

c) Unmetered Supply:- There is no bar on the quantity to draw the water from the pipe line as the

tariff rates are lump sum. This is also the cause of wastage of water and its faulty distribution

management.

d) Excessive Generation of water but less supply to consumer:- Due to lump sum tariff rates

and unmetered water supply the distribution becomes unfair which always compel the people to

raise demand for water by installing new tube well in their locality, which ultimately results

excessive generation of water but less supply and less satisfaction to the public.

e) Unequal water pressure:- In the presence of no bar on the quantity of water withdrawal from the

pipe line, installation of suction pumps directly on the distribution line, lump sum tariff rate and


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89 | P a g e

unmetered water supply, it is not possible to provide required pressure to all the consumers

f) Excessive NRW and O&M cost:- As explained above the water generation is far above the

genuine requirement of the water for the town. This has led to excessive wastage of water

resulting to more Operation and Maintenance cost

g) Contamination of water:- Experience has shown that in most of the case the cause of

contamination is the house connection. Generally the pipe used for house connection get rusted

and leaked. As and when the suction pump installed is operated on non supply times it sucks the

foreign liquid in to it. It can cause to happen similar to the distribution line also.

h) Delay in Complaints redress. :- Since try to satisfy the public in such unplanned and haphazard

system is always carried on but in such circumstances the redress of complaint is some time not

done satisfactorily or it is done temporarily.

i) Tariff free house connections.:- As per existing tariff rate policy adopted by PMC the

households having plot area less than 125 sq yards have not to pay any tariff for drinking water.

On the other side also there is no bar on the quantity to be used by them. This has encouraged

people to divide their bigger house in to smaller pars of less than 125 sq yards to get free water

and more number of house connections also.

j) Unauthorized Consumers: - There are number of unauthorized consumers in the town who

have get their water supply connection without the permission/ knowledge of the Municipal

Authorities

k) Unwillingness of the people to pay the bills:- The present system of water supply has cause

un satisfaction among the people regarding quality of water, pressure of supply, timings of supply,

complaint redressal etc. which has created unwillingness among them for not to pay the bills.

l) Continuous failure of the Tube wells:- The continuous and over draft from the tube well has

caused speedy depletion of the ground water table. This has further become the cause of failure

of the even recently bored new tube wells.

m) Excessive Financial load on the public :- Due to intermittent and uncertain water

supply hours every house hold use to have his own water storage to meet with the odd

hours demand for which he has to incur expenditure on PVC or Masonry over roof tanks

and on pumping system to fill these tanks. The house hold also prefer to purchase and

put purifiers of their own to insure the portability of the water and when they are out of

their house they prefer to purchase the bottled water thinking it more safe for them.

Immediate need for implementations of the project has been established. The proposed

project is aimed to shift present source of water supply i.e tubewell based to surface

based water supply system and providing adequate quantity of water with quality as per

norms stipulated by MOUD, and other related agencies for all habitation in project area

on a 24 x 7 basis


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90 | P a g e

5 DESIGN DETAILS

5.1 Design Philosophy

The existing network was entirely designed based on under ground water supply system i.e.

As this project aims at shifting of source of water water i.e. underground water to surface

water, a new Water treatment plant has been proposed to the site near the raw water source

and the distrubition network has been redesigned considering available assets (distribution

network and OHSRs).

The table 6-1 below provides the total water demand against available supply and any

surplus or deficit over the design period. It also briefly indicates the approach to meet the

deficit in the intermediate and ultimate design years.

Table 6-1: Water demand versus available supply

Design

Phase Year

Populat

ion

Water

Demand (MLD)

[Domestic]

Bulk

Water Demand

(MLD)

Total

Water Demand

(MLD)

Availa

ble Water

from source (MLD)

Surplus /Deficit

(MLD)

Remarks

Base

Year

2021

1050000

165

12

197 275

+88.00 Surplus

water

available

Interme diate Year 2036

1387000

218

16

238

275

+37.0

Surplus water

available

Ultimate

Year 2051

1838000

289

22

365

1223

+858

Surplus

water

available

For surface based water supply scheme, new Water Treatment Plant of 275 MLD is proposed

to be constructed keeping in the view the present available 275 MLD raw water. For meeting

the demand of the year 2052 i.e 365 MLD, WTP of remaining capacity will be constructed in

Phase-II after having the approval of raw water from the concerned department.

