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Design of water supply and distribution system in Cavite State University, Naic Campus / by Jhonnard A. Ambion.

By:

Ambion, Jhonnard A [author]

Contributor(s):

Bago, Cene M [adviser]

Material type: Text

TextLanguage: English Publication details: Indang, Cavite : Cavite State University- Main Campus, 2019.Description: xii, 59 pages : illustrations ; 28 cmContent type:

text

Media type:

unmediated

Carrier type:

volume

Subject(s):

DDC classification:

628.1 Am1 2019

Online resources:

Click here to view abstract and table of contents

Production credits:

College of Engineering and Information Technology (CEIT), Department of Civil Engineering

Abstract: AMBION, JHONNARD A. Design of Water Supply And Distribution System in Cavite State University, Naic Campus. Undergraduate Design Project. Bachelor of Science in Civil Engineering. Cavite State University, Indang, Cavite. June 2019. Adviser: Engr. Cene M. Bago. The study was conducted at Cavite State University — Naic and Indang Campuses from June 2018 to May 2019 to provide a design of a water supply distribution system at Cavite State University — Naic Campus. Specifically, it aimed to: (1) establish a development plan of Naic Campus water supply system; (2) provide a new water supply and distribution system in Naic Campus; (3) determine the size of pipe and pump capacity; (4) enhance the knowledge of the researchers in designing a water supply distribution system using EPANET., and (5) determine the estimated cost of the system, including earthworks, pipelines and fittings. The Maximum Day Demand is a 130 percent of Average Day Demand which occurs in dry seasons. The computed maximum day demand is 1.86 L per second. The Maximum Hour Demand is a product of average day demand and a peaking factor of 2.5 divided by 24 hours. The total maximum hour demand was 3.58 L per day. The author used the value 2.5 for peaking factor because the design population is greater than 600 persons. The existing water supply has two small storage tanks that supply different buildings (see Appendix Figure 6). A development plan (see Appendix Figure 1) was produced by utilizing various computer software like EPANET, and CADD. The estimated total project direct cost of the proposed water supply distribution network is P 106,651.42. It is recommended the elevated concrete water tank be used as it is more applicable to the site condition hence, salt water cause corrosion to steel tank. It is also recommended to conduct a comparative analysis between manual hydraulics computation and software simulation results in the analysis of transmission and water distribution mains.

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Holdings ( 1 )
Title notes ( 5 )

Holdings
Item type	Current library	Collection	Call number	Materials specified	Status	Notes	Date due	Barcode
Theses / Manuscripts	Ladislao N. Diwa Memorial Library Theses Section	Non-fiction	628.1 Am1 2019 (Browse shelf(Opens below))		Room use only	DP-710		00079515

Design Project (Bachelor of Science in Civil Engineering) Cavite State University.

Includes bibliographical references.

College of Engineering and Information Technology (CEIT), Department of Civil Engineering

AMBION, JHONNARD A. Design of Water Supply And Distribution System in Cavite
State University, Naic Campus. Undergraduate Design Project. Bachelor of Science in
Civil Engineering. Cavite State University, Indang, Cavite. June 2019. Adviser: Engr. Cene
M. Bago.
The study was conducted at Cavite State University — Naic and Indang Campuses from
June 2018 to May 2019 to provide a design of a water supply distribution system at Cavite State
University — Naic Campus. Specifically, it aimed to: (1) establish a development plan of Naic
Campus water supply system; (2) provide a new water supply and distribution system in Naic
Campus; (3) determine the size of pipe and pump capacity; (4) enhance the knowledge of the
researchers in designing a water supply distribution system using EPANET., and (5) determine
the estimated cost of the system, including earthworks, pipelines and fittings. The Maximum
Day Demand is a 130 percent of Average Day Demand which occurs in dry seasons.
The computed maximum day demand is 1.86 L per second. The Maximum Hour Demand
is a product of average day demand and a peaking factor of 2.5 divided by 24 hours. The total
maximum hour demand was 3.58 L per day. The author used the value 2.5 for peaking factor
because the design population is greater than 600 persons. The existing water supply has two
small storage tanks that supply different buildings (see Appendix Figure 6). A development plan
(see Appendix Figure 1) was produced by utilizing various computer software like EPANET, and
CADD.
The estimated total project direct cost of the proposed water supply distribution network
is P 106,651.42. It is recommended the elevated concrete water tank be used as it is more
applicable to the site condition hence, salt water cause corrosion to steel tank. It is also
recommended to conduct a comparative analysis between manual hydraulics computation and
software simulation results in the analysis of transmission and water distribution mains.

Submitted to the University Library 09/18/2019 DP-710