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ITS » Paper and Presentation » TEKNIK SIPIL - D3
Posted by tondoindra@gmail.com at 03/12/2015 15:23:24  •  1023 Views


KAJIAN SISTEM DRAINASE JALAN MAYJEND SUNGKONO SURABAYA SETELAH DIBANGUN SUDETAN

STUDY OF DRAINAGE SYSTEM AFTER MAYJEND SUNGKONO SURABAYA SUDETAN

Author :
MAHARDHIKA, RIZKY DWIYAN ( 3111030138 )
LAKSONO, KUKUH DWI SEPTI




ABSTRAK

Kajian Sistem Drainase Jalan Mayjend Sungkono Surabaya Setelah dibangun Sudetan merupakan perencanaan hidrolis yang perlu di kaji kembali. Sudetan dibangun untuk mengurangi debit yang masuk ke saluran Mayjend Sungkono. Sudetan terletak di jalan Kencana Sari yang langsung di buang ke saluran primer Gunung Sari. Untuk menghitung debit rencana digunakan metode rasional yang dibandingkan dengan metode Nakayasu. Perhitungan fullbank capacity menggunakan rumus manning. Profil aliran di saluran Mayjend Sungkono dimodelkan dengan program Hec-Ras. Dari hasil analisa setelah aliran dari saluran Kencana Sari tidak masuk ke saluran Mayjend Sungkono ternyata tidak genangan di saluran Mayjend Sungkono tepatnya di depan ruko Vida akan tetapi pada kondisi dilapangan tetap terjadi banjir karena faktor non teknis. Untuk mengatasi genangan tersebut maka dilakukan langkah pemeliharaan saluran agar tidak terjadi banjir lagi.


ABSTRACT

Study of Road Drainage Systems Mayjend Sungkono Surabaya Once built diversion is planning a new hydraulic and needs in retrospect. Because remember that location is an area with a steep slope and is now built diversion Mayjend Sungkono which we will examine in the field at the time because of rain flooding still occurs around the road Mayjend Sungkono. Used to calculate the discharge rational method compared with the methods Nakayasu. Fullbank capacity calculations using manning formula. Flow profile in the channel is modeled with the program Mayjend Sungkono Hec-Ras. From the analysis of the flow channel after Kencana Sari does not enter the channel Mayjend Sungkono was not a puddle in the channel Mayjend Sungkono Vida exactly in front of the shop but on the condition persists field flooding due to non-technical factors. To cope with the inundation line maintenance step is carried out to prevent flooding again.



KeywordsDrainase, Banjir, Pemeliharaan
 
Subject:  Drainase Jalan
Contributor
  1. Dr. Ir. KUNTJORO, MT
Date Create: 03/12/2015
Type: Text
Format: PDF
Language: Indonesian
Identifier: ITS-paper-31121150008263
Collection ID: 31121150008263
Call Number: RSS 625.734 Mah k


Source
Paper and Presentation of Civil Engineering RSS 625.734 Mah k, 2015

Coverage
ITS Community

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Copyright @2015 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




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ITS-paper-31121150008263-39874.pdf




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