- Ward No. 8 of Vadodara city has a population of 1,53,412 people and covers the area of Karelibaug. The main sources of water for the city are the Sayaji Sarovar and Mahi River. - The water supply scheme for Vadodara involves sources like the Ajwa Sarovar, Fajalpur RCW, and Khanpur WTP, with a total supply of 452 MLD. Ward 8 has an ESR capacity of 18 lakh liters and a GSR capacity of 68 lakh liters to meet its demand. - Vadodara has a storm water drainage project to carry storm water from the city to rivers and

1. • Department of Architecture, Faculty of Technology and Engineering, Maharaja Sayajirao University of Baroda, Vadodara
S S – M U R P – 1 , 2 0 1 6
AR. SHREYA DALWADI
ER. HITESH DHAMECHA
FACULTY
PROF. AR. VIJAY MATAI
HOD
KHUSHBOO BHATT
MIRAL KALOLIYA
UMANG BHENSDADIA
VEDANT TRIVEDI

2. • Vadodara Municipal Corporation comprises of a total area of 159.95 sq. km.
• As per census 2011, Population of Vadodara City is 17,52,371.
• Vadodara has total 25 wards for administrative & official purposes.

3. Ward No. 8 Of Vadodara Has Population
Of 1,53,412 People.
DEMOGRAPHIC DATA
FOR WARD NO. 8
AREA OF WARD NO. 8
KARELIBAUG

4.  The main sources of water : Sayaji Sarovar (Ajwa) in northeast and
Mahi river in the northwest
 The average per capita water supply is around 183 lpcd with a daily
supply for about 1 hour.
 Diameter of pipe 300mm
 Sayaji Sarovar (Ajwa) The dam is about 5 km long. It can store water to
the height of 211 feet above the mean sea level (its overflow level) .
Source of Water Supply Approximate supply
Mahi Radial Collector Wells 110 – 120 MLD
Mahi River Tube Wells 55 - 65 – MLD
Ajwa – Nimeta 65 – 70 MLD
City Tube Wells 10 – 15 MLD
Total Supply 240 – 270 MLD

5. Source: google images

6. WATER SUPPLY SCHEME IN VADODARA CITY

7. Name of Water
Sources
Actual Average Drawn
MLD
Year of
Commission
Ajwa Sarovar 125 1892/2000/2009
Fajalpur RCW 75 1969
Poicha RCW 75 1981
Raika RCW 56 1985
Dodka RCW 56 1995
Khanpur WTP 65 2013-14
Total 452 MLD
WATER SUPPLY SCHEME IN VADODARA CITY

8. Source:

9. CAPACITY OF ESR-GSR FOR WARD NO. 8
FOR WARD NO. 8

10. 1,53,412 People
18 lac liters
ESR
68 lac liters
GSR
165 MLD /person
Water supply demand in Karelibaug Area
= 1,53,412 persons x 165 mld/persons
=2,53,12,980 MLD
35% water loss = 35% (2,53,12,980)
= 88,59,543 MLD
Total water supply
= 3,41,72,523 MLD Source: authors

11. WATER DISTRIBUTION TIMINGS IN WARD NO. 8
The average per
capita water
supply is around
183 lpcd with a
daily supply for
about 1 hour.

13. Harni (Karelibaug) ESR
Pipes leading to pumping station from GSR.
Source: authors

14. Harni (Karelibaug) ESR

15. Water Supply
Lines

16. Inaugurated on: 22.10.1977
Underground Water Tank Capacity: 68,00,000 lit.
Overhead Water Tank Capacity: 18,00,000 lit.
Motor pump:
• 2pcs of 300hp, 22750 lit/min
• 2pcs of 200hp, 28300 lit.min
Transformer: 750kVA
Treatment: Basic chlorination before pumping from UGT to OHT.
OHT depth 15’ so water level should be maintained to 15’.
Outlet pipe: 18” dia
Society pipelines: 4-6” dia

17. The Storm Water Drainage Project of the Vadodara Mahanagar Seva
Sadan provides the necessary infrastructure to carry the Storm Water from the City
to the ultimate disposal like Rivers through Pipe / Rectangular Drain Network,
Rehabilitated Natural Rivulets (Kaans), Ponds, etc.
Till 2001 out of the total city area 108.26 Sq.Km., 25% area present had
been covered with SWD systems. In 2012, With the increase in the VMSS limits from
108.26 Sq.Km. to 158.70 Sq.Km. the coverage of SWD systems had gone down from
25% to 100% with respect to area of 158.70 Sq.Km.

