Evaluating the Technical Feasibility of Retention Basins for Flood Control in Palembang City

Flood control is one of the prevention methods which involves various engineering sciences and is unique. One of structural flood control methods is retention basin with the goal of containing a certain storm event flow volume and obtaining a specific peak flow reduction. This paper’s objective is t...

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Main Authors: Febrinasti Alia, Muhammad Baitullah Al Amin, Bimo Brata Aditya, Citra Indriyati
Format: Article
Language:English
Published: ARTS Publishing Corp. 2019-04-01
Series:Science and Technology Indonesia
Subjects:
Online Access:http://sciencetechindonesia.com/index.php/jsti/article/view/160
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spelling doaj-eed4baf5da3a4e608482a982c841ec932020-11-25T01:57:59ZengARTS Publishing Corp.Science and Technology Indonesia2580-44052580-43912019-04-0142405110.26554/sti.2019.4.2.40-51Evaluating the Technical Feasibility of Retention Basins for Flood Control in Palembang CityFebrinasti Alia0Muhammad Baitullah Al Amin1Bimo Brata Aditya2Citra Indriyati3Sriwijaya UniversitySriwijaya UniversitySriwijaya UniversitySriwijaya UniversityFlood control is one of the prevention methods which involves various engineering sciences and is unique. One of structural flood control methods is retention basin with the goal of containing a certain storm event flow volume and obtaining a specific peak flow reduction. This paper’s objective is to describe how to assess the performance of retention basin physical components quantitatively on seven retention basins in Palembang City. The reference and the parameter used in this research are referred to Drainage Systems Assessment Design (Vadlon, 2011) that is based on Standard Procedure of Retention Basins and Polders Construction according to Public Works Ministry of Cipta Karya Directorate General and the Regulation of Public Work Ministry No.32/PRT/M/2007. The result of the assessment is that there are three retention basins which are in good condition, namely Kambang Iwak Besak (63,9%), Simpang Polda (60,34%), and Kambang Iwak Kecil (56,8%); meanwhile the other four basins are in bad conditions, namely RS. Siti Khodijah (43,01%), Palembang Icon (41,93%), Kemang Manis (7,03%), and Brimob (0,94%). Therefore, the assessment of the retention basins towards its effectiveness on flood controlling and handling priority level is done by hydraulic modeling simulations and GIS. 4. Based on the inundation priority assessment of simulated flood depth and duration, it can be inferred that the retention basin of Kambang Iwak Besak, Kambang Iwak Kecik, Palembang Icon, RS Siti Khodijah, and Kemang Manis have low priority handling level. Meanwhile, Brimob and Simpang Polda retention basins have high priority handling level.http://sciencetechindonesia.com/index.php/jsti/article/view/160Retention basinassessmentflood control
collection DOAJ
language English
format Article
sources DOAJ
author Febrinasti Alia
Muhammad Baitullah Al Amin
Bimo Brata Aditya
Citra Indriyati
spellingShingle Febrinasti Alia
Muhammad Baitullah Al Amin
Bimo Brata Aditya
Citra Indriyati
Evaluating the Technical Feasibility of Retention Basins for Flood Control in Palembang City
Science and Technology Indonesia
Retention basin
assessment
flood control
author_facet Febrinasti Alia
Muhammad Baitullah Al Amin
Bimo Brata Aditya
Citra Indriyati
author_sort Febrinasti Alia
title Evaluating the Technical Feasibility of Retention Basins for Flood Control in Palembang City
title_short Evaluating the Technical Feasibility of Retention Basins for Flood Control in Palembang City
title_full Evaluating the Technical Feasibility of Retention Basins for Flood Control in Palembang City
title_fullStr Evaluating the Technical Feasibility of Retention Basins for Flood Control in Palembang City
title_full_unstemmed Evaluating the Technical Feasibility of Retention Basins for Flood Control in Palembang City
title_sort evaluating the technical feasibility of retention basins for flood control in palembang city
publisher ARTS Publishing Corp.
series Science and Technology Indonesia
issn 2580-4405
2580-4391
publishDate 2019-04-01
description Flood control is one of the prevention methods which involves various engineering sciences and is unique. One of structural flood control methods is retention basin with the goal of containing a certain storm event flow volume and obtaining a specific peak flow reduction. This paper’s objective is to describe how to assess the performance of retention basin physical components quantitatively on seven retention basins in Palembang City. The reference and the parameter used in this research are referred to Drainage Systems Assessment Design (Vadlon, 2011) that is based on Standard Procedure of Retention Basins and Polders Construction according to Public Works Ministry of Cipta Karya Directorate General and the Regulation of Public Work Ministry No.32/PRT/M/2007. The result of the assessment is that there are three retention basins which are in good condition, namely Kambang Iwak Besak (63,9%), Simpang Polda (60,34%), and Kambang Iwak Kecil (56,8%); meanwhile the other four basins are in bad conditions, namely RS. Siti Khodijah (43,01%), Palembang Icon (41,93%), Kemang Manis (7,03%), and Brimob (0,94%). Therefore, the assessment of the retention basins towards its effectiveness on flood controlling and handling priority level is done by hydraulic modeling simulations and GIS. 4. Based on the inundation priority assessment of simulated flood depth and duration, it can be inferred that the retention basin of Kambang Iwak Besak, Kambang Iwak Kecik, Palembang Icon, RS Siti Khodijah, and Kemang Manis have low priority handling level. Meanwhile, Brimob and Simpang Polda retention basins have high priority handling level.
topic Retention basin
assessment
flood control
url http://sciencetechindonesia.com/index.php/jsti/article/view/160
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