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Kecamatan Coblong is one of Kecamatan located in Bandung. Kecamatan Coblong has 6 Kelurahan and its area is about 743.3 hectares. It is located 770 msl. The rapid development in Bandung increases the amount of building and reduces the recharging area. Average of rain drop in Kecamatan Coblong is abo...

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Main Author: Fiqri Al Akbar ( NIM :15713023 ), Muhammad
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/23232
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:23232
spelling id-itb.:232322017-09-27T14:23:19Z#TITLE_ALTERNATIVE# Fiqri Al Akbar ( NIM :15713023 ), Muhammad Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/23232 Kecamatan Coblong is one of Kecamatan located in Bandung. Kecamatan Coblong has 6 Kelurahan and its area is about 743.3 hectares. It is located 770 msl. The rapid development in Bandung increases the amount of building and reduces the recharging area. Average of rain drop in Kecamatan Coblong is about 2,665 mm/year. Topography of Kecamatan Coblong is relatively tilted and some area in Kelurahan Sadang Serang is formed by hills. One of solution that can be applied to resolve water overflow in Kecamatan Coblong is build a drainage system using environmental approach. In order to resolve that problems, it is needed to clean the water conduit, recalculate dimension of conduit, and conduit development. In this study, Rain intensity is picked from several raining period, 5 years period for tertiary conduit, 10 years period for secondary conduit, and 25 years period for primary conduit. The result of hydrology calculation showed that amount of rain drop during 5 years period is 101.875 mm/day, 10 years period is 117.168 mm/day, and 25 years period is 136.491 mm/day. Cikapundung, Lebak larang and watershed has been chosen as a study area for this environmental drainage system application. The planned retention pond is 3 pieces with a total discharge capacity of 4.06 m3 / s and is capable of absorbing water of 35,074,940 m3/year. The planned drainage channel is 22,620 meters. Channels are built using precast concrete materials. Channel equipment in the form of culverts, street inlet and outfall. The total culvert to be made is 45 pieces. The total planned outfall amounts to 11 pieces. The cost of repair and channel development in Coblong Sub-district is planned to be51,743,505,098 rupiahs <br /> <br /> text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description Kecamatan Coblong is one of Kecamatan located in Bandung. Kecamatan Coblong has 6 Kelurahan and its area is about 743.3 hectares. It is located 770 msl. The rapid development in Bandung increases the amount of building and reduces the recharging area. Average of rain drop in Kecamatan Coblong is about 2,665 mm/year. Topography of Kecamatan Coblong is relatively tilted and some area in Kelurahan Sadang Serang is formed by hills. One of solution that can be applied to resolve water overflow in Kecamatan Coblong is build a drainage system using environmental approach. In order to resolve that problems, it is needed to clean the water conduit, recalculate dimension of conduit, and conduit development. In this study, Rain intensity is picked from several raining period, 5 years period for tertiary conduit, 10 years period for secondary conduit, and 25 years period for primary conduit. The result of hydrology calculation showed that amount of rain drop during 5 years period is 101.875 mm/day, 10 years period is 117.168 mm/day, and 25 years period is 136.491 mm/day. Cikapundung, Lebak larang and watershed has been chosen as a study area for this environmental drainage system application. The planned retention pond is 3 pieces with a total discharge capacity of 4.06 m3 / s and is capable of absorbing water of 35,074,940 m3/year. The planned drainage channel is 22,620 meters. Channels are built using precast concrete materials. Channel equipment in the form of culverts, street inlet and outfall. The total culvert to be made is 45 pieces. The total planned outfall amounts to 11 pieces. The cost of repair and channel development in Coblong Sub-district is planned to be51,743,505,098 rupiahs <br /> <br />
format Final Project
author Fiqri Al Akbar ( NIM :15713023 ), Muhammad
spellingShingle Fiqri Al Akbar ( NIM :15713023 ), Muhammad
#TITLE_ALTERNATIVE#
author_facet Fiqri Al Akbar ( NIM :15713023 ), Muhammad
author_sort Fiqri Al Akbar ( NIM :15713023 ), Muhammad
title #TITLE_ALTERNATIVE#
title_short #TITLE_ALTERNATIVE#
title_full #TITLE_ALTERNATIVE#
title_fullStr #TITLE_ALTERNATIVE#
title_full_unstemmed #TITLE_ALTERNATIVE#
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url https://digilib.itb.ac.id/gdl/view/23232
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