This document is a graduate report on urban infrastructure prepared by two students for a course at the Sardar Vallabhbhai National Institute of Technology in Surat, India. It discusses various components of a water supply network including collection of water from sources, transmission to a water treatment plant, purification processes at the plant, and distribution of treated water. Diagrams illustrate the flow of water from an intake well drawing from the Tapi River through various treatment units to pumping stations.

1. Urban Infrastructure
Planning and management
(CE 634)
GR 2014
Prepared By
Sonarkar Prachi
P13UP011
Patel Tanvi
P13UP017
Guided By
Dr. K. A. Chauhan
PG URBAN PLANNING
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
1

2. UIPM (CE - 634)
Graduate Report - 2014
Fundamentals of Water Supply Network
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
2

3. Urban Infrastructure
UIPM (CE - 634)
Graduate Report - 2014
Water Supply Network
Drainage network
Stromewater Network
Solid waste management
Physical
Electricity Network
Communication Network
Fuel Energy
Fire Network
Milk Distribution Network
Social
Education
Health
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
3

4. Urban Infrastructure
UIPM (CE - 634)
Graduate Report - 2014
Water Supply Network
Drainage network
Stromewater Network
Solid waste management
Physical
Electricity Network
Communication Network
Fuel Energy
Fire Network
Milk Distribution Network
Social
Education
Health
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
4

5. Definition
UIPM (CE - 634)
Graduate Report - 2014
Water infrastructure can be
defined as a stoke of facilities
and installations needed to
develop and manage water
resources, including delivery,
treatment,
supply
and
distribution of water to its users
as well as for the collection,
removal, treatment and disposal
of sewage and wastewater.
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
5

6. UIPM (CE - 634)
Graduate Report - 2014
Public water supply scheme should meet the following requirements:
1. Ensured quality of water supply
2. Ensured sufficient quantity of supply
3. Ensured convenient and easy accessibility of water supply distribution
4. Ensured economic and financial viability of water supply
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
6

7. Sources of Water
UIPM (CE - 634)
Graduate Report - 2014
Source of Water
Surface Water






Ponds
Lakes
Streams
Rivers
Storage Reservoir
Stored Rain Water
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
Ground Water




Springs
Infiltration Galleries
Infiltration Well
Wells:
Dug Well
Tube Well
Artesian Well
French Well
February 20, 2014
7

8. Water Requirements

UIPM (CE - 634)
Graduate Report - 2014
The total consumption per day will be a product of total population and the consumption of
water per person per day.

Determination of total water requirement involves determination of:
1.
Water Demand (Per day)
•
Domestic or residential demand
•
Industrial demand
•
Institutional demand
•
Fire demand
•
Demand for public uses
•
Water required to compensate losses in waste and thefts
2.
Population Determination
•
It is one of the most important factors in planning a water supply project, if the project has
to serve the community for a certain design period.
•
Design period of 20 to 40 years is selected.
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
8

9. Components water supply scheme
FactorsofAffecting Rate of Demand
UIPM (CE - 634)
Graduate Report - 2014
 Size and type of community
 Standard of living
 Climatic condition
 Quality of water
 Pressure in the supply
 Development of sewerage facilities
 Metering of water
 Cost of water
 System of water supply
 Industrial and commercial activities
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
9

10. Components of of Water
Quality water supply scheme
UIPM (CE - 634)
Graduate Report - 2014
Potable water should have the following properties:
1. It should be colorless
2. It should be odorless
3. It should have good taste
4. It should not contain any harmful microorganisms or it should be safe
microbiologically
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
10

11. Components of Parameters
Quality water supply scheme
UIPM (CE - 634)
Graduate Report - 2014
Quality Parameters
Physical Quality
Parameters






Temperature
Color
Taste
Odor
Turbidity
Conductivity
Chemical Quality
Parameters
Biological Quality
Parameters







Total Solids
Chlorides
Hardness
pH
Alkalinity
Acidity
Nitrogen and its
compounds
 Metals and other
chemical substances
 Dissolved Gases
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
11

