• 제목/요약/키워드: Waterway

검색결과 387건 처리시간 0.02초

비정형 빅데이터를 활용한 코로나19 발병 전후 경인 아라뱃길 인식 비교 탐색 (Comparative Exploration of Gyeongin Ara Waterway Recognition Before and After COVID-19 Outbreak Using Unstructured Big Data)

  • 한장헌
    • 디지털산업정보학회논문지
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    • 제20권1호
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    • pp.17-29
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    • 2024
  • The Gyeongin Ara Waterway is a regional development project designed to transport cargo by sea and to utilize the surrounding waterfront area to enjoy tourism and leisure. It is being used as a space for demonstration projects for urban air transportation (UAM), which has recently been attracting attention, and various efforts are being made at the local level to strengthen cultural and tourism functions and revitalize local food. This study examined the perception and trends of tourism consumers on the Gyeongin Ara Waterway before and after the outbreak of COVID-19. The research method utilized semantic network analysis based on social network analysis. As a result of the study, first, before the outbreak of COVID-19, key words such as bicycle, Han River, riding, Gimpo, Seoul, hotel, cruise ship, Korea Water Resources Corporation, emotion, West Sea, weekend, and travel showed a high frequency of appearance. After the outbreak of COVID-19, keywords such as cafe, discovery, women, Gimpo, restaurant, bakery, observatory, La Mer, and cruise ship showed a high frequency of appearance. Second, the results of the degree centrality analysis showed that before the outbreak of COVID-19, there was increased interest in accommodations for tourism, such as Marina Bay and hotels. After the outbreak of COVID-19, interest in food such as specific bakeries and cafes such as La Mer was found to be high. Third, due to the CONCOR analysis, five keyword clusters were formed before the outbreak of COVID-19, and the number of keyword clusters increased to eight after the outbreak of COVID-19.

선박의 조종성과 복합항행견지에서 선로표식시스템에 관한 연구(I) (A Study on the Aids to Navigation System from the Viewpoint of Maneuverability and Combined Piloting of the Ships(I))

  • 구자윤;이동섭;전상엽;정태권;우병구
    • 한국항해학회지
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    • 제16권3호
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    • pp.19-31
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    • 1992
  • The Navigational System is the Fundamental System of Port Transportation System and comprises 3 Subsystems, say, the Waterway System, the Shiphandling System and the Support System. The Waterway System of Navigational System is the important and fundamental System for Traffic Safety inside the Port like a Car Road System on Land. This study aims to make a Guideline for the Optimal Waterway System of Port Development and Safety. The Conclusion of this Paper are drawn : 1) The complicated Shiphandling Operations should be avoided for the period of Physical night Time for eliminating the Human Errors. 2) For the Maneuverability and all-weather Combined Piloting the Inside Turn Point Buoy and Begin the-turn Buoy should be mounted with Racon(T) and Radar Reflector for foggy and bad weathers. 3) The Seabuoy located in the Approaching Area for Pilot Station and making Landfall should be mounted with Racon(G) and Morese A Light for giving a Hint of Pilot Station to the Captain on the Bridge, and these Equipments of Racon and Light should be operated normally and effectively even in a Heavy and stormy weathers. 4) A Basic Practical Expression, 1/2 L sin D, for calculating the Extra Width of Cutoff Turn Regions was derived Originally from the Viewpoint of Turn Maneuvers and Maneuverability of the Ship.

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A Quantitative Marine Traffic Safety Assessment of the Vung Tau Waterway

  • Nguyen, Xuan Thanh;Park, Youngsoo;Park, Jinsoo
    • 한국항해항만학회지
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    • 제36권9호
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    • pp.721-728
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    • 2012
  • Marine traffic safety of the Vung Tau Waterway, from port limit to Ganh Rai Gulf, plays a crucial role in the economic development of the important triangular economic zone in the south of Vietnam: Ho Chi Minh City, Dong Nai Province, Ba Ria-Vung Tau Province. This paper uses the IWRAP Mk2 program to assess marine traffic safety and shows that in the area there are three parts of fairway have highest risk of collision (from buoys No. 8-9 to buoys No. 1-2 of the Song Dinh fairway; from buoy No. 0 to buoys No. 8-9 and from buoys No. 6-9 to buoys No. 8-9A of the Sai Gon-Vung Tau fairway) and the two areas have highest risk of grounding (the Vung Tau coastline from Ganh Hao to Sao Mai and an area in the Ganh Rai Gulf). In addition, the result of a questionnaire survey on a group of Pilots shows that wind, current and rain/fog have considerable negative effect to ship handling of large vessels in this area. This paper's results will be used in the further research to discover solutions for improving marine traffic safety in the Vung Tau Waterway.

시나리오를 이용한 울산 내항의 혼잡 분석 (Congestion Analysis in the Inner Harbour of Ulsan Using a Scenario)

  • 하창승;백인흠
    • 수산해양교육연구
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    • 제19권2호
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    • pp.278-287
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    • 2007
  • Since traffic congestion ratio at any given port fluctuates on the number of arriving and departing vessels, the total tonnage of freight volume being handled, and the number of berth in operation and other factors, there exists a need to numerically analyze the waterway traffic volume. However, there are no effective regulations in regards to the waterway traffic analysis prior to expansion of a port facility. The current analysis requires the traffic analysis in relation only to the width of the waterway, which clearly falls short of achieving a comprehensive evaluation study that could be used in consideration of port expansion.This study provides five scenarios to execute a comprehensive evaluation study and base for the sensitivity study by analyzing the scenarios. As a result of the sensitivity analysis, the A, B, and C scenarios varies the average arrival ratio of the berth shows 1.1, 1.19, and 1.28 times of delays respectively. Also, The D and E scenarios take place malfunctions of pier shows 1.21 and 1.53 times of delays respectively. Therefore, various strategies of harbor development and method of harbor management are needed for the flexible correspondence to the environmental changes such as the excessive increasing of the freight volume and often taking place of malfunctioning.

