Study of Behaviour of Strip Foundation On Various Soils in Slopes

1. PRESENTATION
ON
“ASSESSMENT AND OPTIMIZATION OF WATER
DISTRIBUTION SYSTEM IN NASHIK USING
EPANET ”
PRESENTED BY,
Karan U. Pawar (BECE30)
Bhagawan K. Bhoye(BECE08)
Kunal J. Thavil (BECE32)
Akshay. U. Bhadane (BECE06)
DEPARTMENT OF CIVIL ENGINEERING,SANGHAVI COLLEGE OF
ENGINEERING ,NASHIK
(UNIVERSITY OF PUNE)
(2022-2023)

2. INDEX
• INTRODUCTION
• OBJECTIVES
• SCOPE OF WORK
• LITERATURE SURVEY
• METHODOLOGY
• REFERNCES

3. INTRODUCTION
• Importance of the Water Distribution System
• Requirements of Good Distribution System
• Types of Operation
– Continuous system
– Intermittent system
• Layout of Distribution System
1. Grid Iron
2. Ring
3. Radial and
4. Dead end system
• Problems faced in water distribution system

4. OBJECTIVES
1. Identify and study the factors that impact mechanical and hydraulic reliability of water
networks at various hierarchical levels, i.e. components, segments and ultimately
networks.
2. To analyse the existing water distribution system using EPANET to suggest some measures
if network does not fulfil the present and future demand.
3. To optimize the location and sizing of multiple network components like pipes, tanks,
pumps and valves.
4. To enable the pipe network sizes more economical but to accommodate the peak hour
demand.

5. PROBLEM STATEMENT
• The method of trial and error is very tedious and consumes much time and results in un
optimized pipe size.
• In addition it cannot be able to obtain economical pipe size that simultaneously satisfies
the design criteria (constraints).
• The cost implication of assigning pipe diameter in this way has not been given much
consideration as far as the system met the design criteria. In addition, uneconomical pipe
network makes the distribution system more costly.
• Moreover, mechanical and hydraulic failures are often studied independently even though
the flow of water inside the pipe has an effect upon its condition.

6. Scope of Work
• The Water supply network analysis is done giving more consideration for loops which have
larger pipe diameters such as DN 200mm, 100mm and 80mm.
• The minimum resulting optimized pipe diameter must not be less than DN 25mm as per
the design guide line for the distribution system.
• The new optimized pipe size is made to discharge the peak hour demand.

7. Sr.
No.
AUTHOR PAPER NAME Remark
1. Navin, Ujjawal, and Devendra Dohare
( 2022 )
A Critical Review on Design and
Analysis of Water Distribution
Network Using WaterGEMS and
EPANET Softwares
• The paper aims to scrutinize the WDNs, and
their design and compare the analysis developed
with the help of WaterGEMS and EPANET
software.
•They concluded that WaterGEMS software has
the advantage of being able to proficiently model
a network
•EPANET shows the results in various formats
such as color-coded network maps, data tables,
time series graphs, and contour plots.
2. Labhade, Harshal, Vaishnavi Kotwad,
Sandhya Mokashi, Pradip Patil, and
Dr.Sachin Mane
(2021)
Design of Water Distribution
Supply Network for Village
Nimgaon (Madh) using
Watergems Software
• In present study of Nimgaon (Madh) village
have done and Water Distribution Network
(WDN) was designed, which was located at
district Nashik
• It was found that software result was more
accurate, save time and manpower than manual
result.
LITERATURE SURVEY

8. Sr.
No.
AUTHOR PAPER NAME Remark
3. Patel, Nisha, and Ankita Parmar.
( 2019)
Water Distribution Network
using EPANET: A Case Study of
Olpad Village
• The analysis of the existing network was
studied and concludes Reliability on the network
using EPANET software
•The distribution layout used here is tree system
or dead-end system which is according to the
layout of the Olpad village. This analysis
resulted in pressure and elevation at various
nodes and head loss at various pipes.
4. Suchit, Kolpe, and Vaidya Deepali.
(2018)
Experimental Analysis of Water
Distribution Network and its
Hydraulic Simulation by
EPANET
• This project is an attempt to analyse the
physical model of double loop water distribution
network experimentally and by hydraulic
simulation
•Hardy Cross method is used
•The discharge through pipes decreases by 19 %
as the source head decreases by 22%.
•The pressure at each node decreases by 67 % as
the source head decreases by 22%.
LITERATURE SURVEY

