Proposed design of a drainage system along barangay Poblacion, Indang, Cavite / by Mark Gerome E. Ariban and Ralph Jeson C. Tarrajo.

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Indang, Cavite : 2017. Cavite State University- Main Campus,Description: xxvi, 318 pages : illustrations ; 28 cmContent type:
  • text
Media type:
  • unmediated
Carrier type:
  • volume
Subject(s): DDC classification:
  • 631.62  Ar4 2017
Online resources: Production credits:
  • College of Engineering and Information Technology (CEIT)
Abstract: ARIBAN, MARK GEROME E., and TARROJA, RALPH JESON C. Proposed Design of a Drainage System Along Barangay Poblacion, Indang, Cavite. Undergraduate Design Project. Bachelor of Science in Civil Engineering. Cavite State University, Indang, Cavite. May 2017. Adviser: Engr. Roslyn P. Pefia The Proposed Design of Drainage System along Barangay Poblacion, Indang, Cavite was conducted from August 2016 to March 2017 at Cavite State University. The study aimed to provide a design of drainage system along Barangay Poblacion, Indang, Cavite which can be used as reference of incoming Civil Engineering students, Municipality of Indang, and Cavite State University for future implementation. The study included the design of drainage system, detailed cost estimates of materials and labor used using a man-hour basis method. The objectives of the study were to provide a drainage system along Barangay Poblacion, Indang, Cavite. Specifically, it aimed to increase and enhance the authors’ knowledge about designing drainage systems, provide design of the drainage system, provide the detailed cost estimate and specification of the drainage system, and provide tarpaulin to showcase the study. The drainage system adopted the Reinforced Culvert Pipe. The diameter of RCP per drainage line was computed to be the most efficient and economical design. The storage capacity of the treatment plants per day of Cluster 1, Cluster 2, Cluster 3, treatment plant | and treatment plant 2, was 64,696 m?/day, 95,584 m’/day, 42,456.96 m’/day, and 83,678.4 m’/day, respectively. Cluster 1, Cluster 2, and Cluster 3 treatment plants were located at Trece Martires-Indang Road, Indang- Alfonso Road, Indang-Naic Road for treatment plant 1, and Indang-Alfonso Bypass Road for treatment plant 2, respectively. The study revealed that the estimated materials and labor costs for Php 5,964,760.97 and Php 13,554,180.00, respectively. The total project cost were Php 19,518,940.97. The authors recommend the use of Rational Method for the computation of discharge for small drainage area, and the use of Manning’s formula for computing the drainage dimension. In addition, the authors also recommend designing appropriate drainage systems to the study area for the effective and efficient flow of stormwater to designated outfalls. And lastly, the design of sewage treatment facilities must be enough or better yet has definite allowance, to carry the discharge of stormwater and sewage.
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Design Project (Bachelor of Science in Civil Engineering) Cavite State University

Includes bibliographical references.

College of Engineering and Information Technology (CEIT)

ARIBAN, MARK GEROME E., and TARROJA, RALPH JESON C. Proposed Design of a Drainage System Along Barangay Poblacion, Indang, Cavite. Undergraduate Design Project. Bachelor of Science in Civil Engineering. Cavite State University, Indang, Cavite. May 2017. Adviser: Engr. Roslyn P. Pefia

The Proposed Design of Drainage System along Barangay Poblacion, Indang, Cavite was conducted from August 2016 to March 2017 at Cavite State University. The study aimed to provide a design of drainage system along Barangay Poblacion, Indang, Cavite which can be used as reference of incoming Civil Engineering students, Municipality of Indang, and Cavite State University for future implementation. The study included the design of drainage system, detailed cost estimates of materials and labor used using a man-hour basis method.

The objectives of the study were to provide a drainage system along Barangay Poblacion, Indang, Cavite. Specifically, it aimed to increase and enhance the authors’ knowledge about designing drainage systems, provide design of the drainage system, provide the detailed cost estimate and specification of the drainage system, and provide tarpaulin to showcase the study.

The drainage system adopted the Reinforced Culvert Pipe. The diameter of RCP per drainage line was computed to be the most efficient and economical design. The storage capacity of the treatment plants per day of Cluster 1, Cluster 2, Cluster 3, treatment plant | and treatment plant 2, was 64,696 m?/day, 95,584 m’/day, 42,456.96 m’/day, and 83,678.4 m’/day, respectively. Cluster 1, Cluster 2, and Cluster 3 treatment plants were located at Trece Martires-Indang Road, Indang- Alfonso Road, Indang-Naic Road for treatment plant 1, and Indang-Alfonso Bypass Road for treatment plant 2, respectively. The study revealed that the estimated materials and labor costs for Php 5,964,760.97 and Php 13,554,180.00, respectively. The total project cost were Php 19,518,940.97.

The authors recommend the use of Rational Method for the computation of discharge for small drainage area, and the use of Manning’s formula for computing the drainage dimension. In addition, the authors also recommend designing appropriate drainage systems to the study area for the effective and efficient flow of stormwater to designated outfalls. And lastly, the design of sewage treatment facilities must be enough or better yet has definite allowance, to carry the discharge of stormwater and sewage.

Submitted copy to the University Library. 11-13-2017 DP-563

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