12. Components supply scheme Supply Scheme
Components of water of Water
UIPM (CE - 634)
Graduate Report - 2014
Components
Collection Work
Transmission Work
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
Purification Work/
Water Treatment
Plant
Distribution Works
February 20, 2014
12

13. Diagram of Water Supply Scheme
Reservoir
Dam
UIPM (CE - 634)
Graduate Report - 2014
Collection works
Transmission works
Pump house
River
Water treatment plant
Purification works
Pump house
Elevated
reservoir
Distribution
system
Distribution works
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
13

14. Components supply scheme Supply Scheme
Components of water of Water
UIPM (CE - 634)
Graduate Report - 2014
Components
Collection Work
Transmission Work
Purification Work/
Water Treatment
Plant
Distribution Works
Meant for collecting
the water from the
selected source of
water
(Surface/Ground)
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
14

15. Collection of Water
UIPM (CE - 634)
Graduate Report - 2014
Intake structure
Function of intake:
To help in safely collecting or
withdrawing water from the surface
source over a predetermined pool
levels and then to convey this water
either by gravity or pumping to the
treatment plant via intake conduits.
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
15

16. Types of Intakes
UIPM (CE - 634)
Graduate Report - 2014
Types of intake
According to the type of
source
According to the position of
intake
According to the presence of
water in the tower
River intake
Submerged intake
Wet intake
Reservoir intake
Exposed intake
Dry intake
Canal intake
Lake intake
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
16

17. Types of Intakes
UIPM (CE - 634)
Graduate Report - 2014
Types of intake
According to the type of
source
According to the position of
intake
According to the presence of
water in the tower
River intake
Submerged intake
Wet intake
Reservoir intake
Exposed intake
Dry intake
Canal intake
Lake intake
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
17

18. River Intake
UIPM (CE - 634)
Graduate Report - 2014
Location
Upstream side of city to get
comparatively better quality of water
According to the
type of source
Components
River Intake
 Closed concrete or masonry well
 Pumps
 Rising main
 Entry ports with screens
Reservoir Intake
Canal Intake
Lake Intake
Located sufficiently inside the river
so that necessary demand of
water can be met in all seasons of
the year
Located slightly away from the
river bed when river bed is soft or
unstable
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
18

19. Reservoir Intake
According to the
type of source
UIPM (CE - 634)
Graduate Report - 2014


River Intake
It is constructed when the flow
in the river is not guaranteed
throughout the year.
A dam is constructed across
the river to store the water in
the reservoir so formed.
Reservoir Intake
Canal Intake
Intake
towers
are
separately
constructed in case of earthen dams
but in gravity dam it is constructed
inside the dam itself.
Lake Intake
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
19

20. Canal Intake
UIPM (CE - 634)
Graduate Report - 2014
According to the
type of source
River Intake
Reservoir Intake

For small town a nearby irrigation canal can be used
as the source of water.

The intake well is generally located in the bank of
the canal.

Canal should be lines on upstream and downstream
side of the intake to prevent erosion of sides and
bed of canal.
Canal Intake
Lake Intake
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
20

21. lake Intake
UIPM (CE - 634)
Graduate Report - 2014
According to the
type of source
River Intake
Reservoir Intake
Canal Intake
Lake Intake
 It is submersible intake.
 These intakes are constructed in the
bed of the lake below the low water level
so as to draw water even in dry season.
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
21

22. Components supply scheme Supply Scheme
Components of water of Water
UIPM (CE - 634)
Graduate Report - 2014
Components
Collection Work
Transmission Work
Meant for collecting
the water from the
selected source of
water
(Surface/Ground)
Purification Work/
Water Treatment
Plant
Meant for
conveyance of water
from source to water
treatment plant
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
Distribution Works
February 20, 2014
22

23. Transmission of Water

Water is conveyed to the city by means of
conduits.

If the source is at higher elevation than the
treatment plant, the water can flow under
gravitational force.

If the source of supply of water is river or
reservoir and the town is situated at higher
level, the water will have to be pumped and
conveyed through pressure pump.

