Perencanaan Kolam Retensi untuk Penanganan Banjir di Kecamatan Cicendo Kota Bandung

The current solution Bandung City Government do to avoiding flood was building the retarding basin. The purpose of this research was to plan the retention basin’s discharge, volume and area. This research was conducted on Bima Street, Cicendo which is drained by Citepus River. The research data incl...

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Main Authors: Wahyu Al’amin, Yati Muliati
Format: Article
Language:English
Published: University of Brawijaya 2023-05-01
Series:Rekayasa Sipil
Subjects:
Online Access:https://rekayasasipil.ub.ac.id/index.php/rs/article/view/842/573
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author Wahyu Al’amin
Yati Muliati
author_facet Wahyu Al’amin
Yati Muliati
author_sort Wahyu Al’amin
collection DOAJ
description The current solution Bandung City Government do to avoiding flood was building the retarding basin. The purpose of this research was to plan the retention basin’s discharge, volume and area. This research was conducted on Bima Street, Cicendo which is drained by Citepus River. The research data includes rainfall data from five rain posts, maps and existing river conditions. The analysis contains catchment area made from ArcGis program which result are 40 km2. Hydrological analysis produces the planned rain discharge for 100 years return period which is 20,22658 m3/s. Hydraulics analysis which is finding the discharge river existing. Basin discharge acquired from differences between rain discharge and river discharge then plan for inlet and outlet doors. Total capacity of retarding basin was 4360,5 m3. Inlet and outlet doors are planned each two doors with 2 meters width and 1 meter height.
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spelling doaj.art-dcae75726be94f3882e302ea93ea68d82023-05-04T02:35:07ZengUniversity of BrawijayaRekayasa Sipil1978-56582502-63482023-05-01172115121https://doi.org/10.21776/ub.rekayasasipil.2023.017.02.1Perencanaan Kolam Retensi untuk Penanganan Banjir di Kecamatan Cicendo Kota BandungWahyu Al’amin0Yati Muliati1Institut Teknologi Nasional BandungInstitut Teknologi Nasional BandungThe current solution Bandung City Government do to avoiding flood was building the retarding basin. The purpose of this research was to plan the retention basin’s discharge, volume and area. This research was conducted on Bima Street, Cicendo which is drained by Citepus River. The research data includes rainfall data from five rain posts, maps and existing river conditions. The analysis contains catchment area made from ArcGis program which result are 40 km2. Hydrological analysis produces the planned rain discharge for 100 years return period which is 20,22658 m3/s. Hydraulics analysis which is finding the discharge river existing. Basin discharge acquired from differences between rain discharge and river discharge then plan for inlet and outlet doors. Total capacity of retarding basin was 4360,5 m3. Inlet and outlet doors are planned each two doors with 2 meters width and 1 meter height.https://rekayasasipil.ub.ac.id/index.php/rs/article/view/842/573floodretarding basin
spellingShingle Wahyu Al’amin
Yati Muliati
Perencanaan Kolam Retensi untuk Penanganan Banjir di Kecamatan Cicendo Kota Bandung
Rekayasa Sipil
flood
retarding basin
title Perencanaan Kolam Retensi untuk Penanganan Banjir di Kecamatan Cicendo Kota Bandung
title_full Perencanaan Kolam Retensi untuk Penanganan Banjir di Kecamatan Cicendo Kota Bandung
title_fullStr Perencanaan Kolam Retensi untuk Penanganan Banjir di Kecamatan Cicendo Kota Bandung
title_full_unstemmed Perencanaan Kolam Retensi untuk Penanganan Banjir di Kecamatan Cicendo Kota Bandung
title_short Perencanaan Kolam Retensi untuk Penanganan Banjir di Kecamatan Cicendo Kota Bandung
title_sort perencanaan kolam retensi untuk penanganan banjir di kecamatan cicendo kota bandung
topic flood
retarding basin
url https://rekayasasipil.ub.ac.id/index.php/rs/article/view/842/573
work_keys_str_mv AT wahyualamin perencanaankolamretensiuntukpenangananbanjirdikecamatancicendokotabandung
AT yatimuliati perencanaankolamretensiuntukpenangananbanjirdikecamatancicendokotabandung