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ITS » Undergraduate Theses » Teknik Sipil
Posted by yeni at 27/05/2009 15:18:36  •  7698 Views


PERENCANAAN DETAIL DERMAGA DAN TRESTLE PETIKEMAS II DI TELUK LAMONG, PELABUHAN TANJUNG PERAK, SURABAYA

DETAIL DESAIN OF CONTAINER JETTY II IN LAMONG BAY, TANJUNG PERAK PORT, SURABAYA

Created by :
Rahmawati, Ida 



SubjectDermaga
KeywordPelabuhan
Petikemas
Tanjung Perak
Teluk Lamong
Dermaga
Trestle
Pracetak

Description:

Pelabuhan Tanjung Perak Surabaya memiliki peran strategis menunjang kegiatan lalu lintas transportasi angkutan laut dan sebagai penggerak dalam meningkatkan pertumbuhan perekonomian Jawa Timur dan Indonesia Bagian Timur. Setiap tahun pertumbuhan arus barang untuk muatan curah dan petikemas baik domestik maupun Internasional di Pelabuhan Tanjung Perak mengalami peningkatan melebihi kapasitas yang ada. Pada Tahun 2006 tercatat arus petikemas di Pelabuhan Tanjung Perak sebesar 1.843.638 TEU. Sedangkan kapasitas total seluruh pelabuhan Tanjung Perak yang tersedia adalah 1.184.757 TEU. Sehingga perlu adanya pengembangan areal pelabuhan untuk menampung arus overflow yang tidak tertangani di Pelabuhan Tanjung Perak seluruhnya. Berdasarkan konsep Master Plan Pelabuhan Tanjung Perak, lokasi yang diusulakan adalah di Teluk Lamong, dimana pengembangan yang akan dilakukan meliputi reklamasi seluas 50 Ha, dermaga sepanjang 1280 m dan 3 buah trestle masing-masing sepanjang 260m’. Dermaga ini direncanakan untuk menampung kapal dengan kapasitas maksimum 35.000 DWT. Type struktur dermaga dan trestle ini adalah open pier dan pembangunannya menggunakan metode pracetak. Untuk membangun pelabuhan ini, dibutuhkan biaya total sebesar Rp. 884,801,528,00.,00.


Alt. Description

Tanjung Perak Surabaya Port have supported for traffic activity of sea transport and as an activator in improving economics growth of East Java and East Indonesia. Every year the growth of goods current for both domestic and International for bulk and container in Tanjung Perak Surabaya Port have improved exceed existing capacities. In 2006 noted that a container current in Tanjung Perak Surabaya Port is almost 1.843.638 TEU. While total capacities entire Tanjung Perak Surabaya Port is about 1.184.757 TEU. So Tanjung Perak Surabaya Port need to develop the existence of areal port to accomodate current overflow which is not handled by Tanjung Perak Surabaya Port. According to Master Plan concept of Tanjung Perak Surabaya Port, the location have been proposed was Lamong Bay which the developments include 50 hectare reclamation, 1280 m dock and 3 units trestle, 260 m per unit This dock was planned to accomodate ship with maximum capacities 35.000 DWT. The Type of this jetty’s structure is open pier with precast method. Developmen this jetty, needs total cost of round Rp. 884,801,528,00.,00.

Contributor:
  1. IR.DYAH IRIANI W,MSC.
    IR. SRI HARIYATI
Date Create:27/05/2009
Type:Text
Format:pdf.
Language:Indonesian
Identifier:ITS-Undergraduate-3100009034565
Collection ID:3100009034565
Call Number:RSS 627.31 Rah p


Source :
Undergraduate Theses, CIVIL ENGINEERING , RSS 627.31 Rah p, 2009

Coverage :
ITS Community only

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


Publication URL :
http://digilib.its.ac.id/perencanaan-detail-dermaga-dan-trestle-petikemas-ii-di-teluk-lamong-pelabuhan-tanjung-perak-surabaya-4262.html




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