UIPM (CE - 634)
Graduate Report - 2014
Water can be conveyed from source to the
treatment plant by open channels, aqueducts,
tunnels, flumes, pipes.
Aqueduct
Open channel
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
23

24. Components supply scheme Supply Scheme
Components of water of Water
UIPM (CE - 634)
Graduate Report - 2014
Components
Transmission Work
Meant for collecting
the water from the
selected source of
water
(Surface/Ground)
Meant for
conveyance of water
from source to water
treatment plant
Distribution Works
0
Collection Work
Purification Work/
Water Treatment
Plant
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
Meant for supplying
potable water
February 20, 2014
24

25. Purification of Water
UIPM (CE - 634)
Graduate Report - 2014

The main aim of water treatment is to produce and maintain water that
is hygienically safe, aesthetically attractive and potable in an
economical manner.

Water treatment processes are basically meant for removal of
impurities of raw water and bringing the quality of water to the required
standards.
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
25

26. Flow Diagram of Water Treatment Plant Process
Distribution system
UIPM (CE - 634)
Graduate Report - 2014
Aeration
PreChlorination
Channel Flow
Measurement
Filter Process
ClariFloculation
Alum Mixing
Outlet Flow
Measurement
Post Chlorination
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
26

27. Flow Diagram of Water Treatment Plant units
From River
Tapi
Intake Well
Cascade
Aerator
Flash
Mixture
Parshall
Flume
Stilling
Chamber
Lamella
Clarifiers
Rapid
Gravity
Filter Beds
UIPM (CE - 634)
Graduate Report - 2014
Clear Water
Sump
To Pumping
Stations
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
27

28. Flow Diagram of Water Treatment Plant
From River
Tapi
Intake Well
Cascade
Aerator
Flash
Mixture
Parshall
Flume
Stilling
Chamber
Lamella
Clarifiers
Rapid
Gravity
Filter Beds
UIPM (CE - 634)
Graduate Report - 2014
Clear Water
Sump
Source of water – River Tapi
To Pumping
Stations
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
28

29. Flow Diagram of Water Treatment Plant
From River
Tapi
Intake Well
Cascade
Aerator
Flash
Mixture
Parshall
Flume
Stilling
Chamber
Lamella
Clarifiers
Rapid
Gravity
Filter Beds
Name
of unit
UIPM (CE - 634)
Graduate Report - 2014
Intake well
Number 1
of units
Detail
of unit
To draw the water from
river Tapi for the water
treatment plant
Clear Water
Sump
To Pumping
Stations
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
29

30. Flow Diagram of Water Treatment Plant
From River
Tapi
Intake Well
Cascade
Aerator
Flash
Mixture
Parshall
Flume
Stilling
Chamber
Lamella
Clarifiers
Rapid
Gravity
Filter Beds
UIPM (CE - 634)
Graduate Report - 2014
Name of
unit
Cascade aeration unit
Number
of units
1
Detail of
unit
To increase the
dissolved oxygen
content in raw water
Clear Water
Sump
To Pumping
Stations
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
30

31. Flow Diagram of Water Treatment Plant
From River
Tapi
Intake Well
Cascade
Aerator
Flash
Mixture
Parshall
Flume
Stilling
Chamber
Lamella
Clarifiers
Rapid
Gravity
Filter Beds
UIPM (CE - 634)
Graduate Report - 2014
Name of
unit
Stilling Chamber
Number
of units
1
Detail of
unit
To control the quantity of
raw water and for prechlorination
Clear Water
Sump
To Pumping
Stations
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
31

32. Flow Diagram of Water Treatment Plant
From River
Tapi
Intake Well
Cascade
Aerator
Flash
Mixture
Parshall
Flume
Stilling
Chamber
Lamella
Clarifiers
Rapid
Gravity
Filter Beds
UIPM (CE - 634)
Graduate Report - 2014
Name of
unit
Parshall Flume
Number
of units
2
Detail of
unit
To measure the quantity
of raw water
Clear Water
Sump
To Pumping
Stations
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
32