광양항 항로 개선에 관한 Simulation 연구 (A Simulation Study on the Improvement of the Waterway of Kwangyang Harbour)

  • 홍종해;김환수
    • 한국항해학회지
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    • 제18권2호
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    • pp.1-18
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    • 1994
  • Kwangyang harbour has been developed very rapidly and has 20 berths including 2 for 250,000DWT bulk carriers at the terminal of Kwangyang Steel Company only. In addition to this, the port is developing a container terminal with 10 berths for 50,000GRT container ships, the construction of which is scheduled to be finished in the year 2000. Because of these development, it has been pointed out that the existing waterways are not wide and safe enough for the new large ships to be catered for. This work, therefore, aimed to examine the naviga-tional safety of the waterways of Kwangyang Harbour, and to suggest how to improve the existing water-ways for the large ships to be introduced in the near future. In examining the safety of the existing and newly suggested waterways, waterway design simulation methodology has been applied. From this study, it has been suggested that the No.4 navigational channel has to be dredged to the depth of 22.5 meters and used as an entrance channel only, while the No.3 channel is used as an exit channel. Additionally, a new waterway has been recommended to be established over the Myodo Island for the container ships which will use the new terminal, the width of which has been recommended to be 400 meters with 440 meters from the bend area.

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GEOWEPP 모형을 이용한 고랭지 경사지밭 소유역의 토양유실 저감방안 (Soil Erosion Reduction Plan for Watershed with Sloping Fields of Highland Agriculture by Using GEOWEPP Model)

  • 문종필;김태철;이성현;권진경;이수장;임경재
    • 한국농공학회논문집
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    • 제52권6호
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    • pp.135-144
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    • 2010
  • This study was performed to suggest a soil loss reduction skill through estimating soil erosion from a small watershed including each type of sloping agriland by using GEOWEPP model. Experimental watershed at Gangwon province was selected for very typical sloping fields of highland agriculture in Alpine area. Runoff discharge and sediment load, hourly rainfall amount occurred during storm event were gauged, and weather data were obtained from Daegwallyeong meteorological station. The results of GEOWEPP model estimation showed that relative error values for total runoff discharge and sediment load were 3 %, -14.5 % respectively. Based on the result, soil erosion and waterway path map for each hillslope were made to select target hillslope. Several hillslopes of severe soil erosion were analyezed and then the optimal vegetative filter strip construction width and waterway path to plant grass were decided by using GEOWEPP Model.

A Study on the Development the Maritime Safety Assessment Model in Korea Waterway

  • Park, Young-Soo;Kim, Jong-Sung;Aydogdu, Volkan
    • 한국항해항만학회지
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    • 제37권6호
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    • pp.567-574
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    • 2013
  • Although Korea coastal area has the increasing potential marine accident due to frequent ship's encounter, increased vessel traffic and large vessel, there is no specific model to evaluate the navigating vessel's risk considering the domestic traffic situation. The maritime transport environmental assessment is necessary due to the amended maritime traffic law. However, marine safety diagnosis is now carried out by foreign model. In this paper, therefore, we suggest a domestic traffic model reflecting the characteristics of korea coastal area and navigator's risk as we named PARK(Potential Assessment of Risk) model. We can evaluate the subjective risk by establishing the model and model output into maritime risk exposure system. To evaluate this model's effectiveness, we used ship handling simulation and applied, analyzed collision accident which occurred in korea coastal area. And also, we applied integrated to an ECDIS program for monitoring traffic risk of vessels with real time based AIS data and apply to evaluate traffic risk in busan harbor waterway. As a result, we could evaluate busan harbor waterway risk effectively.

프리캐스트 세그먼트를 이용한 조립식 수로암거구조물의 역학적 거동 특성 (Mechanical behaviour of waterway culvert structure assembled by precast segments)

  • 이규필;황재홍;신휴성;홍세균
    • 한국터널지하공간학회 논문집
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    • 제12권2호
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    • pp.193-200
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    • 2010
  • 암거구조물의 특성상 암거 표준도가 제정되어 실무에 활용되고 있다. 그러나 이는 암거구조물의 설계 및 시공성을 향상시킬 수 있으나, 다양한 현장조건에 부합하는 단면형상의 선정에 제약조건으로 작용하게 된다. 이러한 문제점을 해결하기 위하여 프리캐스트 세그먼트 조립을 통하여 다양한 형상의 암거구조물 시공이 가능한 현장 대응형 암거구조물 설계 및 시공기술을 개발하였다. 조립식 수로암거구조물의 구조적 특성상 프리캐스트 세그먼트의 연결부가 고정 또는 내부힌지 거동 여부에 따라 부재의 두께, 철근량 등이 변화하게 되며, 이는 시공성 및 경제성에 큰 영향을 미치게 된다. 따라서 본 연구에서는 세그먼트 연결부의 합리적인 모델링 기법 제시를 위하여 현장실험 및 수치해석을 수행하였다. 현장실험 및 수치 해석 분석 결과, 몰타르 충진식 슬라브를 이용한 슬라브, 벽체, 기초판 프리캐스트 세그먼트는 연결시공을 통하여 조립식 수로암거구조물은 일체화된 구조물로 거동하는 것으로 나타났다.