9. Sr.
No.
AUTHOR PAPER NAME Remark
5. G., Anisha, Kumar A., Ashok Kumar,
and P. Suvarna Raju.
( 2016)
Analysis and Design of Water
Distribution Network Using
EPANET for Chirala
Municipality in Prakasam
District of Andhra Pradesh
• The present system of supply adopted in
Chirala municipality is an intermittent supply
and the network adopted is a dead end system.
•The objective of the distribution system is to
supply water to each and every house, industrial
plants and public places
•The design brings out an improvement in the
existing network
6. Ch. V. S, Sudheer S., Ramanaa Venkata
Dr. G., and Rajasekhar B.
(2015)
Network analysis of water
distribution system in rural areas
using EPANET
• This paper highlights only the effective design
and distribution of network of pipes using
EPANET tool.
•The designed network can also withstand for 5
% increase in population instead of 1 % as we
consider in the scheme design.
LITERATURE SURVEY

10. Sr.
No.
AUTHOR PAPER NAME Remark
7. Kumar, A., Kumar, K., Bharanidharan,
B., Dey, E., Matial, N., Singh, M
( 2015)
Design of Water Distribution
System using EPANET
• This work highlights the process carried out on
design of water supply system for KATHGARH.
•They concluded from the graphs obtained from
EPANET that the demand is more during the
peak hours.
•The method of distribution used here is
combined gravity and pumping system
•This design of the water supply scheme for
proper supply of water is efficient to meet the
daily requirement of water in this area.
8. R., Gupta, Baby A., Arya V. P., and
Ormsbee L.
(2014)
Segment-Based
Reliability/Supply Short Fall
Analysis of Water Distribution
Networks
• In this paper, reliability is estimated based on
supply shortfall considering isolation of an
appropriate segment on failure of a pipe.
•The reliability values were compared under two
conditions, and it was observed that isolation of
each pipe during failure provides higher than
actual values of reliability obtained by
considering exact location of valves.
LITERATURE SURVEY

11. Sr.
No.
AUTHOR PAPER NAME Remark
9. Shittu, Abideen A., and James R.
Adewumi.
( 2014)
Design of Water Distribution
System for Araromi
Community, Ondo State Using
EPANET
• This research covered the design process for the
water supply system for Araromi in Ondo state,
Nigeria.
The method of distribution used was a combined
gravity and
pumping system
10. A., Adeniran E., and Oyelowo A. M.
(2013)
An EPANET Analysis of Water
Distribution Network of the
University of Lagos, Nigeria
• Comprehensive analysis of the water
distribution system in the University of Lagos
was carried out through the use EPANET
•In order to identify the solution, a scenario was
then created to examine the effect of the tank
being operated at an elevation of 38.549m
instead of the present 8.549m
•The study concluded that the performance of the
existing distribution network under current water
demand is inefficient
LITERATURE SURVEY

12. METHODOLOGY
• EPANET software will be used in this work and the procedure of it is given below
Step 1: Draw a network representation of distribution system or import a basic
description of the network placed in a text file.
Step 2: Edit the properties of the objects that make up the system. It includes editing
the properties and entering required data in various objects like reservoir, pipes,
nodes and junctions.
Step 3: Describe how the system is operated.
Step 4: Select a set of analysis option.
Step 5: Run a hydraulic/water quality analysis
Step 6: View the results of the analysis which can be viewed in various form i.e. in
form of tables and graphs.
Step 7: Repeat the procedure for two other distribution networks.

13. METHODOLOGY
• Data Collection:
– All the data required for the project will be collected from the official website
https://www.mahahp.gov.in/ - a website of water resources department Government of
Maharashtra.

14. METHODOLOGY
• Study Area:
WTP Location Length (km) Diameter (mm) Material
From To
Shivajinagar Gangapur dam Shivajinagar 3.4 1694 M.S
Gangapur dam Shivajinagar 3.2 1118 M.S
Nashik
B.P.T. No. I Bara Bungalow Junction 11.3 1200 PSC
Bara Bungalow Junction Nashik W.T.P 0.1 1016 (813 x2 nos) M.S
Panchavati
Bara Bungalow Junction Godavari River 2.2 711 M.S
Godavari River PanchavatiW.T.P 3.5 914 M.S
Gandhinagar Bara Bungalow Jn Gandhinagar 8 1200 PSC
Nashik Road
Gandhinagar Nashik Road WTP 5.3 800 PSC
Darna river head works Nashik Road WTP 3.5 500 CI
Darna river head works Nashik Road WTP 3.5 700 MS