For meeting the ultimate year demand another WTP will have to be constructed in 2036 using

raw water from Bist Doab Canal to the present site.


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91 | P a g e

The transmission and distribution system augmentation and reorganization has been done

taking into consideration, the Project Area (Municipal limits) as well as existing distribution

assets.The detail testing report of OHSR‘s by Municipal Corporation Jalandhar is as under:-

MUNICIPAL CORPORATION JALANDHAR

Subject: - Summarized report of OHSR’s

SrNo. Name of OHSR Strength Test

Result

Remarks

1 Vijay Nagar Passed Loose concrete needed to be

repaired

2 JP Nagar Passed Loose concrete needed to be

repaired and vegetation from

top to be cleared.

3 Saraswati vihar Passed Leakages in pipes need

immediate repair

4 Burlton Park Passed Stair Column needs repair

5 Model Town Passed Stair Columns and Top Dome

needs repair, Parapet wall

needs to be reconstructed after

demolition.

6 Urban Estate Phase-2 Passed but need

extensive

retrofitting

Need much repair specially

Columns, Braces, tank wall,

staircase etc

7 Urban Estate Phase-1 Passed Condition of braces is very

poor need immediate repair

8 Garha

(Near Gurdwara sahib)

Passed Leakages in pipes to be

repaired and parapet wall

should be taken care

immediately

9 Garha (Zone-9) Passed Minor repairs needed

10 Defence Colony Passed All the braces needs repair

immediately

11 New Jawahar Nagar Poor Strength –

Need full

repair/retrofitting

of supporting

structure

Before repair the tank should

not be used in any case

12 Old Jawahar Nagar Passed Complete staircase to be

redone, monkey ladder needed

to be replaced


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13 Bashirpura Passed Staircase and central column

need immediate repair

14 Gazi Gulla (Sat Nagar) Passed Repair work needed

15 Basti Danish Manda Failed It is not optioned to be used

16 Partap Bagh Failed To be dismantled

17 Dada Colony Failed Dismantled

18 Basti gujan Passed Needs immediate repair

19 Basti bawa khel Failed To be dismantled

20 Bhargo camp Not Tested Working O.K. but need some

repairs

21 G.T.B. Nagar Failed To be dismantled

22 Santokhpura Failed To be dismantled

23 Industrial Estate-1 Failed To be dismantled

24 Industrial Estate-2 Failed To be dismantled

25 Armaan Nagar, Dhilwan New Newly Constructed by PWSSB

26 Kabir Vihar New Newly Constructed by PWSSB

27 Dussehra Ground near

Ujala Nagar

New Newly Constructed by PWSSB


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6.Design of Water Treatment Plant

6.1.1 Design Consideration for WTP

6.1.1.1 Raw Water Quality

The raw water will be taken from Bist Doab Canal through the outlet available at Adampur at

Jalandhar .The raw quality data available of Bist Doab Canal near the intake structure at

Ropar is presented in table below:-

Table 6-2: Analysis of Raw Water Quality Data

Sr.

No.

Parameter Result

Physical

1. Colour Less than 5

Hazen units

2. Odour Agreeable

3. Taste Agreeable

4. Turbidity Less than 1 NTU

5. pH value 7.36

6. Dissolved solids -

Chemical test

7. Total hardness as CaCo3 -

8. Iron as Fe N D

9. COD 4.0 mg/L

10. BOD 1.4 mg/ L

11 T.Coli 370MPN/100ml

12 F.Coli 180 MPN/100ml

13 Ammonical Nitrogen 1.6

The quality of raw water is very good and even all the above values are within the limits

prescribed in the IS 10500:2012 i.e the Indian Standard code for Drinking Water Standards. A copy of the results of is at Annexure.


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6.1.1.2 Treated Water Quality Requirement It is expected to have the treated water quality to meet the standards set by Govt. of India i.e as per IS 10500. The filtered water quality shall comply with the levels presented in ‗Acceptable‘ column of these standards. The comparison of CPHEEO, IS10500 and WHO drinking water quality standards are given in table 6-4 below:-

Table 6-3: Drinking Water Quality Standards as per CPHEEO and Other Standards

Sr. No.

