Penurunan Risiko Banjir Menggunakan Kolam Takungan Kering

Effect of urbanizations on increasing peak discharge and volume of runoff caused serious flood risk impact. Therefore, quantity and quality control of runoff by control at source concept have been implemented. This research studies the effectiveness of Bio-Ecological Drainage System (BIOECODS)...

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Main Author: Asmuni, Noredah
Format: Monograph
Language:English
Published: Universiti Sains Malaysia 2006
Subjects:
Online Access:http://eprints.usm.my/58440/1/Penurunan%20Risiko%20Banjir%20Menggunakan%20Kolam%20Takungan%20Kering_Noredah%20Asmuni.pdf
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spelling my.usm.eprints.58440 http://eprints.usm.my/58440/ Penurunan Risiko Banjir Menggunakan Kolam Takungan Kering Asmuni, Noredah T Technology TA Engineering (General). Civil engineering (General) Effect of urbanizations on increasing peak discharge and volume of runoff caused serious flood risk impact. Therefore, quantity and quality control of runoff by control at source concept have been implemented. This research studies the effectiveness of Bio-Ecological Drainage System (BIOECODS) that combine the system of infiltration, storage, flow retardation, swale and water treatment as stated in Urban Stormwater Management Manual (MSMA). A study of “Flood Risk Reduction Using Dry Pond” have been completed to study one of BIOECODS component, dry pond as runoff storage and its capability to retain stormwater runoff. The result from this research show that dry ponds application are effective to retain a volume of stormwater runoff, reduce peak flow and reduce flood risk impact. Infiltration test and sieve analysis test were carried out to know the dry pond effectiveness to infiltrate through the soil and reduce the peak flow. From the study it is concluded that the dry ponds are effective to reduce peak flow, detention storage system at certain volume and can be use as an application to reduce the flood risk. Universiti Sains Malaysia 2006-05-01 Monograph NonPeerReviewed application/pdf en http://eprints.usm.my/58440/1/Penurunan%20Risiko%20Banjir%20Menggunakan%20Kolam%20Takungan%20Kering_Noredah%20Asmuni.pdf Asmuni, Noredah (2006) Penurunan Risiko Banjir Menggunakan Kolam Takungan Kering. Project Report. Universiti Sains Malaysia, Pusat Pengajian Kejuruteraan Awam. (Submitted)
institution Universiti Sains Malaysia
building Hamzah Sendut Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Sains Malaysia
content_source USM Institutional Repository
url_provider http://eprints.usm.my/
language English
topic T Technology
TA Engineering (General). Civil engineering (General)
spellingShingle T Technology
TA Engineering (General). Civil engineering (General)
Asmuni, Noredah
Penurunan Risiko Banjir Menggunakan Kolam Takungan Kering
description Effect of urbanizations on increasing peak discharge and volume of runoff caused serious flood risk impact. Therefore, quantity and quality control of runoff by control at source concept have been implemented. This research studies the effectiveness of Bio-Ecological Drainage System (BIOECODS) that combine the system of infiltration, storage, flow retardation, swale and water treatment as stated in Urban Stormwater Management Manual (MSMA). A study of “Flood Risk Reduction Using Dry Pond” have been completed to study one of BIOECODS component, dry pond as runoff storage and its capability to retain stormwater runoff. The result from this research show that dry ponds application are effective to retain a volume of stormwater runoff, reduce peak flow and reduce flood risk impact. Infiltration test and sieve analysis test were carried out to know the dry pond effectiveness to infiltrate through the soil and reduce the peak flow. From the study it is concluded that the dry ponds are effective to reduce peak flow, detention storage system at certain volume and can be use as an application to reduce the flood risk.
format Monograph
author Asmuni, Noredah
author_facet Asmuni, Noredah
author_sort Asmuni, Noredah
title Penurunan Risiko Banjir Menggunakan Kolam Takungan Kering
title_short Penurunan Risiko Banjir Menggunakan Kolam Takungan Kering
title_full Penurunan Risiko Banjir Menggunakan Kolam Takungan Kering
title_fullStr Penurunan Risiko Banjir Menggunakan Kolam Takungan Kering
title_full_unstemmed Penurunan Risiko Banjir Menggunakan Kolam Takungan Kering
title_sort penurunan risiko banjir menggunakan kolam takungan kering
publisher Universiti Sains Malaysia
publishDate 2006
url http://eprints.usm.my/58440/1/Penurunan%20Risiko%20Banjir%20Menggunakan%20Kolam%20Takungan%20Kering_Noredah%20Asmuni.pdf
http://eprints.usm.my/58440/
_version_ 1768007883404869632
score 13.15806