Proposed design of drainage system along Magallanes drive and Sta. Rita road in Tagaytay City, Cavite / by Kevin Jay E. de Leon.
Material type: TextLanguage: English Publication details: Indang, Cavite : Cavite State University- Main Campus, 2014.Description: xix, 194 pages : illustrations ; 28 cmContent type:- text
- unmediated
- volume
- 628.2 D37 2014
- 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 | 628.2 D37 2014 (Browse shelf(Opens below)) | Link to resource | Room use only | DP-389 | 00008739 |
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Design Project (BS Civil Engineering) Cavite State University
Includes bibliographical references.
College of Engineering and Information Technology (CEIT)
DE LEON, KEVIN JAY E., PERLADO, EDGARDO G. JR. Proposed Design of Drainage System along Magallanes Drive and Sta. Rita Road in Tagaytay City, Cavite. Undergraduate Design Project. Bachelor of Science in Civil Engineering. Cavite State University, Indang, Cavite. April 2014. Adviser: Engr. Renato B. Cubilla.
The Proposed Design of Drainage System along Magallanes Drive and Sta. Rita Road in Tagaytay City, Cavite was conducted from June 2013 to February 2014 at Cavite State University. The study aimed to provide a design of drainage system along Magallanes Drive and Sta. Rita Road, Tagaytay City, Cavite which can be used as reference of incoming Civil Engineering students, Municipality of Tagaytay City, and Cavite State University for future implementation. The study included the design of drainage system, detailed cost estimates of materials and labor used using the man-hour basis method. The drainage system adopted the CHB lined canal with concrete cover. The depth of each canal were designed to be 0.8, 0.6, 0.7, 0.8, and 0.7 meter and the width ranges from 1, 0.7, 0.9, 1.3 and 1 meter. The study revealed that the estimated materials and labor costs in linear meter for drainage 1, 2, 3, 4 and 5 were P 2,584.17/m, P 2,154.93/m, P 2,352.40/m, P 2,786.37/m and P 2,420.33/m, respectively. The total project cost of P 19,624,585.88.
Submitted copy to the University Library. 04/24/2014 DP-389