• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2010.04a
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• pp.227-230
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• 2010

2010년 3월 26일 21시 45분경, 백령도 서남쪽 1.6km(1마일)해상에서 대한민국 해군의 초계함 천안함이 원인 미상의 사고로 침몰한 사건이 발생하였다. 이에 연안공학자의 입장에서는 수색 및 구조에 필요한 기초자료인 해상조건들을 제공하고 시뮬레이션을 통한 보다 자세한 예측 및 유추가능한 자료를 제공한다는 것은 뜻깊은 일임에 틀림없다. 이에 본 연구에서는 백령도-대청도 부근해역의 기상, 파랑, 조석 및 조류, 저질, 부유사 상태등을 조사 분석하고 이를 기초로 해역특성을 분석하였다. 사건당시의 유속상황은 소조기(neap tide)-중조기 (mean tide) 사이에 해당하며 3월 26일이 지나고 4월 3~4일까지는 유속이 가장 강한 대조기 (spring tide)가 진행되는 시점으로 수색 및 구조작업에 에로사항이 있는것으로 파악되었다. 또한, 21:00-22:00 경은 낙조가 진행 중에 있기 때문에 물질이동은 남동쪽이 우세할 것으로 보이며 특히, 불규칙한 해저지형으로 인하여 급격한 와류 등이 존재할 것으로 판단되어 입자추적실험을 수행하였다. 수행 결과, 입자는 유속상황에 따라서, 초기에는 남동쪽으로 이동하지만 장기 예측결과, 외해쪽으로 흘러가는 것으로 나타났다. 이를 통하여 추후, 수색작업의 범위를 외해쪽으로 확대시켜야 할 것으로 사료된다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2015.07a
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• pp.183-185
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• 2015

반폐쇄해역에서는 해수교환이 어렵고 육상에서 유입부하와 적조 등의 영향을 강하게 받기 때문에 항상 수질과 저질이 악화되기 쉬운 환경에 처해 있어서 이의 개선을 위한 일환으로 해양식물(잘피)의 서식환경을 복원하여 해양정화에 기여하기 위한 친환경적 접근이 필요하다. 다양한 해상환경조건하에서 잘피의 서식은 변화므로 특히, 파랑의 극한 외력여건에 견디는 친환경 잘피 지지구조물 기술개발이 우선되어야 한다. 본 연구는 잘피장 조성의 기반기술로 해양식생 지지용 바이오 블록을 개발하고 특히, 관광지 및 해양클러스터 단지로 대외적으로 알려져 있는 영도해역에서 영도구가 야심차게 준비해오고 있는 해상낚시터 인근해역에 적용할 수 있는 바이오 블록의 현장시범거치를 통해 잘피 등 해양식생을 유도하기 기반을 마련하기 위한 기초연구로 대상구역에서의 파랑해석과 식생 조성 후에 파랑의 반응특성을 수치모델을 통해 분석하고자 하였다. 계산 결과는 대상지역에 적용할 사면 피복재로 바이오 블록의 규격을 결정하는데 반영될 것이며 후속 연구에서 실제블록의 제작과 현장거치를 수행하고자 한다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2014.10a
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• pp.5-6
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• 2014

Pohang port have specified 19 anchorage and 3 quarantine anchorage, but this anchorage is insufficient required anchorage because the average daily use of more than 40 vessels, also Pohang anchorage have geographical characteristics that are open to offshore northeast direction. Recently, sinking ship accident was caused at Pohang port anchorage by dredging anchor due to strong wind from north or north-east. ${\cdots}$ (중략) ${\cdots}$.

• Journal of the Korean Society of Fisheries and Ocean Technology
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• v.27 no.4
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• pp.266-277
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• 1991

To catch the surf clam, Mactra chinensis, in sand bottom using the excavating performance of water jet, the authors had constructed the experimental hydraulic jet dredge by the result of water tank experiment of previous report, and also were carried out the field experiments in the surf clam fishing ground near Kunsan, Korea from 5th to 30th of October, 1990. The results obtained are as follows. 1) Excavating depth was more than 10~11cm at the 1500cm/s water-jet velocity in the fine sand and muddy sand. 2) Towing tention was only 105$\pm$5kg in the 6.7cm/s towing speed. 3) Average catch amount per unit towing area was 0.42kg/m super(2) and it was 1.2~1.6 times comparing on the conventional dredge. 4) Experimental hydraulic jet dredge did not nearly brake the surf clam. 5) Turbidity variation by the water jet of dredge was not serious in the fishing ground; On the surface, when the depth is more than 5.2m, turbidity variation was not found at all, and on the 3m layer above the bottom, turbidity variations was increased 9~11ppm at 1m backward from the dredge, but it was gradually decrease, and it was nearly not at 9m backward from the dredge.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.11 no.1
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• pp.177-188
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• 1991