Characteristics

Units

Acceptable Standards

Cause for

Rejection

CPHEEO IS10500 WHO IS10500

1. Turbidity (NTU) 1 5 5 5

2. Colour Pt/Co

scale 5 5 15 5

3. Taste and odour Unobjecti

onable

Unobjecti onable

Unobjecti onable

Unobjecti onable

4. pH 7.0 TO

8.5

6.5 TO 8.5

6.5 TO 8.5

5. Total dissolved Solids

mg/l 500 500

500

6. Total hardness (CaCo3)

mg/l 200 300

300

7. Chlorides(CL) mg/l 200 250 250 250

8. Sulphates(SO4) mg/l 200 200 200

9. Fluorides(F) mg/l 1 1 1.5 1

10. Nitrates(NO3) mg/l 45 45 50 45

11. Calcium(Ca) mg/l 75 75 75

12. Magnesium(Mg) mg/l ≤30 ≤30 ≤30

If there are 250mg/l of sulphates, Mg content can be increased to a maximum of 125mg/l with the reduction of sulphate at the rate of 1unit per every 2.5units of sulphate

13. Iron(Fe) mg/l 0.1 0.3 0.3 0.3

14. Manganese mg/l 0.05 0.1 0.1 to 0.04

0.1

15. Copper(Cu) mg/l 0.05 0.05 1.0 to 2.0 0.05

16. Aluminium(Al) mg/l 0.03 0.03 0.03

17. Alkalinity mg/l 200 200 200

18. Residual Chlorine

mg/l 0.2 0.2

0.2

19. Zinc(Zn) mg/l 5 5 3 5

20. Compounds (phenol)

mg/l 0.001 0.001

0.001


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Sr. No.

Characteristics

Units

Acceptable Standards

Cause for

Rejection

CPHEEO IS10500 WHO IS10500

21.

Anionic detergents

(MBAS)

mg/l

0.2

0.2

0.2

22. Mineral Oil mg/l 0.01 0.01 0.01

TOXIC MATERIALS

23. Arsenic(As) mg/l 0.01 0.05 0.01 0.05

24. Cadmium(Cd) mg/l 0.01 0.01 0.01

25. Chromium (hexavalent Cr)

mg/l 0.05 0.05 0.05 0.05

26. Cyanides(CN) mg/l 0.05 0.05 0.07 0.05

27. Lead(Pb) mg/l 0.05 0.05 0.01 0.05

28. Selenium(Se) mg/l 0.01 0.01 0.01

29. Mercury(Hg) mg/l 0.001 0.001 0.001 0.001

30.

Polynuclear aromatic

hydrocarbons(P AH)

Ug/L

0.2

31.

Pesticides

mg/l

Absent

Absent

0.001

Absent

RADIO ACTIVITY

32. Gross Alpha activity

Bq/l 0.1

33. Gross Alpha activity(Bq/I)

Bq/I 1

(Source: CPHEEO Manual on Water Supply & Treatment, IS 10500 and WHO)

6.1.1.3 Design Flows & Capacity

Water Treatment Plant of 275 MLD Capacity is to be constructed at Jagrawan, Adampur. The

normal works flow (NWF) through the Treatment Plant will be 275 MLD and the maximum

works flow (MWF) will be 365 MLD. The higher figure shall be used as the maximum design

flow for achieving the required water quantity standards during both monsoon and non-

monsoon seasons. The output to supply will be the NWF or MFW less water discharge

during the de-sludging, and other minor losses.

Normal works flow (NWF) =275 MLD

Maximum works flow (MFW) = 365 MLD


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The loss of water in terms of sludge and backwash water will not exceed 3 per cent of the raw

water to be treated. The plant shall be capable of catering to occasional hydraulic overload of

10%. The design of the water treatment plant will be based on 24 hrs working/day.

Flow will be measured at inlet at Parshall flow and on rising main of treated water pumps at

the outlet.

6.1.1.4 Treatment Process-Overview

The unit processes are identified based on the following,

1) Based on review of functioning of the existing treatment plant and raw water data that is

available along with required performance parameters.

2) Land Availability & space.

3) Ease in operation & maintenance

Process design criteria are specified for the treatment units in terms of the minimum number

of process units, acceptable process and hydraulic loading, chemical dosing rates, power

consumption, etc.

