Suriatmo, Lalu Harry (2006) EVALUASI KINERJA PELAYANAN PELABUHAN PENYEBERANGAN LEMBAR-PADANG BAI LOMBOK BARAT. Other thesis, University of Muhammadiyah Malang.
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EVALUASI KINERJA PELAYANAN PELABUHAN PENYEBERANGAN LEMBAR-PADANG BAI LOMBOK BARAT.pdf Download (203kB) | Preview |
Abstract
Sheet Harbour Crossing West Lombok occupies a strategic position in the transportation system between the sheets (Lombok Island) with Padang bai (Island of Bali). This is due to the position of the island of Lombok has interdependency with the island of Bali. With the existence of interdependency creates a flow of movement of passengers and vehicles is increasing from year to year. Such conditions result in queues of vehicles at the port of West Lombok sheet crossings due kurangnyan service facilities include ship and pier. The method used to estimate the number of passengers and vehicles in the future with a linear regression methods after that computation performed using queuing theory (Edward K. Morlok "Introduction to Transportation Engineering"). From the analysis and calculation of existing conditions in the harbor crossing Sheet in movable bridge pier, number of passengers and vehicles that will cross through the port sheet crossing in 2006; Number of passengers: 1,017,702 souls, Number 2 wheel vehicle registration: 151 401 units of vehicles, number of vehicles 4 wheelers at: 232 134 units of vehicles. While the prediction in 2015; Number of passenger registration: 1,202,139 souls, Number 2 wheel vehicle registration: 224 287 units of vehicles, 4-wheel vehicle registration number: 316 627 units of vehicles. to passengers queuing factor; (ρ) 0.201 <1 queue in a state of balance because (ρ) <1, whereas for vehicles queuing factor; (ρ) 2.833> 1; said to be balanced because (ρ)> 1, the headway is 70 minutes with number of ships 14, then do repair service with 25 minutes headway obtained queue factor; (ρ); 0.944 <1, to dock the queue factor; (ρ) within normal limits. While the next 10 years for passenger queuing factor; (ρ) 0.250 <1, for vehicles queuing factor; (ρ) 1.715> 1, after service in the dock perbikan movable bridge with a 25 minute headway obtained queue factor (ρ) for vehicles; ( ρ) 0.572 <1. with the total number of ships 19.
| Item Type: | Thesis (Other) |
|---|---|
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Engineering > Department of Civil Engineering (22201) |
| Depositing User: | Zainul Afandi |
| Date Deposited: | 16 Jul 2012 06:16 |
| Last Modified: | 16 Jul 2012 06:16 |
| URI : | http://eprints.umm.ac.id/id/eprint/12175 |
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