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ITS » Non Degree » TEKNIK SIPIL - D3
Posted by fandikaaqsa@its.ac.id at 03/03/2016 14:13:19  •  923 Views


PERANCANGAN STRUKTUR BENDUNGAN BETON WADUK TITAB KABUPATEN BULELENG PROVINSI BALI

STRUCTURE CONCRETE DAM DESIGN AT TITAB RESERVOIR BULELENG REGENCY BALI PROVINCE

Author :
SEPTENTIA, ANNISA KURNIA ( 3111030125 )
DAROJAT, ALIF HADANI




ABSTRAK

Bendungan adalah bangunan penahan air menjadi waduk. Di Desa Titab Kabupaten Buleleng Provinsi Bali yang terletak di daerah pegunungan memiliki masalah kelangkaan air pada musim kemarau dan banjir pada musim penghujan. Banyak dari penduduk desa tersebut yang masih harus mengambil air dari mata air yang cukup jauh untuk kebutuhan air bersih seharihari. Karena letak topografi yang strategis dan masalah penduduk yang ada maka pembuatan bendungan adalah solusi yang jitu. Bendungan yang akan direncanakan adalah bendungan beton karena di Desa Titab telah memenuhi persyaratan pembuatan bendungan beton yaitu curah hujan yang tinggi lereng yang sempit dan melebar kearah hulu serta pembuatannya untuk keperluan air bersih bagi penduduk sekitar. Adapun bendungan yang direncanakan memiliki periode ulang 1000 tahun dengan luas DAS Saba sebesar 6954 km2 dan panjang sungai 15 km serta data hujan harian sebanyak 18 tahun. Proses perencanaan dengan menggunakan metode curah hujan rata-rata polygon Thiessen distribusi frekuensi log pearson tipe III hidrograf banjir Nakayasu perencanaan bendungan tipe beton berat sendiri dan perencanaan struktur bendungan.


ABSTRACT

Dam is building structure for water reservoirs. Titab Village Buleleng Regency Bali Province located in the mountainous area have problems of scarcity of water dry season and floods in rainy season. Many of the villagers who still had to fetch water from a spring far enough for the needs of clean water everyday. Due to the strategic location of the topography and existing population problem then the dam is a workable solution. Concrete dam is the best planning for water problem in Titab Village. In the village of Titab has met the requirements of the concrete dams the high rainfall the slopes are narrow and widen towards the upstream as well as for the purpose of making clean water for resident. The dam is planned to have a retund period of 1000 years with extensive DAS Saba of 6954 km2 and a length of the river is 15 km and daily rainfall data as much 18 years. The planning process by using the menthod of average rainfall polygon Thiessen frequency distribution log pearson tipe III hidrograf Nakayasu flood gravity concrete dam design and planning of the dam structure.



KeywordsBendungan gravitasi; bendungan beton; struktur bendungan
 
Subject:  Bendungan; Bangunan
Contributor
  1. Tatas, MT.
  2. Yuyun Tajunnisa, ST., MT.
Date Create: 03/03/2016
Type: Text
Format: PDF
Language: Indonesian
Identifier: ITS-NonDegree-31102140000982
Collection ID: 31102140000982
Call Number: RSS 627.86 Sep p


Source
Non Degree of Civil Engineering, RSS 627.86 Sep p, 2014

Coverage
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Rights
Copyright @2016 by ITS Library. This publication is protected by copyright and per obtained from the ITS Library prior to any prohibited reproduction, storage in a re transmission in any form or by any means, electronic, mechanical, photocopying, reco For information regarding permission(s), write to ITS Library




[ Download - Open Access ]

  1.  ITS-NonDegree-40510-3111030125-3111030148-Abstract_id.pdf - 372 KB
  2.  ITS-NonDegree-40510-3111030125-3111030148-Abstract_en.pdf - 374 KB
  3.  ITS-NonDegree-40510-3111030125-3111030148-Conclusion.pdf - 352 KB




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