An Influence of the Order to Maintain Minimum Distance Between Successive Vessels on the Vessel Traffic Intensity in the Narrow Fairways

• Autorzy: Kasyk L.
• Języki publikacji: EN

Abstrakty

EN

All vessel traffic regulations disturb the randomness of the vessel traffic stream. In this paper the disturbing factor is the order to maintain minimum distance between successive vessels. The intensity of the disturbed vessel traffic has been determined. To achieve this goal the convolution method has been used. Next the connection between traffic stream parameters and this disturbed intensity has been analysed.

Słowa kluczowe

EN

Minimum Distance Between Vessels; Narrow Fairways; Vessel Traffic Intensity; Vessel Traffic Regulations; Vessel Traffic Stream; vessel traffic service (VTS); Marine Traffic Engineering (MTE)

• Wydawca: Faculty of Navigation, Gdynia Maritime University
• Czasopismo: TransNav : International Journal on Marine Navigation and Safety of Sea Transportation
• Rocznik: 2010
• Tom: Vol. 4, no. 4
• Strony: 379--382
• Opis fizyczny: Bibliogr. 10 poz., rys., tab.

Twórcy

autor

Kasyk L.

• Maritime University of Szczecin, Szczecin, Poland

Bibliografia

• 1 Ciletti M. 1978. Traffic Models for use in Vessel Traffic Systems, The Journal of Navigation 31
• 2 Fujii Y. 1977. Development of Marine Traffic Engineering in Japan, The Journal of Navigation 30
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• 4 Gucma L. 2003. Ships Traffic Intensities in Szczecin Port and on the Szczecin – Swinoujscie Waterway (in Polish), Scien-tific Papers of Maritime University of Szczecin 70: 95-115.
• 5 Kasyk L. 2004. Empirical distribution of the number of ship reports on the fairway Szczecin – Swinoujscie, XIV-th In-ternational Scientific and Technical Conference The Part of navigation in Support of Human Activity on the Sea. Gdy-nia: Naval Academy.
• 6 Kasyk L. 2006. Process of Ship Reports after Covering a Spe-cial Fairway Section, 10TH International Conference TRANSCOMP 2006. Radom: The Publishing and Printing House of the Institute for Sustainable Technologies
• 7 Kasyk L. 2008. Convolutions of Density Functions as a Deter-mination Method of Intensity of Disturbed Vessel Traffic Stream, 12TH International Conference TRANSCOMP 2008. Radom: The Publishing and Printing House of the Institute for Sustainable Technologies
• 8 Nowak R. 2002. Statystyka dla fizyków. Warszawa: Wydawnic-two Naukowe PWN
• 9 Montgomery D. C. & Runger G.C. 1994. Applied Statistics and Probability for Engineers, New York: John Wiley & Sons, Inc.
• 10 Nelson P. 1995. On deterministic developments of traffic stream models, Transportation Research Part B 29: 297-302