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ITS » Undergraduate Theses » Teknik Lingkungan Ekstensi
Posted by anis at 12/12/2008 07:45:21  •  7098 Views


PERENCANAAN SISTEM DRAINASE KOTA TABANAN KECAMATAN TABANAN

DESIGN OF DRAINAGE SYSTEM AT CITY OF TABANAN DISTRICT OF TABANAN

Author :
Ariantara, I Gst Pt Surya 




ABSTRAK

Suatu kota sudah selayaknya memiliki sistem drainase yang baik terutama di kota-kota yang berada pada daerah tropis yang memiliki curah hujan yang cukup tinggi seperti di Kota Tabanan. Kota Tabanan sebagai kota yang sedang berkembang dimana pembangunan terus bertambah setiap tahunnya mengakibatkan semakin berkurangnya daerah resapan air hujan. Sehingga setiap terjadi hujan akan timbul genangan terutama di Jl. Pahlawan yang merupakan lokasi perkantoran. Hal ini terjadi karena masih belum adanya sistem drainase. Berkaitan dengan hal di atas maka tugas akhir ini bertujuan untuk merencanakan sistem drainase di Kota Tabanan. Perencanaan sistem drainase berupa perencanaan dimensi saluran dan perencanaan bangunan pelengkap yang disertai dengan gambar jaringan sistem drainase gambar saluran setiap 100 m gambar bangunan pelengkap dan gambar profil hidrolis tiap saluran. Saluran drainase yang direncanakan berbentuk segi empat dengan dimensi lebar saluran terkecil 2 m dan kedalaman 1 m. Sementara dimensi saluran terbesar dengan lebar 37 m dan kedalaman 19 m. Dimensi gorong-gorong yaitu lebar goronggorong terkecil 15 m dan kedalaman 11 m. Sementara dimensi gorong-gorong terbesar dengan lebar 29 m dan kedalaman 17 m. Tinggi terjunan 15 m dengan panjang lompatan air bervariasi yaitu 83 10 m.


ABSTRACT

A city is supposed to has a good drainage system especially in tropical city which has high level of rain fall as in Tabanan. Tabanan as a developing city where the development increase every year continually. It causes the decrease of absorbent area and amount of water when the rain comes especially at Pahlawan street at the official location. It hapen because there is no drainage system yet. Related with the problem above this final assignment has aimed to plan the drainage system in Tabanan. The design of drainage system is in the form of line dimension and complement building which is asserted by sketch of drainage system network sketch of each 100 m line sketch of complement building and also sketch of hydraulic profiles on every line. The design of drainage system apllies a rectangular canals with the dimension of 2 m minimum width and 1 m depth. Where as the maximum canal dimension has 37 m and 19 m depth. The dimension of box culvert is 15 m minimum width and 11 m depth. Where as the maximum width dimension box culvert is 29 m and 17 m depth. Height plunges 15 m with jumping movement length of water varies that is 83 - 10 m.



KeywordsSistem drainase ; Genangan ; Kota Tabanan
 
Subject:  Pengeringan daerah
Contributor
  1. Ir. DIDIK BAMBANG S., MT.
Date Create: 12/12/2008
Type: Text
Format: pdf.
Language: Indonesian
Identifier: ITS-Undergraduate-3100008031232
Collection ID: 3100008031232
Call Number: RSL 627.54 Ari p


Source
Undergraduate Theses,DEPARTMENT OF ENVIRONMENTAL ENGINEERING RSL 627.54 Ari p, 2008

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Copyright @2008 by ITS Library. This publication is protected by copyright and permission should be obtained from the ITS Library prior to any prohibited reproduction, storage in a retrievel system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise. For information regarding permission(s), write to ITS Library




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ITS-Undergraduate-3100008031232-2866.pdf




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