Design of water supply system of barangay Matipok, Calaca, Batangas / by Alona B. Daño and Henrick D. Enriquez.
Material type: TextLanguage: English Publication details: Indang, Cavite : 2010. Cavite State University- Main Campus,Description: xviii, 226 pages : 28 cm. illustrationsContent type:- text
- unmediated
- volume
- 363.728 D23 2010
- College of Engineering and Information Technology (CEIT)
Item type | Current library | Collection | Call number | Materials specified | URL | Status | Notes | Date due | Barcode |
---|---|---|---|---|---|---|---|---|---|
Theses / Manuscripts | Ladislao N. Diwa Memorial Library Theses Section | Non-fiction | 363.728 D23 2010 (Browse shelf(Opens below)) | Link to resource | Room use only | DP-313 | 00007913 |
Design Project (BS Civil Engineering) Cavite State University
Includes bibliographical references.
College of Engineering and Information Technology (CEIT)
ALONA B. DANO and HENRICH D. ENRIQUEZ, Design of Water Supply System of Barangay Matipok, Calaca, Batangas. Undergraduate Design Project. Bachelor of Science in Civil Engineering, Cavite State University, Indang, Cavite.April 2010. Adviser: Engr. Renato B. Cubilla
The design of Water Supply System at Barangay Matipok, Calaca, Batangas was conducted at Cavite State University, Indang, Cavite and Matipok, Calaca, Batangas from October 2009 to February 2010. The primary objective of the project was to provide a plan and design of water supply system which can be used by Barangay Matipok as reference for future plan in the development of the Barangay. The study included the design of pipe network, pipe bedding, pump house and pumping unit, and the ground cylindrical steel tank, cost analysis and structural plan of the water system. The structural analysis and detailed analysis of the design of the concrete pedestal of the reservoir were computed manually. The pump house has a dimension of 1.50 m x 1.50 m and a height of 2.0 m.
The reservoir no.1 has a diameter of 2.20 m and a height of 4.50 m. Reservoir no.2 has a diameter of 4.0 m and a height of 4.70 m. The average water demand of the barangay is 58,000 liters per day. The method and type of distribution system adapted was gravity distribution system and the fill- and draw system. The material to be used for pipe bedding is semi- rounded gravel. The size of submersible pump to be installed is 25 horsepower. The estimated cost of the design project is Php 4,755,743.21.
Submitted to the University Library 06/29/2010 DP-313