Improvement and rehabilitation of existing irrigation system / by Jho-Anne T. Abuyo and Edwin H. Glorioso.
Material type: TextLanguage: English Publication details: Indang, Cavite: Cavite State University- Main Campus, 2002.Description: xviii, 99 pages : illustrations ; 28 cmContent type:- text
- unmediated
- volume
- 624.16 Ab9 2002
- 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 | 624.16 Ab9 2002 (Browse shelf(Opens below)) | Link to resource | Room use only | DP-58 | 00000415 |
Design Project (BS Civil Engineering) Cavite State University.
Includes bibliographical references.
College of Engineering, and Information Technology (CEIT)
ABUYO, JHO-ANNE T., GLORIOSO, EDWIN H., AND ROMELSON M. ROLLE,
Bachelor of Science in Civil Engineering, Cavite State University, Indang, Cavite. April
2002. IMPROVEMENT AND REHABILITATION OF EXISTING IRRIGATION SYSTEM.
Adviser: Eng'r. Renato B. Cubilla
The proposed Improvement and Rehabilitation of Existing Irrigation System was
conducted at Cavite State University from June 2001 to February 2002. It was evaluated in
March 2002 at the Accreditation Room of College of Engineering and Information Technology,
Cavite State University.
The general objectives of the study were to enhance the knowledge learned in designing
an irrigation system and develop a system that would improve the existing irrigation system in
Cavite State University. It provided the necessary documents such as design, plans, and cost
estimate. The design would serve as a reference for the decision- makers for future
implementation.
Results of the study revealed that the existing irrigation system in the university were
found out to be ineffective. One of the examples are the water tanks used for irrigation which
became useless due to leakage and lack of water supply. In the future, each structure to be built
should be taken into considerations as well as the proposed design in order to avoid problems
in supplying water from tank to the distribution area.
Submitted copy to the University Library DP-58