Process treatment is adopted depending on the quantity of water, nature of raw water

constituents, desired standards for raw water quality, suitability of a particular alternative for

design and implementation, land availability, operation and maintenance issues, availability of

spares, material and cost etc.

The important unit processes in the water treatment plant considered are as below:

Coagulation

Flocculation

Sedimentation

Filtration

Disinfection

6.1.1.5 Proposed Treatment Units

The treatment works will comprises of following units

Process Units

1. Inlet Chamber

2. Cascade Aeration, if proposed by the bidder

3. Parshall Flume

4. Alum dosing

5. Flash Mixer to Distribution Chamber

6. Clariflocculator

7. Filtration

8. Disinfection using chlorination


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Sludge Handling System

9. Dirty backwash Sump

10. Sludge Detention Tank

11. Sludge Thickener

12. Thickened sludge storage sump

13. Centrifuge

6.2 Site Layout

A indicative layout plan showing all the proposed WTP components is shown in Drawing

No.PWSSB/WTP/LAY-1. The layout area of the proposed WTP is 50 Acre.

The orientation of the various WTP components are proposed so as to minimise the cost,

enhance functional aspects of each component to have a better performance and efficiency of

the plant. The arrangements of each component of WTP in the layout plan are only indicative

figure.

6.2.2.1 Clear Water Pumping Station

The clear water from the chlorine contact tank will pumped to rising main/UGR. The pumping

station of 30m X 15m size is provided near to chlorine contact tank. The pumps are design to

handle the peak flows. In accordance with design criteria the velocities in the rising mains

should kept to a minimum of 0.75m/s and a maximum of 1.8m/s. Thrust blocks for the rising

mains have been provided where there is a change in direction greater than 10 degrees. Air

valves are provided at the head of every rising main and high points.

6.2.2.2 Admin and Control building

Admin and control building with size 25m X 12m is proposed. In Admin and control building

the ground floor having admin office and on first floor laboratory cum office is proposed. A

room is proposed adjacent to the laboratory for storing laboratory chemicals.

6.2.2.3 Backwash Balancing Tank

The filter backwash produced shall be taken to Backwash Balancing tank. The overflow collected

through weirs on end of the channel shall be conveyed to distribution chamber by submersible

pumps. The sludge settled at the bottom of the tank shall be taken to sludge thickener. The tank

will be of a rectangular shaped reinforced concrete construction. The tank shall be in two

compartments for ease of maintenance.

6.2.2.4 Sludge Collection Sump & Pump

The volume of clariflocculator sludge produced per day shall be of 0.3% consistency. Sludge

from clariflocculator will be collected in sludge tank. The sludge then shall be pumped by

pumps to sludge thickeners. The sludge detention tank will be of a square shape constructed


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in R.C.C.

6.2.2.5 Sludge Thickener

The sludge from sludge detention tank shall be pumped to gravity thickener. Thickening is

provided to reduce the volume of sludge.

A gravity thickener will be designed on the basis of hydraulic surface loading and solids

loading. The use of chemical additives (lime or polyelectrolyte) also allows higher loading

rates. The design principles are to be the same as those for sedimentation tanks. The

thickener will have the full diameter fixed bridge complete with walkway for access of

personnel to the centre, access stairs to ground level and hand railing, a motor driven sludge

scraper complete with all necessary controls, delivery pipe work, a stilling well and overflow

steel weir plates.

The scraping gear shall be supported from the tank base and from a fixed bridge carrying the

central electric drive for the rotating gear. The equipment including driving motor, gears,

shifting and scrapers shall be designed for continuous operation and sized for the most

arduous operating conditions. The scraper shall be fitted with rotation monitors and overload

protection to alarm in the event of a failure. The sludge thickener will be of a circular shape

constructed in R.C.C.

6.2.2.6 Centrifuge

Concurrent Solid bowl centrifuge can be used to dewater the sludge from thickener. In this

unit, liquid sludge will be introduced at the far end of the bowl from the dewatering beach,

where sludge solids and liquid flow in the same direction. The centrate/filterate will be

withdrawn by a skimming device or return tube located near the junction of the bowl and the

beach. Clarified centrate then flows into channels inside the scroll hub and returns to the

feed end of the machine where it is discharged over adjustable weir plates through discharge

ports built into the bowl head.

Method of installing a solid bowl centrifuge are to put the centrifuge on the second floor of a

two- story building and drop the dewatered cake into either trucks or a storage hopper on the

first level.

