The document describes a proposed water treatment plant scheme for the village of Nindana in Haryana, India, including details of the project components and design such as sedimentation tanks, pumping stations, and use of programmable logic controllers and supervisory control and data acquisition systems for automation of the plant. The project is being implemented under the Swaran Jayanti Maha Gram Vikas Yojna scheme to improve drinking water supply for the village which has a population of over 12,000 people.

1. UIET,MDU,ROHTAK
CIVIL DEPARTMENT
PRESENTATION ON TRAINING
REPORT
CANAL BASED WATER WORKS
SUBMITTED TO: SUBMITTED BY:
Mr. AMIT KUMAR AMIT KUMAR (17357)
AP (CE) UIET
MDU(ROHTAK)

2. Public Health Engineering Department
The main function of the Public Health
Engineering Department is to plan, implement &
maintain Rural and Urban Water Supply
Schemes, rural sanitation schemes. The District
Level administration of the Public Health
Engineering Department undertakes field
investigation, survey, data collection,
preparation, execution & maintenance of
schemes. Govt are continuously investing a
huge amount to develop Drinking water network
with WTP plant at urban ,semi urban and rural
rears also /Sewerage network plant at urban

3. Project Brief
The purpose of the project is to built a water
treatment plant scheme for the village. The work
augmented at the site village Nindana tehsil
Meham district Rohtak (HARYANA). The project
norms are under the scheme Swaran Jayanti
Maha Gram Vikas Yojna (SMAGY). The tender
opened on dated 23.07.2019 under authority of
Engineer in Chief, Haryana, Public Health
Engineering Department Panchkula conveyed
by Superintending Engineer Public Health

4. Main project components
WATER WORKS :
The main component of project involves
Design, testing, commissioning of automated
PLC controlled SCADA based water purification
plant of 3 MLD capacity at water works no. 1
and 1 MLD capacity at water works no. 2 in
Nindana comprising of 2 nos S & S tank, 4 nos.
Clear water tank, pumping station with
machinery at Mohmadpur pana, 2 no. brick
masonary Pump chamber and installation of
machinery for Clear water and raw water at
water works no. 1 and 2, laying, jointing, cutting

5. Swaran Jayanti Maha Gram Vikas Yojna
(SMAGY)
Mahagram Yojana envisages providing
sewerage system, Improvements of drinking
water supply, construction of pucca streets,
improvement in electricity etc., which was
launched by the State government through
Development and Panchayat Department.
Sewerage System will be provided in the
villages where population is more than
10,000 persons as per census 2011. In the

6. PLC &
SCADA
• Programmable Logic Controller (PLC)
• Supervisory Control and Data Acquisition (SCADA)
The proposed automation solution for waste water treatment
plant involves the use of a series of small control systems that
run the facility, PLC continuously monitor the operation of
pumps, closures and other devices, collect and execute
commands coming from the higher levels. PLCs are used to
control various processes based on the data and the built-in
algorithm. According to the given specifications, a control panel
was created in a suitable SCADA software for the control and
monitoring of waste water treatment, which requires the

7. LOCATION
Village Name : Nindana
Longitude : 29.007054
Latitude : 76.375836
Geographical Area :3534 hectares
Gram Panchayat: Nindana Tigri
Tehsil : Meham
District : Rohtak
Legislative Assembly : Meham
Parliamentary Constituency :
Rohtak
Distance from MDU : 41 km

8. Source of water supply
• Main Canal :Western Yamuna Command Area
• Branch Canal : Hansi Branch
• Sub Branch: Butana Branch
• Minor : Kheri – Meham Minor

9. Salient features
 Name of project: - Water Treatment Plant
Scheme for the village Nindana
 Contractor: - M/s Kulbir Singh Contractor
 Purpose: - Construction, Treatment and
Distribution
 Location: - Vill. Nindana, Meham, Distt. –
Rohtak, Haryana
 Area: - 35.34 km2
 Population of Village: - 12760
 No. of Families to be Served: - 2373
 Population Density: - 361 per km2
 Growth of population: - 10.4%

10. DESIGN PERIOD OF COMPONENTS
• Design of distribution system: - 2 time of the daily
requirement for 30 years
• Design of Head works structures: - 15 years
• Design of inlet channel: - 30 years
• Design of pumping machinery: - 15 years
• Design of rising main for multi stage pumping:- 1.5
times of the daily requirement
• Pumping hours for clear water:- 8 hours
• Pumping hours for raw water:- i) 8 hours slow sand
filter

11. Sedimentation & Storage Tank
Part 1 – Dimension =
½ x 60 m x 43 m x
3.20 m
Capacity = 4128 KL
Part 2 –
Dimension = 60 m x
78 m x 3.20 m
Capacity = 14976 KL

12. PCC :- Grade = M 10
Thickness = 150 mm
RCC :- Grade = M 30
Thickness = 250 mm
Bed Reinforcement = 10 mm
dia @ 200 mm c/c mesh on
both faces
Free Board of Tank = 300 mm
Stair :-
Tread = 255 mm
Rise = 165 mm
Width = 1200 mm
RCC Slab thickness = 150 mm
Reinforcement = 12 mm dia @
150 c/c
Column = 230 mm x 230 mm

13. Bed Level (BL) = 218.500 m
Ground Level (GL) = 219.700 m
Full Supply Level (FSL) =
221.700 m
TOP Level = 222.000 m
Water Bar :-
Material = PVC Water Bar
Size = 230 mm x 6 mm
free Board = 12 mm
Wall Reinforcement:-
Inner Wall = 12 mm dia @
180mm c/c eachface
Curtailment bar = 12 mm dia
alternate @ 90mm c/c
Outer Wall = 12 mm dia @
150mm c/c eachface
At corners = 10 mm dia @

14. Machinery used
• Excavator
• Fiori self loading concrete mixer
• Vibrator
• Bar bender & cutter
• Compactor
• Trucks, Tractor, Trolly