33. Flow Diagram of Water Treatment Plant
From River
Tapi
Intake Well
Cascade
Aerator
Flash
Mixture
Parshall
Flume
Stilling
Chamber
Lamella
Clarifiers
Rapid
Gravity
Filter Beds
UIPM (CE - 634)
Graduate Report - 2014
Name of
unit
Flash Mixture
Number
of units
2
Detail of
unit
To mix the liquid alum in
raw water
Clear Water
Sump
To Pumping
Stations
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
33

34. Flow Diagram of Water Treatment Plant
From River
Tapi
Intake Well
Cascade
Aerator
Flash
Mixture
Parshall
Flume
Stilling
Chamber
Lamella
Clarifiers
Rapid
Gravity
Filter Beds
UIPM (CE - 634)
Graduate Report - 2014
Name of
unit
Lamella Clarifiers
Number
of units
10
Detail of
unit
To decrease the turbidity
of raw water partially –
primary clarification
Clear Water
Sump
To Pumping
Stations
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
34

35. Flow Diagram of Water Treatment Plant
From River
Tapi
Intake Well
Cascade
Aerator
Flash
Mixture
Parshall
Flume
Stilling
Chamber
Lamella
Clarifiers
Rapid
Gravity
Filter Beds
UIPM (CE - 634)
Graduate Report - 2014
Name of
unit
Rapid Gravity Filter Beds
Number
of units
14
Detail of
unit
the process to pass the
water through the layer
of filter sand
Clear Water
Sump
To Pumping
Stations
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
35

36. Flow Diagram of Water Treatment Plant
From River
Tapi
Intake Well
Cascade
Aerator
Flash
Mixture
Parshall
Flume
Stilling
Chamber
Lamella
Clarifiers
Rapid
Gravity
Filter Beds
UIPM (CE - 634)
Graduate Report - 2014
Name of
unit
Rapid Gravity Filter Beds
Number
of units
1
Detail of
unit
To convey the water to
the underground tank
and for pumping for filter
bed backwash
Clear Water
Sump
To Pumping
Stations
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
36

37. Flow Diagram of Water Treatment Plant
From River
Tapi
Intake Well
Cascade
Aerator
Flash
Mixture
Parshall
Flume
Stilling
Chamber
Lamella
Clarifiers
Rapid
Gravity
Filter Beds
UIPM (CE - 634)
Graduate Report - 2014
Clear Water
Sump
To Pumping
Stations
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
37

38. Components supply scheme Supply Scheme
Components of water of Water
UIPM (CE - 634)
Graduate Report - 2014
Components
Transmission Work
Meant for collecting
the water from the
selected source of
water
(Surface/Ground)
Meant for
conveyance of water
from source to water
treatment plant
Distribution Works
0
Collection Work
Purification Work/
Water Treatment
Plant
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
Meant for supplying
potable water
Meant for supplying
treated water to the
consumer through
suitable distribution
system
February 20, 2014
38

39. Distribution Work
UIPM (CE - 634)
Graduate Report - 2014
City Level Distribution
Distribution System
Gravity System
Pumping System
Combined System
 This method is suitable when source of supply is at
sufficient height than the city.
 The water flows in the mains is due to the
gravitational force.
 In this system, pumping is not required at any stage.
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
39

40. Distribution Work
UIPM (CE - 634)
Graduate Report - 2014
City Level Distribution
Distribution System
Gravity System
Pumping System
Combined System
 In this system the treated water is directly pumped
in to the distribution mains without storing it any
where.
 It is also called as pumping without storage system.
 Continuous water is required at the pumping station.
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
40

41. Distribution Work
UIPM (CE - 634)
Graduate Report - 2014
City Level Distribution
Distribution System
Gravity System
Pumping System
Combined System
 This is the most common system adopted in most of
the cases.
 Treated water is pumped at a constant rate and
stored into an elevated distribution reservoir, from
where it is distributed to the consumer by the action
of gravity.
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
41

42. Distribution Work
UIPM (CE - 634)
Graduate Report - 2014
Unit Level Distribution
Distribution
Network
Dead end system
Grid iron system
Circular system
Radial system




