Proceedings of the Korean Institute of Navigation and Port Research Conference (한국항해항만학회:학술대회논문집)
- 2004.11a
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- Pages.337-342
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- 2004
A Study on the Optimal Span Width In the Bridge Main Span of Incheon 2nd Bridge (2) Economic Analysis on Port Operational Efficiency according to Traffic Schemes in the Bridge Main Span of Incheon 2nd Bridge
인천항 제2연륙교 주경간의 적정 교각폭 결정에 관한 연구 (2) 제2연륙교 주경간의 통항방식에 따른 항만운영효율의 경제성 분석
- Koo Ja-Yun (Korea Institute of Marine and Fisheries Technology) ;
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Kim Seok-Jae
(Korea Institute of Marine and Fisheries Technology) ;
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Jang Eun-Kyu
(Korea Institute of Marine and Fisheries Technology)
- Published : 2004.11.01
Abstract
A construction project of Incheon 2nd bridge, which is connected between the Incheon Song-Do New Town and the Incheon International Airport in Young-Jong-Do, have been proposed by the private capital in 1999. But the optimal span width in the bridge main span have not been decided in spite of the three investigations into the feasibility of ship's safe transit in this planned bridge. In this paper, we study the economic analysis on port operational efficiency according to traffic schemes, me-way or two-way of vessels over 10,000G/T, in the bridge main span of this bridge. In this comparative result, total queueing time due to the one-way in the bridge main span is evaluated 20,362 hours in 2011 and 24,544 hours in 2020. Therefore the demurrage cost and the accumulation cost of freight are evaluated 19.7 billion won in 2011, and 23.3 billion won in 2020, then total accumulated costs during 33 years from 2008 until 2040 are evaluated about 768..9 billion won.
인천항의 송도 신도시와 영종도 인천국제공항을 이어주는 제2연륙교 건설사업이 1999년 민간제안사업으로 정부에 제안되어 3차례에 걸친 동항 안전성 연구에도 불구하고 적정 교각폭이 결정되지 못하고 있다. 따라서 본 연구에서는 인천항의 제2연륙교 설치시 왕복동항이 가능한 교각폭으로 설계한 경우를 대비하여 10,000G/T이상 선박이 일방동항으로 항로폭을 설계할 경우의 항만운용효율 변화 및 경제성을 분석하고자 한다. 연구결과, 제2연륙교 항로의 왕복통항대비 10,000G/T 이상 일방동항시 제2연륙교 주경간 항로에서의 총대기시간은 2011년도에 20,362 시간, 2020년에는 24,544으로 평가되었다. 따라서 10,000G/T이상 선박의 일방동항에 따른 체선
Keywords