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ITS » Master Theses » Manajemen Rekayasa Transportasi S2
Posted by aprill@is.its.ac.id at 02/11/2015 15:37:54  •  1252 Views


STUDI PEMODELAN TRIP DISTRIBUTION PENUMPANG PENYEBERANGAN KAPAL FERRY DI PELABUHAN UJUNG SURABAYA-KAMAL SETELAH BEROPERASINYA JEMBATAN SURAMADU

A STUDY ON TRIP DISTRIBUTION MODELING OF FERRY SHIP PASSENGERS AT UJUNG PORT SURABAYA KAMAL AFTER THE OPERATION OF SURAMADU BRIDGE

Author :
WIBISONO, R. ENDRO ( 3112 206 013 )




ABSTRAK

Aktivitas pengguna ferry di pelabuhan Ujung Surabaya-Kamal masih tetap padat setelah beroperasinya jembatan Suramadu. Aktivitas yang ditunjukkan dengan panjangnya antrian ini menjadi motivasi untuk menyusun penelitian berkaitan dengan karakteristik distribusi perjalanan dari pengguna ferry. Sebaran perjalanan penumpang kapal ferry di pelabuhan ujung Surabaya- Kamal diprediksi memiliki pergerakan yang stabil. Untuk itu zona penelitian dibagi menjadi dua antara lain zona skala kecil yakni sebaran pergerakan antara Kabupaten Bangkalan dan Kota Surabaya serta zona skala besar yang mencakup wilayah Jawa Timur baik berdasarkan sampel maupun berdasarkan alasan lebih dekat dan tidak punya kendaraan. Penelitian diawali dengan mengidentifikasi pola pergerakan asal tujuan eksisting penumpang kapal sehingga didapatkan MAT saat ini. Dari data-data pergerakan tersebut dapat dibuat model sebaran pergerakan dengan analisa sintesis Model Gravity tanpa batasan Unconstrained yang dibandingkan dengan metode furness dengan parameter ekonomi dan penduduk. Hasil penelitian model trip distribusi ini menunjukkan pola pergerakan penumpang kapal penyeberangan Ujung-Kamal yang stabil terdapat pada sisi Kamal-Surabaya. Stabil disini adalah bahwa pengguna ferry di zona Kamal-Surabaya memilih ferry karena faktor jarak ke pelabuhan dengan rumusan Tij51x-10-08.Pi.Ej. Exp021.Cij sebagaimana yang diperoleh dari zona Bangkalan- Surabaya dan Tij23x10-09.Pi.Ej.Exp-0.08.Cij untuk skala Provinsi Jawa Timur. Pola ini juga didukung oleh karakter penumpang ferry yang lebih dekat dan tidak memiliki kendaraan. Hal ini ditunjukkan dengan model yang dirumuskan sebagai berikut yakni zona Bangkalan Surabaya Tij239622.Pi.Ej.Exp-1.3.Cij dan untuk zona Jawa Timur rumusannya Tij12x10-09.Pi.Ej.Exp0.08.Cij. P adalah parameter populasi sedangkan E adalah parameter ekonomi. Hasil yang diperoleh adalah bahwa lalu lintas harian rata-rata LHR jumlah kapal per jam cukup menampung jumlah penumpang perjam tanpa perlu penambahan.


ABSTRACT

Ferry activity of Ujung Surabaya Kamal Madura remain high after the operation of Suramadu bridge. This high activity is indicated by the length of the queue and this condition is a motivation to formulate research related to the characteristics of ferry passanger distribution. Distribution of ferry passenger at the port in Surabaya Kamal is resumed to leave a stable flow. The study areas is divided into two scenarios of zonal configuration. There is a distribution of small - scale zones between Bangkalan and Surabaya movement as well as large -scale zones which include all of East Java region. The aims of the study is to build a trip distribution model of ferry passenger and forcast the trip distribution future 5 years. The study begins by identifying the origin and destination of ferry passengers to obtain OD existing. From the data movement can be made a model of passenger distribution using analysis synthesis Model Gravity without constraints unconstrained. This model is compared with the furness methode with economic and population parameters. First model is for all movement while the second model is for local movement based on short distance and having no car The results of this research show the model of trip distribution patterns of flow passenger ships at port Ujung-Kamal is found to be stable on the side Kamal-Surabaya. Stable means that passengger choose ferry Ujung-Kamal based on distance to the ferry port with the high purpose is to work and back home. The formula of modeling based on the number of zones Bangkalan - Surabaya Tij 5.1 x10 -08.Pi.Ej .Exp 0.21.Cij and Tij 2.3 x10-09.Pi.Ej.Exp -0.08.Cij for zones East Jav Province . This pattern is also supported by the character of a passenger ferry based on short distance and having no car. This is indicated by the model that is formulated as follows for zone Bangkalan- Surabaya Tij 2396.22. Pi.Ej.Exp -1.3.Cij and East Java zone Tij 1.2 x10 - 09.Pi.Ej.Exp -0.08.Cij. P is the population parameters while E is the economic parameters. The average daily traffic volume ADT all fleet is enough to accommodate hourly passengers without the need for the addition of new ferry.



KeywordsKapal Ferry Ujung-Kamal; Gravity Model; Matriks Asal Tujuan; Metode Furness; Unconstrained
 
Subject:  Lalu lintas transportasi penumpang
Contributor
  1. Ir. Hera Widyastuti, MT., Ph.D.
  2. Ir. Wahju Herijanto, MT.
Date Create: 02/11/2015
Type: Text
Format: pdf
Language: Indonesian
Identifier: ITS-Master-31103150001508
Collection ID: 31103150001508
Call Number: RTS 380.5 Wib s


Source
Master Theses of Civil Engineering, RTS 380.5 Wib s, 2015

Coverage
ITS Community

Rights
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




[ Download - Open Access ]

  1.  ITS-Master-39314-3112206013-Abstract_id.pdf - 182 KB
  2.  ITS-Master-39314-3112206013-Abstract_en.pdf - 183 KB
  3.  ITS-Master-39314-3112206013-Conclusion.pdf - 189 KB




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