ctrlnum 1320
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/1320/</relation><title>PERENCANAAN SALURAN DRAINASE DAN KOLAM RETENSI&#xD; KOMPLEK SANGKURIANG&#xD; KEL. SAKO KEC. SAKO&#xD; KOTA PALEMBANG</title><creator>Safutra, Edo </creator><creator>Yudistira, Yudha </creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>Channel Planning and Retention Pool Sangkuriang District Sako of Sako&#xD; Palembang City&#xD; Subdistrict Sako is a residential area which is increase from year-to-year,&#xD; because the increase, the frequent flooding problems for the people. The purpose of the&#xD; writers wants to plan water debit and channel dimensions were entered into the retention&#xD; pool. The methodology used is to collect secondary data.&#xD; From the results of these calculations related to calculate the water debit which&#xD; would then be used to analyze the Gumbel. From the results of the analysis obtained is&#xD; by the calculation of with the Rainfall intensity projection with method Mononobe at&#xD; 4,5797 m3/s. In addition to the retention pool can hold water, it takes volume of&#xD; 82403,847 m3 reservoir plan with the budget plan of Rp. 2.635.248.000,00 with&#xD; processing time 245 days.&#xD; Based on the results the writers concluded that the planning of drainage area is&#xD; planned in the District Sako of Sako Palembang, can accommodate runoff discharge and&#xD; discharge home. Retention pool and reservoir volume can accommodate discharge goes&#xD; 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/1320/1/1.Cover%20Laporan.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1320/2/2.BAB%20I.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1320/3/3.BAB%20II.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1320/4/4.BAB%20III.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1320/5/5.BAB%20IV.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1320/6/6.BAB%20V.pdf</identifier><type>Book:Book</type><language>eng</language><identifier>http://eprints.polsri.ac.id/1320/7/7.Daftar%20Pustaka.pdf</identifier><identifier> Safutra, Edo and Yudistira, Yudha (2014) PERENCANAAN SALURAN DRAINASE DAN KOLAM RETENSI KOMPLEK SANGKURIANG KEL. SAKO KEC. SAKO KOTA PALEMBANG. Other thesis, Politeknik Negeri Sriwijaya. </identifier><recordID>1320</recordID></dc>
language eng
format Thesis:Thesis
Thesis
PeerReview:NonPeerReviewed
PeerReview
Book:Book
Book
author Safutra, Edo
Yudistira, Yudha
title PERENCANAAN SALURAN DRAINASE DAN KOLAM RETENSI KOMPLEK SANGKURIANG KEL. SAKO KEC. SAKO KOTA PALEMBANG
publishDate 2014
topic TA Engineering (General). Civil engineering (General)
url http://eprints.polsri.ac.id/1320/1/1.Cover%20Laporan.pdf
http://eprints.polsri.ac.id/1320/2/2.BAB%20I.pdf
http://eprints.polsri.ac.id/1320/3/3.BAB%20II.pdf
http://eprints.polsri.ac.id/1320/4/4.BAB%20III.pdf
http://eprints.polsri.ac.id/1320/5/5.BAB%20IV.pdf
http://eprints.polsri.ac.id/1320/6/6.BAB%20V.pdf
http://eprints.polsri.ac.id/1320/7/7.Daftar%20Pustaka.pdf
http://eprints.polsri.ac.id/1320/
contents Channel Planning and Retention Pool Sangkuriang District Sako of Sako Palembang City Subdistrict Sako is a residential area which is increase from year-to-year, 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 4,5797 m3/s. In addition to the retention pool can hold water, it takes volume of 82403,847 m3 reservoir plan with the budget plan of Rp. 2.635.248.000,00 with processing time 245 days. Based on the results the writers concluded that the planning of drainage area is planned in the District Sako of Sako 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 IOS15200.1320
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 2021-08-25T09:28:44Z
last_indexed 2021-08-25T09:28:44Z
recordtype dc
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