Flood Problem at Junction Kg. Sentang : It causes and the Engineering Solutions

A case study was conducted at the development area in Batu Gajah, Perak Darul Ridzuan, (Taman Batu Gajah and Kg. Tersusun Sentang). This particular research covers analytical approaches to the issue of flash flood recurrence at the problem area for the past 5 years with data collected from site i...

Full description

Saved in:
Bibliographic Details
Main Author: Meohan@ Ashaari, Mohd Annan
Format: Final Year Project
Language:English
Published: Universiti Teknologi PETRONAS 2008
Subjects:
Online Access:http://utpedia.utp.edu.my/9975/1/2008%20Bachelor%20-%20Flood%20Problem%20At%20Junction%20Kg%20Sentang-It%20Cause%20And%20The%20Engineering%20Solutions.pdf
http://utpedia.utp.edu.my/9975/
Tags: Add Tag
No Tags, Be the first to tag this record!
id my-utp-utpedia.9975
record_format eprints
spelling my-utp-utpedia.99752017-01-25T09:44:56Z http://utpedia.utp.edu.my/9975/ Flood Problem at Junction Kg. Sentang : It causes and the Engineering Solutions Meohan@ Ashaari, Mohd Annan TA Engineering (General). Civil engineering (General) A case study was conducted at the development area in Batu Gajah, Perak Darul Ridzuan, (Taman Batu Gajah and Kg. Tersusun Sentang). This particular research covers analytical approaches to the issue of flash flood recurrence at the problem area for the past 5 years with data collected from site investigation, surveys with the local residents and interviews with the responsible authorities. Relevant data was analyzed and the existing drain capacity and peak flow of 0.96 m3 /s and l.l4 m3/s respectively were obtained. The study covers a catchment area of 3.7 hectares. The way of the existing drainage design was implemented and constructed could be traced back to the early planning stage of the development in Batu Gajah area namely during early 1970's. The study found that there is a discrepancy between the actual performance and the intended capacity of the drainage system. Application of On-Site Detention storage (OSD) was analyzed for possible alternative to mitigate the flood problem. The OSD was found to be able to reduce the peak flow to 0.15 m3 /s and alleviate the problem. Universiti Teknologi PETRONAS 2008-07 Final Year Project NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/9975/1/2008%20Bachelor%20-%20Flood%20Problem%20At%20Junction%20Kg%20Sentang-It%20Cause%20And%20The%20Engineering%20Solutions.pdf Meohan@ Ashaari, Mohd Annan (2008) Flood Problem at Junction Kg. Sentang : It causes and the Engineering Solutions. Universiti Teknologi PETRONAS. (Unpublished)
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Electronic and Digitized Intellectual Asset
url_provider http://utpedia.utp.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Meohan@ Ashaari, Mohd Annan
Flood Problem at Junction Kg. Sentang : It causes and the Engineering Solutions
description A case study was conducted at the development area in Batu Gajah, Perak Darul Ridzuan, (Taman Batu Gajah and Kg. Tersusun Sentang). This particular research covers analytical approaches to the issue of flash flood recurrence at the problem area for the past 5 years with data collected from site investigation, surveys with the local residents and interviews with the responsible authorities. Relevant data was analyzed and the existing drain capacity and peak flow of 0.96 m3 /s and l.l4 m3/s respectively were obtained. The study covers a catchment area of 3.7 hectares. The way of the existing drainage design was implemented and constructed could be traced back to the early planning stage of the development in Batu Gajah area namely during early 1970's. The study found that there is a discrepancy between the actual performance and the intended capacity of the drainage system. Application of On-Site Detention storage (OSD) was analyzed for possible alternative to mitigate the flood problem. The OSD was found to be able to reduce the peak flow to 0.15 m3 /s and alleviate the problem.
format Final Year Project
author Meohan@ Ashaari, Mohd Annan
author_facet Meohan@ Ashaari, Mohd Annan
author_sort Meohan@ Ashaari, Mohd Annan
title Flood Problem at Junction Kg. Sentang : It causes and the Engineering Solutions
title_short Flood Problem at Junction Kg. Sentang : It causes and the Engineering Solutions
title_full Flood Problem at Junction Kg. Sentang : It causes and the Engineering Solutions
title_fullStr Flood Problem at Junction Kg. Sentang : It causes and the Engineering Solutions
title_full_unstemmed Flood Problem at Junction Kg. Sentang : It causes and the Engineering Solutions
title_sort flood problem at junction kg. sentang : it causes and the engineering solutions
publisher Universiti Teknologi PETRONAS
publishDate 2008
url http://utpedia.utp.edu.my/9975/1/2008%20Bachelor%20-%20Flood%20Problem%20At%20Junction%20Kg%20Sentang-It%20Cause%20And%20The%20Engineering%20Solutions.pdf
http://utpedia.utp.edu.my/9975/
_version_ 1739831746197716992
score 13.211869