One main supply line along the main road
Submains are connected to the main in both the direction
Submain divides into branch pipes (Laterals)
Service connections are given to the consumer from the laterals
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
42

43. Distribution Work
UIPM (CE - 634)
Graduate Report - 2014
Unit Level Distribution
Distribution
Network
Dead end system
Grid iron system
Circular system
Radial system
 Main line is laid along the main road
 Submains are taken in both directions along minor roads
 From Submains branches are taken out and are interconnected
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
43

44. Distribution Work
UIPM (CE - 634)
Graduate Report - 2014
Unit Level Distribution
Distribution
Network
Dead end system
Grid iron system
Circular system
Radial system
 Main pipes are laid on the periphery of blocks
 Branches, submains are laid along the inner roads
 Submains and branches are taken off from the boundary mains
and are interconnected.
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
44

45. Distribution Work
UIPM (CE - 634)
Graduate Report - 2014
Unit Level Distribution
Distribution
Network
Dead end system
Grid iron system
Circular system
Radial system
 Water is pumped into the distribution reservoir kept in the middle
of each zone.
 Supply pipes are laid radially ending towards the boundary of the
area to be served.
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
45

46. Schematic Layout of a Water Treatment Plant
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
UIPM (CE - 634)
Graduate Report - 2014
February 20, 2014
46

47. UIPM (CE - 634)
Graduate Report - 2014
Present scenario of
water supply system
in Surat city
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
47

48. Present Status (Year 2014)
UIPM (CE - 634)
Graduate Report - 2014
Area of city
326.51 sq. km
Population of city (as per census year 2011)
45 Lacs
Population covered under piped network
93%
Source of water
River Tapi
Total number of water works
5
Total number of water distribution stations
21
Total installed capacity of all WTP
1268 MLD
Present gross daily average water supply
900 MLD
Frequency of water supply
3.5 hours daily
Total storage capacity of all UGSR and ESR
735 ML
Total approximate length of all water supply pipeline
3030 km
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
48

49. Present Water Source Allocation
UIPM (CE - 634)
Graduate Report - 2014
Varachha Kosad
5%
2%
Rander
19%
Sarthana
38%
Sarthana
Katargam
Rander
Katargam
36%
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
Varachha
Kosad
February 20, 2014
49

50. Water Demand up to Year 2041
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
UIPM (CE - 634)
Graduate Report - 2014
February 20, 2014
50

51. Projected increase in capacity as per master plan
UIPM (CE - 634)
Graduate Report - 2014
Present
Sr.
No
Ongoing/
tender works
Ultimate
Capacity as per
Master Plan
Year 2013
Up to year
2014-15
Up to year 2041
Water Supply Project
Cumulative Capacity Increase
1
Intake well (in MLD)
1463
2033
2433
2
Water Treatment Plants (in
MLD)
1268
1468
2135
3
UGSR capacity (in Lac lit)
6775
7133
8508
4
ESR capacity (in Lac lit)
583
1120
1426
5
Pipeline (in km)
3030
3350
3800
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
51

52. User Charges
UIPM (CE - 634)
Graduate Report - 2014
As per new water meter policy effective since Dt.01-04-2008;
 All new residential & religious purpose water connections above 15mm (1/2 ") dia
size shall compulsorily be metered.
 All existing water connections prior to Dt.01-04-2008, above 15mm (1/2 ") dia size
for residential & religious purpose shifted to metered connections.
 All non-residential, commercial & industrial connections above 1/2" size are
already metered as per water meter policy prior to Dt.01-04-2008.
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
52

53. Water Charges for all 15 mm (1/2”) Diameter
Carpet Area
(In sq. meters)
UIPM (CE - 634)
Graduate Report - 2014
Annual water charges per family (in Rs.)
Residential and
Religious purpose
Non-residential
purpose
0-15
210
300
16-25
360
540
26-50
480
720
51-100
720
1200
101-200
1050
1800
201-500
1500
2400
501 and above
3000
4500
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
53