6.2.3 Sludge Disposal from WTP

The sludge cake will be disposed at the any available landfill site in and around Jalandhar.


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Figure 6-2: Proposed WTP Site in Jalandhar (Source: Jalandhar Master Plan )

6.3 Design of Water Supply Network System

6.3.1 Zoning for Water Supply

Water supply at Jalandhar was designed long back in different zones. In this project, rezoning

has been done utilizing the existing assets (i.e. service reservoir & pipeline) to the possible

full extent. Following were considerations were made while zoning:

a. Land availability, as Jalandhar is an urban town, open land is not easily available. Therefore, the

Munucipal land provided by the PMC was the major consideration.

b. Capacity and staging of the existing OHSRs.

c. Existing command area of OHSRs.

d. Physical barriers (Railway Line, NH, SH, Rivers etc.)

Proposed WTP site


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Each zone will be served by through OHSR (Existing/Proposed). Proposed UGSR will feed

the existing/proposed OHSR so as to ensure Bulk water supply to the consumers. Rezoning

of existing OHSR is done to ensure Pressure and Demand at terminal points are as per

Guidelines.

6.3.2 Zone Wise Population and Demand Calculation

The city has been divided into total of 36 Zones. Details of zone wise ward coverage are given

in table 6-7 below. The UGSR‘s are proposed where the OHSR is not in working condition.

Table 6-4: Zone Wise Ward Coverage & Water Demand

Zone

Nos.

Zone

Name

Existing OHSR+

Proposed

Total

Population

2051

Total

Dema

nd in

MLD

Status of OHSR

for year 2051

OHSR

capacity

for year

2052 in

m3

1 1A Partap Bagh Chowk 24753 4.99

New at same site

after dismantling

old.

909 (old)

& 1140

2 1B

19982 4.03 New 1140

3 2

8096 1.635 New 450

4 A 3 Gazi Gula 40292 8.13

Old Need

Renovation and 1

No. New

909 (old)

& 1140

4 B 4

31382 6.33 2 No. New OHSR 910 & 680

5 5 Santokhpura 70397 14.21 3 No. New OHSR 1140 &

2050

6 6 Industrial Estate 1 & 2 61969 12.51 2 No. New OHSR 1140 &

1820

7 7

63472 12.81 3 No. New OHSR 1140 &

2050

8 7A Basipur 53477 10.80

Old Need

Renovation & 2

No. New OHSR

273 (old)

,1140 &

1140

9 8 Old jawahar Nagar 20644 4.17

Old Need

Renovation and

New OHSR

273 (old)

& 680

10 9 New Jawahar Nagar 18849 3.80 Old Need

Renovation

909

11 10 Model Town 33538 6.77

Old Need

Renovation and

New OHSR

909 (old)

& 910

12 11 Defence Colony 23727 4.79 Old Need 227 (old)


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Zone

Nos.

Zone

Name

Existing OHSR+

Proposed

Total

Population

2051

Total

Dema

nd in

MLD

Status of OHSR

for year 2051

OHSR

capacity

for year

2052 in

m3

Renovation and

New OHSR

& 910

13 11A Garha 14200 2.86 OHSR working 909

14 12 Urban Estate Phase-I 9940 2.00 OHSR Working 455

15 12A Garha (zone-9) 11938 2.41

Old OHSR need

Renovation and

New OHSR

455 (old)

& 230

16 12B Urban Estate Phae-II 4478 .904 OHSR Working 455

17 13 Mithapur 44545 8.99 2 No. new OHSR 1140 &

1140

18 14A Vijay Nagar 18846 3.80

Old OHSR need

Renovation and

New OHSR

455 (old)

& 680

19 14B Basti Gujan 32372 6.53

Old Need

Renovation and

New OHSR

455 (old)

& 1140

20 15A JP Nagar 30932 6.24

Old Need

Renovation and

NEW OHSR

682 (old)

& 910

21 16 Basti Danishmanda 50281 10.15

Old Need

Renovation and 2

No.New OHSR

909 (old)

,910 &

680

22 16A Bhargo Camp 24635 4.97

Old OHSR

working and New

OHSR

909 (old)

& 450

23 17A Basti Bawa Khel 27704 5.59

Old to be

dismantled and 2

2 No. new OHSR

455 (old)

