DRAINAGE SYSTEM PLANNING FOR FLOOD MITIGATION DEVELOPMENT AT SAMARINDA ULU DISTRICT, SAMARINDA

Samarinda City is a relatively very sloping area, the result of sedimentation from the Mahakam River inundation due to events in the macro drainage system in the form of confluence of upstream and downstream boundary conditions, namely the Mahakam watershed which is affected by equatorial and tidal...

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Main Author: Arief R, Maulana
Format: Final Project
Language:Indonesia
Subjects:
Online Access:https://digilib.itb.ac.id/gdl/view/43144
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:43144
spelling id-itb.:431442019-09-25T15:46:50ZDRAINAGE SYSTEM PLANNING FOR FLOOD MITIGATION DEVELOPMENT AT SAMARINDA ULU DISTRICT, SAMARINDA Arief R, Maulana Teknik saniter dan perkotaan; teknik perlindungan lingkungan Indonesia Final Project drainage system, backwater, polder, normaliation, embankment, pumps INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/43144 Samarinda City is a relatively very sloping area, the result of sedimentation from the Mahakam River inundation due to events in the macro drainage system in the form of confluence of upstream and downstream boundary conditions, namely the Mahakam watershed which is affected by equatorial and tidal rainfall patterns in the Mahakam River estuary affected by tidal patterns Makassar Strait semidiurnal. Samarinda Ulu District is one of the flood-prone areas that is affected by the condition of one of the Mahakam River tributaries, namely Karang Asam Kecil watershed. Karang Asam Kecil watershed as a micro drainage system has flooding problems due to natural and human factors. One of the causes of flooding is the lack of capacity of receiving water bodies, especially estuary areas that are affected by the backflow of the Mahakam River. Micro drainage system has a discharge in the estuary area reaching 43.5 m3/s for a 10-year return period with a water level elevation of +1.9 m. On the other hand the receiving water body in the Mahakam River has an elevation of +2.7 m for maximum tidal conditions with a discharge of the Mahakam River for a 20-year return period. Appropriate treatment is to build long storage type polders through river normalization and the creation of a 700 meter embankment from the estuary with the completeness of a flood gate and pump with a capacity of 19 m3/s. 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
topic Teknik saniter dan perkotaan; teknik perlindungan lingkungan
spellingShingle Teknik saniter dan perkotaan; teknik perlindungan lingkungan
Arief R, Maulana
DRAINAGE SYSTEM PLANNING FOR FLOOD MITIGATION DEVELOPMENT AT SAMARINDA ULU DISTRICT, SAMARINDA
description Samarinda City is a relatively very sloping area, the result of sedimentation from the Mahakam River inundation due to events in the macro drainage system in the form of confluence of upstream and downstream boundary conditions, namely the Mahakam watershed which is affected by equatorial and tidal rainfall patterns in the Mahakam River estuary affected by tidal patterns Makassar Strait semidiurnal. Samarinda Ulu District is one of the flood-prone areas that is affected by the condition of one of the Mahakam River tributaries, namely Karang Asam Kecil watershed. Karang Asam Kecil watershed as a micro drainage system has flooding problems due to natural and human factors. One of the causes of flooding is the lack of capacity of receiving water bodies, especially estuary areas that are affected by the backflow of the Mahakam River. Micro drainage system has a discharge in the estuary area reaching 43.5 m3/s for a 10-year return period with a water level elevation of +1.9 m. On the other hand the receiving water body in the Mahakam River has an elevation of +2.7 m for maximum tidal conditions with a discharge of the Mahakam River for a 20-year return period. Appropriate treatment is to build long storage type polders through river normalization and the creation of a 700 meter embankment from the estuary with the completeness of a flood gate and pump with a capacity of 19 m3/s.
format Final Project
author Arief R, Maulana
author_facet Arief R, Maulana
author_sort Arief R, Maulana
title DRAINAGE SYSTEM PLANNING FOR FLOOD MITIGATION DEVELOPMENT AT SAMARINDA ULU DISTRICT, SAMARINDA
title_short DRAINAGE SYSTEM PLANNING FOR FLOOD MITIGATION DEVELOPMENT AT SAMARINDA ULU DISTRICT, SAMARINDA
title_full DRAINAGE SYSTEM PLANNING FOR FLOOD MITIGATION DEVELOPMENT AT SAMARINDA ULU DISTRICT, SAMARINDA
title_fullStr DRAINAGE SYSTEM PLANNING FOR FLOOD MITIGATION DEVELOPMENT AT SAMARINDA ULU DISTRICT, SAMARINDA
title_full_unstemmed DRAINAGE SYSTEM PLANNING FOR FLOOD MITIGATION DEVELOPMENT AT SAMARINDA ULU DISTRICT, SAMARINDA
title_sort drainage system planning for flood mitigation development at samarinda ulu district, samarinda
url https://digilib.itb.ac.id/gdl/view/43144
_version_ 1821998795916836864