• 한국BIM학회 논문집
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• 제10권1호
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• pp.9-22
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• 2020

Recently, BIM has been extended to infrastructures such as roads and bridges, and the demand for BIM standard development for ports is increasing internationally. Due to the low level of utilization of classification system and drawing standards compared to other infrastructures, and the closed nature of national security facilities, ports have insufficient level of connection and sharing environment among external systems or users. In addition, since the standardization of data for port facilities is not made, it is still necessary to establish an independent DB for each system and to ensure interoperability of data between these systems since it does not have a shared environment among similar data. Therefore, the purpose of this study is to develop and verify IFC, the international standard for BIM, in order to cope with the BIM environment and to be commonly used in the design, construction, and maintenance of port facilities. To this end, we build a standard schema with port-specific Express Notation according to buildingSMART International's standard development methodology. First, domestic and international reference model standards were analyzed to derive components such as space and facilities of port facilities. Based on this, the components of the port facility were derived through the codification, categorization, and normalization process developed by the research team. This was extended based on the port BIM object classification system developed by the research team. Normalization results were verified by designers and associations. Then, IFC schema construction was based on Express-G data modeling based on IFC 4 * 2 Candidate, which is a bridge candidate standard based on IFC4 (ISO16739), and IFC 4 * 3 Draft, which is developed by buildingSMART International. The final schema was validated using the commercialized validation tool. In addition, in order to verify the structural verification of the port IFC schema, the transformation process was verified by converting the caisson model into a Part21 file. In the future, this result will not only be used as a delivery standard for port BIM products, but will also be applied as a linkage standard between systems and a common data format for port BIM platforms when BIM is used in the maintenance phase. In particular, it is expected to be used as a core standard for data exchange in the port maintenance stage.

• 수산해양교육연구
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• 제23권2호
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• pp.210-220
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• 2011

The Keyongin Inland waterway will connect with Han-River and the Northen part of the Incheon-seaway and this way will be opened at the early of October this year. In this regard, the Incheon container terminal is under constructing for 1,000 TEU & 550 TEU container vessels at the place of leftside of the Seohae lockgate. However the terminal length is not still fixed due to at a great expenses of construction and dosposal matter of the dredged soil. So this paper will suggest the optimum berth length by using the full mission shiphandling simulator for berthing and unberthing shipmaneuvering. And also evaluates the design standard of harbor construction rules and analysis optimum berth length against ship's length for safe shiphandling at terminals in accordance with the customary practices of the major ports in Korea.

• 한국항만학회지
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• 제12권2호
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• pp.329-336
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• 1998

Sandmats are used to dissipate trapped water rapidly from the embankment built on marine soft ground. At present, however, it becomes difficult to obtain qualified sands since natural resources such as river sand are to exhausted. Also, low permeability of sand may cause low degree of consolidation and instability of embankment. In this study, design and construction methods was discussed. Drainage capacities of prefabricated horizontal drains which were installed in highway construction site are investigated in order to find possible substitution for river sands as drainage materials. On the basis of measurement data at the construction site, it was concluded that use of the prefabricated horizontal drains shows satisfactory drainage capacity without instability of embankment.

• 한국항만학회지
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• 제12권2호
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• pp.233-242
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• 1998

The Inchon port has been heavily congested due to the tidal restriction in passing the lock and the shortage of berths or warehouses. The current congestion is predicted to become worse by the induced traffics near the lock entrance after completion of North harbour expansion and of Kyung-In canal construction. It is also expected that the newly developed configuration of the Inchon port will result in increasing the rate of marine accidents around the lock entrance because of the over-utilization of the limited capacity of the junction from the North harbour and the Kyung-In canal. This study adopts a systematic approach in analysing the physical distribution system of the inner-lock area in order to figure out alternative routes which are designed to improve the port efficiency. Ship maneuvering simulation is also attempted to propose a new approaching route to the canal as an alternative path in order to avoid the traffic accidents caused by the extreme congestion. The result of the ship maneuvering simulation demonstrates that the alternative routes by way of Buk-Sudo, Janbong-Sudo, north of Si-Do and Sin-Do is recommended routes which can satisfy the safety requirements of approaching to the canal entrance.

• 한국항해항만학회지
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• 제31권4호
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• pp.317-323
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• 2007

As economic trade between Korea and China has been encouraged with the rapid growth of Chinese economy and port competition in Northeast Asia, Korean government is trying to promote development and consolidation of ports to cope with the lack of facilities. Thus, many projects for port development have been propelled including the enactment the 'Private investment promotion law for social overhead capital 1994.' However, there are still some unsettled issues since considerable part of risk is still allocated to the Government when it has to support the private businesses in these port investments whenever unexpected problems arise. Allocation of risk among the participants - in this case especially - is a very subtle issue, however, it was revealed that not many precedent researches were done on the subject. In my previous research, I classified and analyzed 4 principle risks i.e, construction, management, financial and social risk. This research investigates the reasonable allocation of the risks among the participants using the Hierarchial Fuzzy Process. In the result of analysis, responsibility of private party is the most important and it must put the responsibility before Government' roll concerned. Also, this research displayed and proposed the direction of management method on port development in a view of minimizing risk and maximizing initiative of a private party.