54. Water Charges for above 15 mm (1/2”) Diameter
UIPM (CE - 634)
Graduate Report - 2014
Charges per 1000 liters per family
Connection Size
Sr. No.
(in inch)
For monthly
consumption up
to 3000 liters
For monthly
consumption
greater than to
3000 liters
1
¾”
4.5
12
2
1.0”
4.5
12
3
1.5”
4.5
12
4
2.0” and above
4.5
12
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
54

55. Water Charges for above 15 mm (1/2”) Diameter
UIPM (CE - 634)
Graduate Report - 2014
Non-residential purpose water connections
PURPOSE OF USAGE
Charges Per 1000
Liters
(in Rs.)
Premises for Public institutional services like Bus, Railway, Gujarat Electricity Board,
Surat Electricity Company, Banks.
20.00
2
General(non water based ) Industries like power looms/ Diamond/jari -Kasab/Work
shop
15.00
3
(A)
Sr.
No.
1
TYPE
Temporary water connection for non-commercial, individual construction purpose.
20.00
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
55

56. Water Charges for above 15 mm (1/2”) Diameter
UIPM (CE - 634)
Graduate Report - 2014
Non-residential purpose water connections
TYPE
Sr.
No.
Charges Per 1000
Liters
(in Rs.)
PURPOSE OF USAGE
1
For Halls and Vadi's used for social Functions.
15.00
2
Properties like Dispensary, Hospital, Nursing Home, Maternity Home, Dispensary
Chemist etc related with medical services,
14.00
3
Photo studios
17.00
4
Dhobi Ghat
15.00
5
Private swimming pools
32.00
6
Gymkhana and Sports Club
32.00
7
All Types of Restaurant and Canteens (inclusive of Tea /Snacks /Farsaan shops )
20.00
8
Properties like nursery, plantations activity used for commercial use
25.00
9
Properties used for Residential use for Private/Limited company.
20.00
10
Guest Houses.
27.00
(B)
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
56

57. Water Charges for above 15 mm (1/2”) Diameter
UIPM (CE - 634)
Graduate Report - 2014
Non-residential purpose water connections
TYPE
Sr.
No.
Charges Per 1000
Liters
(in Rs.)
PURPOSE OF USAGE
1
27.00
2
Ice Cream /Ice manufacturing organization.
27.00
3
Cold storage Plant
27.00
4
Central Air condition plant.
27.00
5
Pri Cinema / Theatre
27.00
6
Film processing /sound studios/Film laboratory
27.00
7
RCC/PCC Materials and marble Mosaic tiles manufacturing works.
Snacks /Farsaan shops )
27.00
8
Temporary water connection for commercial purpose constructions.
27.00
9
Temporary Water connection for Public Fair, Function, Exhibition
.
27.00
10
(C)
Soft Drinks/Soda manufacturing organizations.
All Types of Hotels - up to three - stars.
27.00
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
57

58. Water Charges for above 15 mm (1/2”) Diameter
UIPM (CE - 634)
Graduate Report - 2014
Non-residential purpose water connections
TYPE
Sr.
No.
PURPOSE OF USAGE
Charges Per 1000
Liters
(in Rs.)
1
Dyeing & Printing houses. (Except Pandesara GIDC)
27.00
2
4-star/5-star hotel
35.00
3
Water park/Amusement park
27.00
(E)
1
Commercial purpose /shops other than mentioned above.
12.00
(F)
1
For Educational institutions
8.00
(G)
1
For Residence purpose. Outside city area.
15.00
2
For commercial purpose Outside city area.
30.00
3
For Industrial purpose Outside city area.
36.00
(D)
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
58

59. Revenue Income V/S Expenditure
Revenue Income
16000
UIPM (CE - 634)
Graduate Report - 2014
Revenue Expenditure
13708
14000
4000
3651.14
4388.58
6906.67
4857.34
11869
7304.81
7105.16
6690.65
6164.16 6370.15
9164
7513.68
6000
5048.84
8000
4330.39
RS in Lacs
10000
6302.59
12000
2000
0
2005-06
2006-07
2007-08
2008-09
2009-10
2010-11
2011-12
2012-13
Year
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
59

