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ITS » Undergraduate Theses » Teknik Sipil
Posted by sarwono@its.ac.id at 30/03/2010 13:38:24  •  2718 Views


PERENCANAAN PERESAPAN DAN PENYIRAMAN LAPANGAN SEPAK BOLA DENGAN SISTEM SEL STADION SURABAYA SPORT CENTER SSC KEC. BENOWO

DRAINAGE AND IRRIGATING PLANNING OF FOOTBALL FIELD WITH SYSTEM OF CELL STADIUM SURABAYA SPORT CENTER SSC DISTRICT OF BENOWO

Author :
Suherman, Gatot ( 3105040732 )




ABSTRAK

Surabaya Sport Center SSC sebagai stadion bertaraf internasional tidak terlepas dari kondisi lapangan sepak bola sebagai limpasan air hujan pada permukaan maupun pemanfaatan air yang kurang efisien. Dalam perencanaan ini menggunakan Sistem sel adalah suatu sistem drainasi yang berfungsi juga sebagai sistem irigasi. nilai koefisien drainasi diperhitungkan berdasarkan curah hujan harian maksimum selama 10 tahun 1994-2003 yaitu sebesar 254 mmjam. Pada lapisan tanah menggunakan lapisan porus setebal 045 m yang terdiri dari lapisan pasir setebal 0.30 m dengan nilai nilai Koefisien hidrolis K1 2 mhari dan lapisan kerikil yang berada dibawahnya setebal 015 m dengan nilai Koefisien hidrolis K2 150 mhari. Kebutuhan penyiraman rumput zoysia matrella 13566 m7hari. Sistem irigasi yang digunakan adalah dengan menggunakan pompa yang dibagi menjadi 4 area layanan yang masing-masing area dengan kapasitas pompadaya 3kW. Dari hasil perencanaan Dengan sistem ini hampir seluruh air hujan dapat terserap dengan cepat sehingga tidak sempat terjadi genangan di lapangan sehingga dapat menciptakan kondisi lapangan sepak bola tetap baik dengan memanfaatkan fasilitas yang ada dan dengan pengolahan air yang seefisien mungkin.


ABSTRACT

Surabaya Sport Center SSC as stadium international level is not quit of the condition of football field as rainwater pond at surface and also exploiting of less efficient water. In the plan this use System cell is a system of drainage functioning also as irrigation system. coefficient value of drainage reckoned pursuant to daily rainfall maximum during 10 year 1994-2003 that is equal to 254 mm hour. At geology use coat of porous as thick as 045 m which consist of sand coat as thick as 0.30 m with value assess Coefficient of hydraulic K1 2 m day and gravel coat residing in under him as thick as 015 m with Coefficient value of hydraulic K2 150 m day. Requirement irrigating of grass of zoysia matrella 13566 m 7hari. Irrigation system the used is by using divided pump become 4 service area which is the each area with pump capacities Rated power 3kW. From result of planning With this system almost entire all rainwater can be permeated swiftly so that the no time happened pond in field so that can create the condition of football field remain to be good by exploiting existing facility and with processing of water which as efficient as possible.



KeywordsSurabaya Sport Center; limpasan, sistem sel, koefisien drainasi; pasir; kerikil; irigasi; pompa
 
Subject:  Drainasi
Contributor
  1. SANTOSO AHMAD, ST, MT
Date Create: 30/03/2010
Type: Text
Format: pdf
Language: Indonesian
Identifier: ITS-Undergraduate-3100010038301
Collection ID: 3100010038301
Call Number: RSS 627.54 Suh r


Source
Undergraduate Theses, Civil Engineering RSS 627.54 Suh r, 2009

Coverage
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Rights
Copyright @2009 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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  1.  ITS-Undergraduate-9102-3105040732-Abstract_in.pdf - 10 KB
  2.  ITS-Undergraduate-9102-3105040732-Abstract_en.pdf - 10 KB
  3.  ITS-Undergraduate-9102-3105040732-Conclusion.pdf - 6 KB




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