• 한국항만경제학회지
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• 제27권3호
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• pp.289-309
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• 2011

우리나라는 항만환경의 급격한 변화에 맞춰 부산항의 만성적인 화물적체 해소로 국가 경쟁력을 제고하고, 동북아물류 중심항의 위치를 선점하기 위한 핵심적인 전략으로 부산항 신항이 건설되고 있다. 신항의 건설과 함께 항만부두 및 배후부지가 국내 최대 항만 물류단지로 부상하고 있어 주변 지역에 미치는 경제적 파급효과 역시 막대할 것으로 전망된다. 그래서 부산항 신항에 대규모 배후단지를 지정 조성하여, 글로벌 물류기업 유치 및 항만 부가가치 창출에 기여하기 위해 다양한 항만 연관산업과 지원시설 조성을 통해 항만 클러스터(Port Cluster)를 구축하여, 글로벌 선도항만으로서 미래의 급격한 물류 환경변화와 다양한 수요에 대응할 수 있는 충분한 확장 부지를 확보할 계획이다. 이에 부산항 신항 건설 및 배후단지 조성현황과 입주업체 운영현황을 분석한 후, 글로벌 경쟁력을 확보할 수 있는 부산항 신항의 배후단지 발전목표와 전략을 모색하여 부산항 신항 배후단지의 활성화 방안을 제시하여 항만배후부지 개발을 통해 다양해진 항만기능으로 물류산업 활동의 성장과 발전에 기여하도록 한다.

• 해양환경안전학회:학술대회논문집
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• 해양환경안전학회 2009년도 춘계학술발표회
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• pp.89-94
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• 2009

본 연구에서는 부산 북항 재개발의 개발 단계별 해수순환 특성을 살펴보고, 이와 동시에 북항으로 유입되는 4개의 하천의 유량을 갈수기, 평수기, 홍수기로 나누어 각 시기별 하천유량의 유입이 북항의 해수순환에 어떠한 영향을 미치는지를 수치모의하고자 하였다. 결과적으로 부산 북항을 중심으로 한 해수유동 수치모의 시 건설 전과 후에 하천유량이 증가할수록 신선대 방향으로의 Flux가 증가하고 이는 건설 전 후와 상관없이 유동방향이 변하지 않기 때문인 것으로 사료된다. 또한 건설 이전의 홍수시 하천 조건에서의 해수교환율은 60%, 건설 전 후의 해수교환율은 하천유량조건과 관계없이 거의 같은 간으로 해수교환율이 증가하였다.

• 한국항만경제학회지
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• 제31권3호
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• pp.107-120
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• 2015

기업들의 국제물류체계는 물류비용과 시간의 절감뿐만 아니라 물류의 부가가치 창출 기능을 극대화하기 위해 급속히 발전할 전망이다. 글로벌 공급체인 운영방식인 Ro-Ro 운송은 운송시간의 정확성, 비용절감, 신속성, 안전성 향상 등에서 경쟁력이 높아 이를 활용하기 위한 전략이 급증할 것으로 전망된다. 이에 본 연구에서는 한일간 교류 물동량 분석을 통해 Ro-Ro 부두 조성의 적정 수요와 규모를 추정해 보고자 하였다. 이를 위해 한일간 Ro-Ro선의 운항속도에 근거한 운항거리를 바탕으로 1권역과 2권역으로 구분하여 부산항과의 물동량(컨테이너와 일반화물)을 분석하였다. 분석된 물동량을 바탕으로 Ro-Ro선 이용 가능성이 높은 품목의 비중을 추정한 후 한일간 Ro-Ro 부두의 이용가능 물동량을 추정하였다. 추정된 물동량을 처리하기 위해서는 2만톤급 2개 선석과 장치장 10만$m^2$ 정도가 필요한 것으로 판단된다. 부산항에 Ro-Ro 전용 부두 조성을 통해 컨테이너 일변도의 항만정책을 탈피하고, 글로벌 기업들의 수요에도 대응할 수 있을 것이다.

• 한국항해항만학회지
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• 제34권1호
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• pp.59-64
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• 2010

본 연구는 마리나 건설 최적의 대상지를 결정하기 위하여 여러 가능해역 중에서 최적의 장소를 결정하는 것이다. 마리나 건설 후보지 선정 문제를 다루기 위해서 여수시 인근의 10개의 후보지를 대상으로 10개의 결정 요인들을 분석하여 최적의 장소를 선정한다. 본 논문에서는 가장 합리적인 장소를 결정하기 위하여 새로운 모델인 0-1정수 최적계획모형이 제안된다. 제안된 모형은 지금까지 최적 마리나 시설 분석 문제에 적용된 사례가 없다. 본 논문은 가장 합리적인 장소를 결정하는데 기여할 뿐만 아니라 제안된 모형은 타 지역의 마리나 시설 건설 후보지 선정 문제에도 적용할 수 있다.

• 한국해양공학회지
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• 제14권3호
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• pp.11-19
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• 2000

This study aims to examine the characteristics of the water quality variation in relation to the change of water exchange rate with respect to the development phases of the Pusan port. To clarify the characteristics, water exchange caused by the variations of coastline shape and water surface area was examined by the numerical experiments using the Lagrangian particle tracking model based on 2-D shallow water equation. As the results of numerical experiments, it was proved that the water exchange in the Pusan port was decreased mainly due to the port development and the breakwaters construction. During the port development phases from 1875 to 1998, 35% of the sea-space in the port had decreased to make hinterland spaces. This resulted in the loss of wet-land and coastline change as well as decrease of the water exchange rate at the sea side. The city population in that period had rapidly increased from several thousands to 4 millions, resulting in the large discharge of sewages into the port area. Under the these environmental conditions, it can be clearly said that the water quality in the Pusan port is sensitively affected by the discharge of urban sewages decrease of the water exchange rate in relation to port and urban developments. In the study, the temporal changes of water quality were discussed with respect to the port development phases. It was clear that the water quality wad controlled by the exchange rate change under the port development as well as the input impact into the port from the urbanized city area. To make clean sea of the Pusan port, it is suggested that the sewage control, the water exchange and coastline control should be systematically checked under the concept of eco-friendly development and environmental management.