The littoral drift in the nearshore zone occurs mainly due to wave action and nearshore currents. Beach topotraphical evolution model presented in this study shows the possibility which can be applied to the prediction of beach deformation over short time interval, associated with the construction of coastal structures. The 3-dimensional beach evolution model, based on Watanabe's equation and Deguchi's flux model, is developed and consists of three submodels of wave transformation, rip-currents, and beach deformation. This model is applied to the several cases with different conditions and compared with the results of Watanabe's numerical model. In addition, the effects of parameters involved are discussed.

• The Journal of the Korea institute of electronic communication sciences
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• v.10 no.5
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• pp.629-636
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• 2015

This study carried out in order to investigate the most basic elements of suitability selection methods for composition of artificial reef. Acquired data by in-situ measurements and satellite remote sensing analysed in applying GIS. To identify the characteristic of marine environment around the West Sea, the South Sea and the East Sea of Korea, physical conditions-seabed sediment and depth, biological conditions-chlorophyll-${\alpha}$, chemical conditions-Sea Surface Temperature(SST) and DO were used. Suitable sites for artificial reef are selected Taean Peninsula, Geoje, Wando, Pohang, Seocheon, etc. From now on, it will be helpful to effectively utilize artificial reef as well as construct synthetic database. It is also expected to use basic data for artificial reef facilities management.

• Journal of the Society of Naval Architects of Korea
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• v.52 no.5
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• pp.387-394
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• 2015

Before salvaging a wrecked ship, the physics-based simulation is needed to predict lifting force before real operation by floating crane or barge. Procedures affecting lifting force for the salvage can be divided into three stages. At the first stage, the bottom breakout force for the wrecked ship to escape from seabed sediment should be calculated. At the second step, the current force acting on the wrecked ship while lifting from the seabed to near sea surface should be considered. Finally, buoyancy change near at the sea surface when the wrecked ship start to escape from the water should be considered. In the previous studies, only the breakout force at the first stage was calculated based on simple assumption of embedment depth and contact area of the wrecked ship. Therefore, we develop a program for salvage simulation including whole stages. It is composed of four modules such as the equations of motion, time integration, force calculation, and visualization. As a result, it is applied to simulate lifting the wrecked ship according to various environmental loads including seabed sediments.

• Journal of Navigation and Port Research
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• v.35 no.8
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• pp.613-618
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• 2011

Vessels on anchoring are sometimes dragged due to the increased external forces. For preventing the dragging, it is required to enhance the holding power of the anchor. The holding power depends on the type and weight of the anchor and the seabed condition. Especially, the holding power of AC-14 type anchor is known to be 2~2.5 times bigger than that of ASS type anchor. However, these coefficients was determined nearly by the result of the model test, so there is a need to verify that by sea trial. Therefore actual dragging case was analyzed and then compared with the coefficients in use, it was found that the two of them are much alike.

• Journal of Navigation and Port Research
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• v.38 no.6
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• pp.683-688
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• 2014

The vessel should prevent dragging anchor against the external forces by utilizing the anchor and secure the stability of it. A fundamental understanding on the embedding motion and holding power of the anchor is necessary to perform the safe operating of anchor work. In this study, the embedding motion and holding power of the anchor according to an initial position in an experimental tank of 6m long in sand are tested by using two types of different anchor models(ASS and AC-14), which are generally applied to the commercial vessel nowadays. The anchor flukes seem to rotate and to be embedded into soil up to the maximum depth and maintaining a constant depth in case of the same direction and perpendicular to the towing direction, regardless of the form of an anchor. In case of the opposite direction to the towing direction, it is noted that the coefficient of holding power becomes smaller than the other initial positions.

• Journal of the Korean Society of Marine Environment & Safety
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• v.20 no.2
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• pp.172-178
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• 2014

This study suggests the minimum critical external forces based on the assessment of anchoring safety to single anchor situation for representative 8 number of ships in E-group anchorage of Ulsan port. Assessment of anchoring safety is compared holding powers of anchor with external forces of wind, wave and current. Holding powers was reflected materials of seabed, equipment numbers regarding anchor and chain weight, also external forces acting on a hull was calculated considering projected wind area and wetted surface area to the full and ballast conditions respectively. The results of anchoring safety assessments to single anchor showed that the minimum criteria of dragging anchor is a little different from ship's type, size and loading conditions. Bulk carrier can be dragged over the 15m/s of winds and Tanker can be dragged over the 13m/s of winds in case of less than 2knots of currents speed.