## STUDI ANALISA PERGERAKAN PENUMPANG DAN KENDARAAN PADA TERMINAL PENUMPANG BUNGURASIH SURABAYA

RUBIYANTI, VIVI (2007) STUDI ANALISA PERGERAKAN PENUMPANG DAN KENDARAAN PADA TERMINAL PENUMPANG BUNGURASIH SURABAYA. Other thesis, University of Muhammadiyah Malang.

 Preview
Text
STUDI_ANALISA_PERGERAKAN_PENUMPANG_DANKENDARAAN_PADA_TERMINAL_PENUMPANGBUNGURASIH_SURABAYA.pdf

Download (90kB) | Preview

## Abstract

Bungurasih terminal nodes of the movement is performed by residents or passengers in East Java as well as those around him., So that the terminal condition that was originally still regularly become disorderly, this condition occurs due to an increased population will result in improved services transportation. This also will result in a growing queue as well. To meramlkan arrival of passengers and vehicles in 2015 using the method of compound interest, while to analyze Queue queue using the formula of Double and single queue. From the analysis of vehicle and passenger movement in 2005 found the number of passengers is = 37,296,165 people, vehicles = 3,173,199 units of the vehicle. Predictions for 2015 increased to 39,472,514 the number of soul and spirit into 3,598,062 units of motor vehicles. 4-wheel vehicle parking capacity and wheeled vehicles in 2015 were: MPU = 1830 m2, 1110 m2 = Private Car, Taxi = 1350 m2 and Angguna = 495 m2. Of the four types of 4-wheel vehicle that does not require the expansion of the parking area just Angguna saja.Kapasitas wheel vehicle parking area 6 to the year 2015 is 8804.96 m 2, means for vehicle wheel 6 does not require the addition of the parking area because the parking area is available = 20 212 m2 . With the addition of the number of channels for 2015 in the passenger ticket booth into 6 channel, then the number of people in the system is reduced to 3 people and the average waiting time becomes 5148 seconds. While the vehicle queue at the ticket office are as follows: For the MPU service channel into 2 channels so that the average queue length to be 0334 units with an average wait time in queue = 0:13 seconds. For Private Car fixed using 1-channel service until 2015. For Taxi until 2015 still using 1 channel, and to Angguna also still use a channel service until 2015. For Inter-City Bus and City Bus still use a service channel. Inter-City Bus Queue at point of departure for 2015 to 22-channel, and for City Buses are still using 8-channel service.

Item Type: Thesis (Other) T Technology > TA Engineering (General). Civil engineering (General) Faculty of Engineering > Department of Civil Engineering (22201) Rayi Tegar Pamungkas 27 Jun 2012 06:07 27 Jun 2012 06:07 http://eprints.umm.ac.id/id/eprint/9846

### Actions (login required)

 View Item

© 2008 UMM Library. All Rights Reserved.
Jl. Raya Tlogomas No 246 Malang East Java Indonesia - Phone +62341464318 ext. 150, 151 - Fax +62341464101
E-Mail : repository@umm.ac.id - Website : https://lib.umm.ac.id - Online Catalog : https://laser.umm.ac.id - e-Theses : https://etd.umm.ac.id

UMM Institutional Repository is powered by :