60. Issues and Challenges
UIPM (CE - 634)
Graduate Report - 2014
 Population growth and urbanization
 Growing urban water demand
 Infrastructure is aging and deteriorating
 Increased pollution from municipal and industrial discharges
 Overexploitation of water resources
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
60

61. UIPM (CE - 634)
Graduate Report - 2014
Innovative Projects
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
61

62. Rubber Barrage Dam
UIPM (CE - 634)
Graduate Report - 2014
Surat Municipal Corporation (SMC) will build a 580 meter wide air balloon
structure barrage dam between Umra – Piplod at a cost of RS 120 crore
to creat a 10 kilometer long sweet water lake in river Tapi.
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
62

63. Objectives of Project
UIPM (CE - 634)
Graduate Report - 2014

Long term planning for water supply requirement

To prevent tidal silting

To prevent river pollution

To conserve the maximum excess water spilled released from
singnapore weir

To prevent salinity intrusion in ground water

To develop water sports place

To prevent encroachment in the river bed
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
63

64. Salient Features of Barrage Dam
Reservoir Length
10 Kilo meter
Average Width
500 Meter
Maximum Depth
6 Meter
Minimum Depth
2 Meter
Barrage Dam Length
580 Meter
FRL of Barrage Dam
UIPM (CE - 634)
Graduate Report - 2014
4 Meter
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
64

65. Benefits of Project
UIPM (CE - 634)
Graduate Report - 2014
 Formation of 10.0 km long reservoir for future water crisis management
 Ground water recharging for areas in the downstream of weir
 Restricting tidal silting
 Development of water sports activity
 Restricting encroachment in the river bed of Tapi river
 Prevention of bank corrosion due to tidal erosion
 Providing drinking water supply to city from reservoir
 Improving aesthetic beauty and environment of SURAT
 Development of amusement park near Bhatha village
 Development of stepped garden, River drive road on the riverbank
 Preservation of ill effects on weir cum causeway
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
65

66. Kakrapar To Surat Water Supply Project

UIPM (CE - 634)
Graduate Report - 2014
The water intake presently for the whole city is done from only natural
source that is Tapti river.

Keeping in mind the future water requirements of surat city, local body
has taken a decision on fulfilling it from Kakrapar weir.

This would be a project from Kakrapar weir to Surat having a total pipe
length of 58 km.

Total budget with Rs. 25 crore has been assigned to this project.
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
66

67. Design Considerations
UIPM (CE - 634)
Graduate Report - 2014

The pipeline should be as short in length as possible.

The chance of leakages is more so maintenance at various points is
required.

The pressure needs to be maintained as that would create damage to the
pipes and further lead to maintenance problem.
PROJECT DETAILS
Total project cost
25 crores
Pipe length
58 km
Pipe type to be used
Ductile iron
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
67

68. Pipeline Proposed for Water Supply
UIPM (CE - 634)
Graduate Report - 2014
The red line shows water supply from kakrapar to surat taken along the
river and then along the NH to varachha water works.
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
68

69. Sustainability of the kakarapar – Surat Pipeline
Project
UIPM (CE - 634)
Graduate Report - 2014
 Distribution to villages will be possible by this project
 More population will be cover under this project
 Varachha treatment plant will get the raw water and so the capacity of
this plant will be increased by large amount
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
69

70. UIPM (CE - 634)
Graduate Report - 2014
References
1.
Punamia B.C. and Jain Ashok K., “Water Supply Engineering”, (1999), Laxmi
Publications PVT.LTD, New Delhi.
2.
B.S. Raju ,”Water supply and Waste water engineering”, (2001),Tata Macgraw-Hill
Publishing CO. LTD, New Delhi.
3.
Deswal S.S. and Deswal S.,” Environmental Engineering”, (2001), Dhanpatrai
And CO. PVT. LTD., Delhi.
4.
Surat City Development Plan
Webliography
1.
http://www.suratmunicipal.gov.in
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
70

71. UIPM (CE - 634)
Graduate Report - 2014
Civil Engineering Department, M.Tech. (Urban Planning), Semester-1
Sardar Vallabhbhai National Institute of Technology, Surat
February 20, 2014
71