ANALISA DAYA TAMPUNG KOLAM RETENSI 10 ILIR UNTUK PENGENDALIAN BANJIR SUB DAS BENDUNG KOTA PALEMBANG
Abstract Retention pool in the village of 10 ilir Palembang city serves as a rainwater reservoir. Decreased river flow capacity and inlet retention ponds (inlets) due to the accumulation of waste from surrounding communities as well as sludge deposits or sedimentation leads to reduced capacity of th...
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ftunivnpalembang:oai:repository.um-palembang.ac.id:3965 2023-05-15T18:03:05+02:00 ANALISA DAYA TAMPUNG KOLAM RETENSI 10 ILIR UNTUK PENGENDALIAN BANJIR SUB DAS BENDUNG KOTA PALEMBANG DENI HARDINATA, NIM 112014010 2019-02-26 text http://repository.um-palembang.ac.id/id/eprint/3965/ http://repository.um-palembang.ac.id/id/eprint/3965/1/112014010_BAB%20I_DAFTAR%20PUSTAKA.pdf http://repository.um-palembang.ac.id/id/eprint/3965/2/112014010_BAB%20II_%20SAMPAI_BAB%20TERAKHIR.pdf en eng http://repository.um-palembang.ac.id/id/eprint/3965/1/112014010_BAB%20I_DAFTAR%20PUSTAKA.pdf http://repository.um-palembang.ac.id/id/eprint/3965/2/112014010_BAB%20II_%20SAMPAI_BAB%20TERAKHIR.pdf DENI HARDINATA, NIM 112014010 (2019) ANALISA DAYA TAMPUNG KOLAM RETENSI 10 ILIR UNTUK PENGENDALIAN BANJIR SUB DAS BENDUNG KOTA PALEMBANG. Skripsi thesis, Universitas Muhammadiyah Palembang. Teknik Hidraulis Thesis NonPeerReviewed 2019 ftunivnpalembang 2022-06-19T10:37:47Z Abstract Retention pool in the village of 10 ilir Palembang city serves as a rainwater reservoir. Decreased river flow capacity and inlet retention ponds (inlets) due to the accumulation of waste from surrounding communities as well as sludge deposits or sedimentation leads to reduced capacity of the river. Retention pond is a pool where waste water entering the pond is flowed into the river. During the rain, the floodgates out of the pond are closed and the water around the pond is flowed into the pond. Then after the rain has subsided and the sewer is empty, the floodgates are opened so that water from the pond can flow to the canal which then leads to the river. Based on the results of the research, the total capacity of retention pond inlet is 134,258 m3 / det volume of retention ponds in the village of 10 ilir ilir timur II sub-district of Palembang at 41,850 m3 and the inlet capacity is 99,8692.2 m3 / sec so that the retention pool will flood for more from 1.06 hours. Keywords: Flood, Capacity, Retention Pool Thesis Pond Inlet Repository Universitas Muhammadiyah Palembang Pond Inlet ENVELOPE(-77.960,-77.960,72.699,72.699) |
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Repository Universitas Muhammadiyah Palembang |
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ftunivnpalembang |
language |
English |
topic |
Teknik Hidraulis |
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Teknik Hidraulis DENI HARDINATA, NIM 112014010 ANALISA DAYA TAMPUNG KOLAM RETENSI 10 ILIR UNTUK PENGENDALIAN BANJIR SUB DAS BENDUNG KOTA PALEMBANG |
topic_facet |
Teknik Hidraulis |
description |
Abstract Retention pool in the village of 10 ilir Palembang city serves as a rainwater reservoir. Decreased river flow capacity and inlet retention ponds (inlets) due to the accumulation of waste from surrounding communities as well as sludge deposits or sedimentation leads to reduced capacity of the river. Retention pond is a pool where waste water entering the pond is flowed into the river. During the rain, the floodgates out of the pond are closed and the water around the pond is flowed into the pond. Then after the rain has subsided and the sewer is empty, the floodgates are opened so that water from the pond can flow to the canal which then leads to the river. Based on the results of the research, the total capacity of retention pond inlet is 134,258 m3 / det volume of retention ponds in the village of 10 ilir ilir timur II sub-district of Palembang at 41,850 m3 and the inlet capacity is 99,8692.2 m3 / sec so that the retention pool will flood for more from 1.06 hours. Keywords: Flood, Capacity, Retention Pool |
format |
Thesis |
author |
DENI HARDINATA, NIM 112014010 |
author_facet |
DENI HARDINATA, NIM 112014010 |
author_sort |
DENI HARDINATA, NIM 112014010 |
title |
ANALISA DAYA TAMPUNG KOLAM RETENSI 10 ILIR UNTUK PENGENDALIAN BANJIR SUB DAS BENDUNG KOTA PALEMBANG |
title_short |
ANALISA DAYA TAMPUNG KOLAM RETENSI 10 ILIR UNTUK PENGENDALIAN BANJIR SUB DAS BENDUNG KOTA PALEMBANG |
title_full |
ANALISA DAYA TAMPUNG KOLAM RETENSI 10 ILIR UNTUK PENGENDALIAN BANJIR SUB DAS BENDUNG KOTA PALEMBANG |
title_fullStr |
ANALISA DAYA TAMPUNG KOLAM RETENSI 10 ILIR UNTUK PENGENDALIAN BANJIR SUB DAS BENDUNG KOTA PALEMBANG |
title_full_unstemmed |
ANALISA DAYA TAMPUNG KOLAM RETENSI 10 ILIR UNTUK PENGENDALIAN BANJIR SUB DAS BENDUNG KOTA PALEMBANG |
title_sort |
analisa daya tampung kolam retensi 10 ilir untuk pengendalian banjir sub das bendung kota palembang |
publishDate |
2019 |
url |
http://repository.um-palembang.ac.id/id/eprint/3965/ http://repository.um-palembang.ac.id/id/eprint/3965/1/112014010_BAB%20I_DAFTAR%20PUSTAKA.pdf http://repository.um-palembang.ac.id/id/eprint/3965/2/112014010_BAB%20II_%20SAMPAI_BAB%20TERAKHIR.pdf |
long_lat |
ENVELOPE(-77.960,-77.960,72.699,72.699) |
geographic |
Pond Inlet |
geographic_facet |
Pond Inlet |
genre |
Pond Inlet |
genre_facet |
Pond Inlet |
op_relation |
http://repository.um-palembang.ac.id/id/eprint/3965/1/112014010_BAB%20I_DAFTAR%20PUSTAKA.pdf http://repository.um-palembang.ac.id/id/eprint/3965/2/112014010_BAB%20II_%20SAMPAI_BAB%20TERAKHIR.pdf DENI HARDINATA, NIM 112014010 (2019) ANALISA DAYA TAMPUNG KOLAM RETENSI 10 ILIR UNTUK PENGENDALIAN BANJIR SUB DAS BENDUNG KOTA PALEMBANG. Skripsi thesis, Universitas Muhammadiyah Palembang. |
_version_ |
1766173789792501760 |