,910 &

450

24 17B Kabir Vihar 27704 5.59 OHSR working

and NEW OHSR

682 (old)

& 680

25 18A Burlton Park 8111 1.63 Old need

Renovation

909 (old)

26 18B Sarswati Vihar 8111 1.63 OHSR Working 455

27 19 Dada Colony 19961 4.03

Old need

Dismantled and

New OHSR

455 (old)

& 1140

28 20A Salempur 102284 20.65 4 New OHSR 1140 &

3420

29 20B Transport Nagar 71913 14.52 3 New OHSR 1140 &


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Zone

Nos.

Zone

Name

Existing OHSR+

Proposed

Total

Population

2051

Total

Dema

nd in

MLD

Status of OHSR

for year 2051

OHSR

capacity

for year

2052 in

m3

2280

30 21A GTB Nagar 30009 6.06

Old Need

dismantled and 2

No. new OHSR

909 (old),

910 & 680

31 21B 30009 6.06 2 No. New OHSR 910 & 680

32 22 New Geeta Colony 27714 5.59 2 No. New OHSR 680 & 680

33 23 Basti Danishmanda 62717 12.66

Old need

Renovation and 2

No. New OHSR

909 (old)

,1140 &

1140

34 24 83926 16.95 4 no. New OHSR 1140 &

3190

35 25 Amaan Nagar

Dhilwan 181618 36.68

New OHSRs at

Suitable sites

8300

36 26 118245 23.88 New OHSR at

Suitable sites

5970

6.3.3 Raw Water Rising Main

The raw water is available from three sources as explained below-

a) Near Village Jagrawan on Adampur road around 75 cusecs water is already sanctioned to

Jalandhar from Bist Doab Canal.

Sr.

No.

Source of Water

Available

Raw Water

requirement

Raw water available

1. Jalandhar Bist Doab

Canal

275 MLD for

2036

365 MLD for

2051

75 cusec (275 MLD)

75 cusec (275MLD)

Total 150 cusec

The concerned Department i.e Water Resources Department is also exploring to allocate the

total demand of water i.e. 365 MLD for the year 2051 from Jalandhar Navigation Channel

outlet. The process in this regard has been started. A committee has been formed to check

the capability of taking discharge from Bist Doab Canal. In case, all the raw water is allocated

from Bist Doab Canal itself.

Therefore, in this DPR, it is proposed that Raw water will be taken from Bist Doab Canal At

RD 226000 at Adampur Bist Doab Canal, which is 0.5 Km away from the proposed site for

WTP and water will be intaken by Gravity flow.Detailed design has been enclosed in ―Volume

I-B‖. Brief details are provided below.


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6.3.4 Clear Water Rising Main

6.3.4.1 Abstract of Clear Water Rising Main Network-

Diameters of the rising mains vary from 250mm to 1200mm (DI K-9 pipe of Length 140 km).

In order to get the most econimcal size of main water transmission route, 2 options were

selected and calculated for getting the economic size. Option-1 comes to be the most

economical and hence adopted.

Abstract of rising main design are mentioned in below table 6-5.


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Table 6-5: Clear Water Rising Main Details (Option No. 1 most economical)

Sr.

No.

Size Length

(in Mtr.)

Remarks

1 2000mm

i/d

13500 Mtr. Single barrel from WTP to Jal. City

2 1400mm

i/d


3 1200mm

i/d


4 1100mm

i/d


6 1000mm

i/d


7 800mm i/d 7485 Mtr. Single barrel from WTP to Jal. City









Total 118052 Mtr.

For detailed design refer ―Volume I-B Design‖

6.3.5 Under Ground Service Reservoirs

For providing Bulk water supply to the consumers, underground service reservoir are

proposed to feed the Overhead Service Service Reservoir. The capacity of UGSRs has

been calculated as per Mass curve which is appended in the Volume- II ‗Design‘. The

capacity of UGSR has been worked out as 15 % of the demand of 2051 population.


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6.3.5.1 Details of Proposed UGSR

The details of proposed UGSRs with their water demand are given in table 6-12 below.

