ctrlnum 1282
fullrecord <?xml version="1.0"?> <dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><relation>http://eprints.polsri.ac.id/1282/</relation><title>Perencanaan Saluran dan Kolam Retensi Daerah Kedamaian Kecamatan&#xD; Kalidoni Palembang Provinsi Sumatera Selatan</title><creator>Oktariansyah, Panca </creator><creator>Siahaan, Parlindungan </creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>Channel Planning and Retention Pool District kedamaian of Kalidoni&#xD; Palembang Province Of South Sumatera&#xD; Subdistrict Kalidoni is a residential area which is increase from year-toyear,&#xD; because the increase, the frequent flooding problems for the people. The&#xD; purpose of the writers wants to plan water debit and channel dimensions were&#xD; entered into the retention pool. The methodology used is to collect secondary&#xD; data.&#xD; From the results of these calculations related to calculate the water debit&#xD; which would then be used to analyze the Gumbel. From the results of the&#xD; analysis obtained is by the calculation of with the Rainfall intensity projection&#xD; with method Mononobe at 401.2242 mm / h. In addition to the retention pool&#xD; can hold water, it takes volume of 74705.407 m3 reservoir plan with the budget&#xD; plan of Rp. 8,517,246,000.00 with processing time 163 days.&#xD; Based on the results the writers concluded that the planning of drainage&#xD; area is planned in the District kedamaian of Kalidoni Palembang, can&#xD; accommodate runoff discharge and discharge home. Retention pool and&#xD; reservoir volume can accommodate discharge goes into retention pool&#xD; Keywords : Retention, Water Discharge, Gumbel, Mononobe</description><date>2014-07</date><type>Thesis:Thesis</type><type>PeerReview:NonPeerReviewed</type><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1282/1/Cover%20-%20Daftar%20isi.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1282/2/BAB%20I.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1282/3/BAB%20II.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1282/4/BAB%20III.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1282/6/BAB%20IV.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1282/5/BAB%20V.pdf</identifier><type>Other:Other</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1282/24/lightbox.jpg</identifier><identifier> Oktariansyah, Panca and Siahaan, Parlindungan (2014) Perencanaan Saluran dan Kolam Retensi Daerah Kedamaian Kecamatan Kalidoni Palembang Provinsi Sumatera Selatan. Other thesis, Politeknik Negeri Sriwijaya. </identifier><recordID>1282</recordID></dc>
language eng
format Thesis:Thesis
Thesis
PeerReview:NonPeerReviewed
PeerReview
Book:Book
Book
Other:Other
Other
author Oktariansyah, Panca
Siahaan, Parlindungan
title Perencanaan Saluran dan Kolam Retensi Daerah Kedamaian Kecamatan Kalidoni Palembang Provinsi Sumatera Selatan
publishDate 2014
topic TA Engineering (General). Civil engineering (General)
url http://eprints.polsri.ac.id/1282/1/Cover%20-%20Daftar%20isi.pdf
http://eprints.polsri.ac.id/1282/2/BAB%20I.pdf
http://eprints.polsri.ac.id/1282/3/BAB%20II.pdf
http://eprints.polsri.ac.id/1282/4/BAB%20III.pdf
http://eprints.polsri.ac.id/1282/6/BAB%20IV.pdf
http://eprints.polsri.ac.id/1282/5/BAB%20V.pdf
http://eprints.polsri.ac.id/1282/24/lightbox.jpg
http://eprints.polsri.ac.id/1282/
contents Channel Planning and Retention Pool District kedamaian of Kalidoni Palembang Province Of South Sumatera Subdistrict Kalidoni is a residential area which is increase from year-toyear, because the increase, the frequent flooding problems for the people. The purpose of the writers wants to plan water debit and channel dimensions were entered into the retention pool. The methodology used is to collect secondary data. From the results of these calculations related to calculate the water debit which would then be used to analyze the Gumbel. From the results of the analysis obtained is by the calculation of with the Rainfall intensity projection with method Mononobe at 401.2242 mm / h. In addition to the retention pool can hold water, it takes volume of 74705.407 m3 reservoir plan with the budget plan of Rp. 8,517,246,000.00 with processing time 163 days. Based on the results the writers concluded that the planning of drainage area is planned in the District kedamaian of Kalidoni Palembang, can accommodate runoff discharge and discharge home. Retention pool and reservoir volume can accommodate discharge goes into retention pool Keywords : Retention, Water Discharge, Gumbel, Mononobe
id IOS15200.1282
institution Politeknik Negeri Sriwijaya
institution_id 186
institution_type library:university
library
library Perpustakaan Politeknik Negeri Sriwijaya
library_id 333
collection Perpustakaan Politeknik Negeri Sriwijaya
repository_id 15200
city KOTA PALEMBANG
province SUMATERA SELATAN
repoId IOS15200
first_indexed 2021-08-25T09:28:38Z
last_indexed 2021-08-25T09:28:38Z
recordtype dc
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