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
Table 3-6: Most Cost Effective Pipe Material with Life Cycle Cost Analysis (LCA) for Water
Distribution System for 150 mm dia ...................................................................................... 52
Table 3-7: Most Cost Effective Pipe Material with Life Cycle Cost Analysis (LCA) for Water
Distribution System for 200 mm dia ...................................................................................... 53
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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
Census Population of 1991 509510
Census Population of 2001 714077
Census Population of 2011 873000
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
UGSR at Zone No. 4 2.00
UGSR at Zone No. 5 2.50
UGSR at Zone No. 6 2.50
UGSR at Zone No. 7 2.50
UGSR at Zone No. 7A 1.50
UGSR at Zone No. 8 1.50
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UGSR at Zone No. 10 2.00
UGSR at Zone No. 11 2.00
UGSR at Zone No. 12A 0.50
UGSR at Zone No. 13 2.50
UGSR at Zone No. 14A 1.50
UGSR at Zone No. 14B 2.50
UGSR at Zone No. 15A 2.00
UGSR at Zone No. 16 2.00
UGSR at Zone No. 16A 1.00
UGSR at Zone No. 17A 2.00
UGSR at Zone No. 19 2.50
UGSR at Zone No. 20A 2.50
UGSR at Zone No. 20B 2.50
UGSR at Zone No. 21A 2.50
UGSR at Zone No. 21B 2.00
UGSR at Zone No. 22 1.50
UGSR at Zone No. 23 2.50
UGSR at Zone No. 24 2.50
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
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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.
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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.
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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
.
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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
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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
Rate of Growth (r) per decade between 1961 to 1971 = 73537/222569 =
0.330
Rate of Growth (r) per decade between 1971 to 1981 = 112090/296106 =
0.379
Rate of Growth (r) per decade between 1981 to 1991 = 101314/408196 =
0.248
Rate of Growth (r) per decade between 1991 to 2001 = 204567/714077 =
0.402
Rate of Growth (r) per decade between 2001 to 2011 = 158923/873000 =
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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Population in 2036 = Population in 2011 x (1+rg)^2.5
= 873000 x 1.9627
= 1713437
Population in 2051 = Population in 2011 x (1+rg)^4.0
= 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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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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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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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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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
Material HDPE CI MS DI
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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S. No.
Parameters Pipe
Material HDPE CI MS DI
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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Table 3-6: Most Cost Effective Pipe Material with Life Cycle Cost Analysis (LCA) for Water Distribution System for 150 mm dia
Project Design Life (n)
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
Pipe Materials Remarks
HDPE DI
1 Project Design Life (np) in
Years
30 30 —
2 SOR Rate (C ) in Rs. 69004 115518 —
3 Rehabilitation Cost (Cm) in Rs. 0 0 —
4 Annual Maintenance Cost (Mc)
in Rs. 760 450 —
110.14
% 38.95%
Estimation of Life Cycle Cost
1 Planning and Design Cost in Rs.
— — —
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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Table 3-7: Most Cost Effective Pipe Material with Life Cycle Cost Analysis (LCA) for Water Distribution System for 200 mm dia
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.
Project Design Life (n)
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
Pipe Materials Remarks
HDPE DI
1 Project Design Life (np) in
Years
30 30 —
2 SOR Rate (C ) in Rs. 130465 145782.4317 —
3 Rehabilitation Cost (Cm) in Rs. 0 0 —
4 Annual Maintenance Cost (Mc)
in Rs. 760 450 —
58.25% 30.87%
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.