15. REFERENCES
1. A., Adeniran E., and Oyelowo A. M. “An EPANET Analysis of Water Distribution Network of the University of Lagos, Nigeria.” Journal of Engineering Research 18, no. 2 (June
2013): 69-83.
2. Ch. V. S, Sudheer S., Ramanaa Venkata Dr. G., and Rajasekhar B. “Network analysis of water distribution system in rural areas using EPANET.” Procedia Engineering (Elsevier)
119 (2015): 496-505.
3. G., Anisha, Kumar A., Ashok Kumar, and P. Suvarna Raju. “Analysis and Design of Water Distribution Network Using EPANET for Chirala Municipality in Prakasam District of
Andhra Pradesh.” International Journal of Engineering and Applied Sciences (IJEAS) 3, no. 4 (April 2016).
4. Kumar, Arjun, et al. “DESIGN OF WATER DISTRIBUTION SYSTEM USING EPANET.” International Journal of Advanced Research 3, no. 9 (2015): 789 - 812.
5. Labhade, Harshal, Vaishnavi Kotwad, Sandhya Mokashi, Pradip Patil, and Dr.Sachin Mane. “Design of Water Distribution Supply Network for Village Nimgaon (Madh) using
Watergems Software.” INTERNATIONAL JOURNAL OF INNOVATIVE RESEARCH IN TECHNOLOGY 8, no. 1 (June 2021): 666-670.
6. Navin, Ujjawal, and Devendra Dohare. “A Critical Review on Design and Analysis of Water Distribution Network Using WaterGEMS and EPANET Softwares.” SAMRIDDHI
Volume 14, no. 3 (2022).
7. Patel, Nisha, and Ankita Parmar. “Water Distribution Network using EPANET: A Case Study of Olpad Village.” GRD Journal for Engineering, February 2019: 25-30.
8. R., Gupta, Baby A., Arya V. P., and Ormsbee L. “Segment-Based Reliability/Supply Short Fall Analysis of Water Distribution Networks.” Procedia Engineering (Elsevier) 89
(2014): 1168 – 1175.
9. Shittu, Abideen A., and James R. Adewumi. “Design of Water Distribution System for Araromi Community, Ondo State Using EPANET.” European Journal of Engineering and
Technology Research 7, no. 5.
10. Suchit, Kolpe, and Vaidya Deepali. “Experimental Analysis of Water Distribution Network and its Hydraulic Simulation by EPANET.” International Journal of Innovative Research
in Science, Engineering and Technology 7, no. 8 (August 2018).
11. Bagirov.A.M, Barton.A.F, Jetmarova.M.H, Nuaimat.A, Ahmed.S.T, Sultanova.N, Yearwood.J(2012) “An algorithm for minimization of pumping costs in water distribution
systems using a novel approach to pump scheduling”, Mathematical and Computer Modelling.
12. Dunca.G, Piraianu.V.F, Roman.R, Ciuc.P.O, Georgescu.S.C(2016) “Experimental versus EPANET simulation of variable speed driven pumps operation”, Sustainable Solutions for
Energy and Environment.
13. Gama.M, Pan.Q, Lanfranchi.E.M, Jonoski.A, Dimitri, Solomatine.P, “Pump Scheduling for a large water distribution network(2016)”, XVIII International Conference on water
distribution system analysis, WDSA.
14. Gupta.R, and Bhave.P(1994) “Reliability analysis of water distribution systems”, ASCE Journal of Hydraulic Engineering,Vol.120
15. Ingeduld. P, Pradhan.A, Suitak.Z, Terrai.A(2006) “Modelling intermittent water supply systems with EPANET”,8th Annual water distribution system analysis Symposium,
Cincinnati, Ohio, USA
16. Mays. L.W,(2000) “Water distribution system Handbook”, McGraw Hill, New York
17. Rossman,.L.A(2000), EPANET2UserManual, http://www.epa.gov/nrml/wsrd/dw/epanet/EN 2 Mannual.pdf
18. Samir.N, Kansoh.R, Elbarki.W, Fleifle.A(2017) “Pressure control for minimizing leakage in water distribution systems”, Alexandria Engineering Journal
19. Venkataramana.G, Sudheer .CH.V.S.S, Rajasekhar.B, (2015) “Network analysis of water distribution system in rural areas using EPANET”,13th computer control for water
industry conference, CCWI