Table 6-6: Details of Proposed UGSR

Table 6 required storage capacity in the water distribution zones

Distr

ibuti

on

zone

Name

existing

OHT

Populatio

n

Projectio

n upto

2052

V-m3 Additio

nal

OHT

2037

Cap

acity

2052

Numbe

r of

OHT's/

UGSR

Status Propo

sed

UGSR

(in

Cum)

UGS

R

(in lac

gallon

)

Say

(U

GS

R

gall

on)

1A Partap Bagh

Chowk

24753 909 1140 0 at same

site

To be

dimantled

1140 251 2.50

1B Nehru

garden

Company

bagh

19982 1140 0 at new

site

1140 251 2.50

2 Near Doaba

College

8096 450 0 at new

site

450 99 1.00

3 Gazi Gulla 40292 909 1140 0 at

addition

al site

To be

renovated

by M.C.

231 51 0.50

4 Gujja Peer

Road

31382 910 680 at 2 new

sites

910 200 2.00

5 Santokpura 70397 909 1140 2050 at same

& 2 new

sites

To be

dimantled

1140 251 2.50

6 Industrial

Estate 1 and

2

61969 909 1140 1820 at same

& 2 new

sites

To be

dimantled

1140 251 2.50

7 Ladowali

Road

63472 1140 2050 at 3 new

sites

To be

renovated

by M.C.

1140 251 2.50

7A Basipur 53477 273 1140 1140 at 2 new

sites

To be

renovated

by M.C.

683 150 1.50

8 Old Jawahar

Nagar

20644 273 680 0 at new

site

To be

renovated

by M.C.

680 150 1.50

9 New

Jawahar

Nagar

18849 909 0 0 none To be

renovated

by M.C.

10 Model

Town

33538 909 910 0 at new

site

To be

renovated

by M.C.

910 200 2.00

11 Defence

Colony

23727 227 910 0 at new

site

To be

renovated

910 200 2.00


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by M.C.

11A Garha (Near

Gurudwara)

14200 909 0 0 none working

condition

12 Urban

Estate

Phase-I


condition

12A Garha

(Zone-9)

11938 455 230 0 at new

site

230 51 0.50

12B Urban

Estate

Phase-II


condition

13 Village

Mithapur

44545 1140 1140 at 2 new

sites

1140 251 2.50

14A Vijay Nagar 18846 455 680 0 at new

site

To be

renovated

by M.C.

680 150 1.50

14B Basti Guzan 32372 455 1140 0 at new

site

To be

renovated

by M.C.

1140 251 2.50

15A J.P. Nagar 30932 682 910 0 at new

site

To be

renovated

by M.C.

910 200 2.00

16 Basti

Danish

Manda

50281 909 910 680 at 2 new

sites

910 200 2.00

16A Bhargo

Camp

24635 909 450 0 at new

site

working

condition

450 99 1.00

17A Basti Bawa

Khel

27704 455 910 450 at same

& 1 new

site

To be

dimantled

910 200 2.00

17B Kabir Vihar 27704 682 680 0 at new

site

680 150 1.50

18A Butlron

Park

8111 909 0 0 none To be

renovated

by M.C.

18B Saraswati

Vihar


condition

19 Dada

Colony

19961 455 1140 0 at same

site

To be

dimantled

1140 251 2.50

20A Salempur 102284 1140 3420 at 4 new

sites

1140 251 2.50

20B Transport

Nagar

71913 1140 2280 at 3 new

sites

1140 251 2.50

21A GTB Nagar 30009 909 910 680 at same

& 1 new

site

To be

dimantled

1140 251 2.50

21B New Green

Model

Town

30009 910 680 at 2 new

sites

910 200 2.00

22 New Geeta 27714 680 680 at 2 new 680 150 1.50


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Colony sites

23 Basti

Danish

Manda

62717 909 1140 1140 at 2 new

sites

To be

renovated

by M.C.

1140 251 2.50

24 Gulab Devi

Road

83926 1140 3190 at 4 new

sites

1140 251 2.50

25 1.Armaan Nagar Dhilwan (4.5 Gallon) 2.Joginder Nagar (4.5 Gallon) 3.Puran Singh Avenue (4.5 Gallon) 4.Kaki Pind (4.78 Gallon)

181618 8300 0 at

multiple

sites

8300 1828 18.2

8

26 1.Golden Colony (4.5 gallon) 2.Talhan Road (4.5 gallon) 3.Dhanowali (2.65 gallon) 4.Dakoha (1.5 gallon)

118245 5970 0 at

multi

ple

sites

5970 1315 13.15

6.3.6 Service reservoirs for Water Distribution

6.3.6.1 UNderground Service Reservoir

Each water supply zone will be served by an independent UGSR, Altogether, 37 Nos. new

UGSRs has been proposed in the city while there are 18 Nos. OHSR are working and

UGSR are proposed for failed OHSR‘s. These facilities will be fully utilized to serve the

intermediate year water demand of 275 MLD.