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
Only One Tube well 43.3 43.0 15.7
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
Only One Tube well 61.9 49.5 19.5
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
Only One Tube well 54.4 47.5 28.4
25
Gandhi Camp Market
Near Market Chowk
Only One Tube well 60.2 44.5 18.1
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
Only One Tube well 67.3 47.0 24.4
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
Only One Tube well 54.9 50.5 18.2
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45 Swaran
Park
Near Nickle Polish wali gali
Only One Tube well 19.8 41.5 10.5
46 Raja
Garden
Old Committee School
Only One Tube well 19.6 65.5 13.8
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
Only One Tube well 49.1 51.5 21.6
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
Only One Tube well 70.5 43.0 24.7
59
Police Division
No.1
Near Railway Line
Only One Tube well 58.5 43.0 24.1
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
Only One Tube well 89.9 40.5 32.0
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
Only One Tube well 81.7 41.0 22.8
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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
In Park Only One Tube well
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
In Park Only One Tube well
62.1 40.0 18.9
75
Guru Amar Dass Nagar Flats
In Park Only One Tube well
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
In Park Only One 41.7 41.5 17.2
Nagar
Tube well
95 Togri
In Street Only One 65.4 40.5 25.0
Mohalla
Tube well
96 Saini Colony
In Street Only One 40.5 46.5 13.7
Tube well
97 Beant Sing
In Park Only One 59.6 50.0 18.3
Park Tube well
98 Dada
In Park Only One 61.5 39.2 19.4
Colony-2
Tube well
99 Thapran
In Park Only One 50.0 38.5 15.3
Bagichi
Tube well
100
Ram Nagar Gandhi Camp
Near Railway Line
Only One Tube well
57.7 48.5 19.9
101 Radisson
In Park Only One 74.9 41.5 24.9
Enclave
Tube well
102 New Sheetal
In Park Only One 71.9 42.0 24.5
Nagar
Tube well
103 Greater
In Park Only One 73.9 48.5 27.3
Kailash
Tube well
104 Shanti Vihar
In Park Only One 105.6 37.5 29.5
Tube well
105 Jawala
In Park Only One 71.3 38.5 25.1
Nagar
Tube well
106 Moti Nagar
In Street Only One 73.9 44.0 19.2
Tube well
107 Sudarshan
In Park Only One 76.7 38.5 21.1
Park Tube well
108 Sheetal
On Canal Only One 61.8 41.5 16.4
Nagar
Tube well
109 Professor
In Park Only One 75.8 40.5 24.2
110 Kabir Nagar
Opp. Gali No. 4 Kabir Nagar
Only One Tube well 13.2 41.5 6.0
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
Only One Tube well 58.8 46.5 21.8
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
Only One Tube well 48.0 44.5 24.4
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)
Only One Tube well 46.4 45.1 21.8
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
Only One Tube well 48.0 41.5 30.1
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
Only One Tube well 46.6 41.5 19.6
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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
Only One Tube well 71.6 42.5 28.9
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
Only One Tube well 50.4 46.5 19.5
167 Kris
hana Nagar
Near Gurudawar a
Only One Tube well 45.6 43.5 19.3
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
Only One Tube well 70.4 41.5 18.5
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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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
Only One Tube well 131.0 38.8 30.2
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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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
Only One Tube well 42.3 50.0 12.7
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
Only One Tube well 62.3 54.5 19.9
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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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
In Park Only One Tube well
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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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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Golden
Middle Tube well
Avenue Ph.
School
1
T/well
336
Golden
Avenue Ph.
Inside the Park Only One Tube well
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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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
Only One Tube well 21.9 43.1 11.8
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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Punjabi
Park Tube well
Bhag
360
T/well No. 1 Urban Estate Ph. 2
Inside the OHSR Park No.1
Only One Tube well
51.7 63.0 28.1
361
T/well No. 2 Urban Estate Ph. 2
Inside the OHSR Park No. 2 Only One Tube well
30.7 62.5 16.6
362
T/well No. 4 Urban Estate Ph. 2
D Block 4 Marla U.E Phase 2 Only One Tube well
74.4 43.0 21.0
363
T/well No. 5 Urban Estate Ph. 2
Near Puda Complex U.E Phase 2
Only One Tube well
36.1 49.0 12.0
364
T/well
Ravinder Nagar
Inside the Park Only One Tube well
82.7 40.3 28.7
365
T/well
Cheema Nagar
Inside the Park Only One Tube well
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
Only One Tube well 94.3 40.5 24.6
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
Inside the Park Only One Tube well
66.1 39.0 18.3
T/well
Inside the Park Only One Tube 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
Only One Tube well 22.5 53.0 7.8
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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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
Only One Tube well 90.0 45.0 27.4
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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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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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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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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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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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
4000 Mtr. Single barrel from WTP to Jal. City
3 1200mm
i/d
13330 Mtr. Single barrel from WTP to Jal. City
4 1100mm
i/d
3036 Mtr. Single barrel from WTP to Jal. City
6 1000mm
i/d
6240 Mtr. Single barrel from WTP to Jal. City
7 800mm i/d 7485 Mtr. Single barrel from WTP to Jal. City
8 700mm i/d 10305 Mtr. Single barrel from WTP to Jal. City
9 600mm i/d 12705 Mtr. Single barrel from WTP to Jal. City
10 500mm i/d 2850 Mtr. Single barrel from WTP to Jal. City
11 450mm i/d 17970 Mtr. Single barrel from WTP to Jal. City
12 400mm i/d 3900 Mtr. Single barrel from WTP to Jal. City
13 350mm i/d 3570 Mtr. Single barrel from WTP to Jal. City
14 300mm i/d 16251 Mtr. Single barrel from WTP to Jal. City
15 250mm i/d 2910 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
9940 455 0 0 none working
condition
12A Garha
(Zone-9)
11938 455 230 0 at new
site
230 51 0.50
12B Urban
Estate
Phase-II
4478 455 0 0 none working
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
8111 455 0 0 none working
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
NOC will be applied timely.
6. State Highway
Road cutting
Provincial Division No. 1 &
2
NOC will be applied timely.
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.