18. PARTICULARS FOR ‘SWM’ IN VADODARA CITY
2001 2012

19. Vadodara City has had an underground drainage system since the year 1894.
The sewage, which is collected through a system composed of an underground
drainage network, auxiliary pumping stations (APS) and pressure mains, disposes into
the natural drains and rivers after treatment.
The sewerage master plan prepared by VMC in 1999 has not been fully implemented.
It has extended the sewerage system in some of the areas as per the priorities and
availability of funds from time to time.

21.  Auxiliary pumping stations (APS) and pressure mains, disposes into the natural
drains and rivers after treatment
 The total sewerage generated by the city of Vadodara is 215 MLD, of which only
180 MLD gets treated
 The sewerage generated in ward no. 8 is 18.44 MLD
 Vadodara has 29 APS and three main pumping stations covering all the three
drainage zones.
Drainage zones No of APS
Drainage Zone I 5
Drainage Zone II 11
Drainage Zone III 10
FOR WARD
NO. 8

23. • The city is divided into three drainage zones;
• Each of these zones has separate sewerage treatment plants (STP).
• At present, there are two STPs each at wadi and Atladara and one at Tarsali. The
old plants at wadi and Atladara have a capacity of 27 MLD each.
• The old 27 MLD is conventional treatment facility having primary and secondary
treatment units
Drainage Zone Capacity Process
Zone I at Tarsali 52 MLD 4ASP
Zone-II at Gajrawadi 66 MLD 5 ASP
Zone-III at Atladra 643MLD UASP
FOR WARD
NO. 8

24. Source:

25. Sewerage Pumping Stations:
The developed area of the zones have been provided with total 23 numbers of
sewage pumping stations at different locations and 3 Main pumping stations .
Sewerage Treatment Plant:
•A sewage treatment plant of capacity of 66 MLD based on the
Conventional Activated Sludge Process was completed and commissioned
in 2003 at Gajarawadi.
Total nos of STP in Vadodara:
•Gajarawadi 66 MLD STP
•Kapurai 43 MLD STP
•Sayaji Garden 8.5 MLD STP

26. SCENARIO 2001 AND 2014

28. The usual approach to the carry out Solid Waste Management in the Vadodara City is
as below:
• Integration of SWM with other activities viz. sewerage, water supply, health care,
engineering departments, etc.
• Emphasis was laid on Complaint redressal system, Grievance redressal system, Litter
prevention system, Slum Upgradation & Rehabilitation, Field work, Daily meeting in
this regard, etc.
• Financial commitment: Equipment, Vehicles, communication.
• Involving citizens: Positive involvement, penalizing truant, creating public
awareness.

29. PRESENT STATUS:
• Quantity of M.S.W. generation : 750.00 M.T. Per Day.
• Collection and transportation : 730.00 M.T. per day (Yearly average)
• System of collection and transportation:

30. a) Primary collection & its transportation:-
• Sweeping during day and night time.
• Container lifting.
• Door to Door Garbage collection vehicles with GPS System.
• Night scraping & brushing activity
b) Secondary transportation:-
• Waste transportation is being carried out with the help of dumper trucks, container lifting
vehicles, refuse compactors and transportation vehicles. The collected waste is transported from
the storage receptacles to the landfill site closed dumper trucks. In view of the present city
population and area, the total number of containers required for collecting city waste should be
around 650. Since VMC has commenced door-to-door waste collection, the collected waste is
being transported directly to the compost plant/disposal site.
c) Disposal of M.S.W.:-
• VMC has also developed its second processing plant adjoining to the landfill cell phase I site of
300 MT/day (expandable up to 700 TPD) capacity. Only 20% of the total incoming waste is going
for the landfilling by this technology. The processing plant is operationalized from February-2010.
The capacity of plant is now expanded to 500 TPD

31. Route 1 Route 2
Route 3 Route 4 Source: google earth
FOR WARD NO. 8

32. Route 5
Route 7 Route 8
Route 6
Source: google earth

33. Route 9
Route 12Route 11
Route 10
Route 13 Source: google earth

34. LOCATION OF DUSTBINS IN WARD NO. 8
Source: google earth

35. • Vadodara Mahanagar Seva Sadan, Vadodara
• https://vmc.gov.in/
• National Urban Data Base Indicators
• http://tcpomud.gov.in/Divisions/uris/NUIS/MOU_TCPO.pdf
• www.googleimages.com
• Google Earth

36. • Department of Architecture, Faculty of Technology and Engineering, Maharaja Sayajirao University of Baroda, Vadodara
S S – M U R P – 1 , 2 0 1 6