6.3.7 Distribution System

95 % of distribution network in already laid in the Jalandhar city while remaining is


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under execution under the ongoing scheme of AMRUT. Therefore, before start of this

project 100% of the population will have access have to piped water supply. Now in

order to provide Bulk water supply to the consumers, distribution has been redesigned

and proposed to be fed from the respective zonal UGSR/OHSR. Any existing

distribution system in the zone will be integrated within the proposed system for that

zone. The hydraulics of the integrated system will be checked and replacement will be

proposed accordingly. Distribution Network system has been design by using

WaterGEMS V8i.

Further, as each zone is designed as a closed loop system, the peak factor for that sub

zone is based on its projected populationthe peak factor considered also varies

between 2.5 to 3 in accordance with extant CPHEEO Guidelines for Water Supply.

Minimum terminal pressure has been considered as 17m for each zone.

6.3.8 Operation Philosophy of Bulk Supply System.

The clear water from clear Water Reservoir located at Jagrawan site will be pumped

for 20 hours to supply water to every proposed underground Service Reservoirs. The

UGSR will feed the water to existing/proposed OHSR by pumpimg water 18 hours in a

day to provide water. From OHSR, water will be distributed to the distribution water

supply line. The pressure at UGSRs which are located in the initial areas may be

controlled through Pressure Relief Valve so that UGSRs located at the the farthest

point also get desired water without losing pressure at the initial points.

Sluive valves at the outskirts of every zone will also be provided to get the water

redistributed in case of any emergency.

Whole of the system will be PLC based SCADA system. Master SCADA room and

PLC room will be at WTP site. Sluice valves at inlet of UGSR and outlet of OHSR will

be provided with actuators.

As presently the whole system is based on tubewells, all the tubewells will not be

declared non functional after the completion of Project. 25 No. high yielding tubewells

will be maintained for emergency time like during maintenance of canal, low supply of

water from BML etc. These 25 tubewells will be used to feed proposed underground

service reservoir. 17 new tubewells are being installed under AMRUT scheme and

remaining 8 high yielding recently installed tubwells will be maintained for emergency

purpose.

6.3.9 Household Connections

Total 55509 house connections are existing for water supply. In addition to this, 5792 house

connections have been taken in the AMRUT water supply project. Therefore, in this DPR,

House connections which need rehabilitation has been taken. Water Meter for whole city

has been taken in the AMRUT DPR. Therefore, no provision of water meter has been

considered in this project.

6.4 Permissions/ Clearances Required


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Sr.

No.

Approval

Required

Concerned Department Status

A Land

1. WTP MC, Jalandhar Private Land is to be acquired for which

notification for Socila Impact

Assessment (SIA) has been issued vide

order dated 08.03.2019.

2. UGSR/OHSR JDA/PUDA 1 Acre land is required will be provided

by MC.

B Raw Water

3. From Bist Doab

Jalandhar

Canal

Water Resources

Department

Concerned SE ensures the sufficient

availability of Raw water for WTP

C Railway Crossing

4. 04No. Railway

Crossings

DRM, Ferozpur Division,

Northern Railway

NOC will be applied timely.

D NH Crossing/ SH Road Cutting

5. 3 No. NH

Crossings are

required

Central Works Division,

Jalandhar & Mohali


6. State Highway

Road cutting

Provincial Division No. 1 &

2


6.5 Trenchless pipe laying

In case of major junctions and highway crossings and congested areas where open

excavations for pipe laying are not feasible, the pipe laying shall be done using trenchless

methods. Total 05 tentative crossings have been identified, three at National Highway and

Seven at State Highway.

Documents

DETAILED PROJECT REPORT FOR BULK SURFACE WATER …...Punjab Water Supply & Sewerage Board (PWSSB) is a Punjab Government undertaking under Local Government Department for designing,