• 제목/요약/키워드: Coastal offshore water

검색결과 219건 처리시간 0.025초

태풍 통과에 따른 한국 연근해 수온 변동 (Temporal and Spatial Variation of SST Related to the Path of Typhoons around the Korean Waters in Summer)

  • 서영상;김동순;김복기;이동인;김영섭;김일곤
    • 한국환경과학회지
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    • 제11권7호
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    • pp.627-636
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    • 2002
  • While typhoons were passing by the coastal and offshore waters around the Korean peninsula, the variations of the sea surface temperature (SST) were studied. To study on the variation, the data related to the 22 typhoons among 346 typhoons which occurred in the western Pacific during 1990∼1999, daily measured field SSTs at coastal and offshore, and imageries from advanced very high resolution radiometer on NOAA satellite during 1990∼1999 were used. The average variations of the SSTs were -0.9℃ at coastal waters and -2℃ at offshore around the Korean peninsula while the typhoons were passing by. In very near coastal waters from the land, the SST was not changed because the bottom depth of the coastal waters was shallower than the depth of thermalcline, while the typhoon was passing. The temporal and spatial variation of SSTs at coastal waters in summer were depended on the various types of the typhoons'paths which were passing through the Korean peninsula. When a typhoon passed by the western parts including the Yellow Sea of the Korean peninsula upwelling cold water occurred along the eastern coastal waters of the peninsula. The reason was estimated with the typhoon that was as very strong wind which blew from south toward north direction along the eastern shore of the peninsula, led to the Ekman transport from near the eastern coastal area toward the offshore. While cold water was occurring in the eastern coast, a typhoon passed over the coastal area, the cold water disappeared. The reason was estimated that the cold water was mixed up with the surrounding warm water by the effect of the typhoon. While a cold water was occurring in the eastern coast, a typhoon passed by the offshore of the eastern coast, there were the increasing of the SST as well as the disappearing of the cold water. While a typhoon was passing by the offshore of the eastern coast, the cold water which resulted from the strong tidal current in the western coast of the peninsula was horizontally spread from the onshore to the offshore. We think that the typhoon played the role of the very strong wind which was blowing from north toward south. Therefore, the Ekman transport occurred from the onshore toward the offshore of the western coast in the Korean peninsula.

하계동안 한국 서해 태안반도 연근해에서 부유퇴적물의 운반양상 (Southward Transport of Suspended Sediments during Summer Season in the Coastal Zone off Tae-An Peninsula, West Coast of Korea)

  • 최진용;박용안
    • 한국해양학회지:바다
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    • 제3권1호
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    • pp.45-52
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    • 1998
  • 1996년 하계동안 한국 서해 대안반도 연근해에서 부유퇴적물의 총함량과 분포경향 및 부유물질의 입도특성을 측정하였고, 수온과 염분의 수괴특성치와 비교하여 부유퇴적물의 운반양상을 해석하였다. 연구해역의 하계 수괴 특성은 수온과 염분이 수직적으로 균질한 연안수괴와 수온약층이 뚜렷한 외양수괴로 구분되는 바, 연안수와 외양수는 강한 조석전선의 영향으로 활발하게 혼합되지 않았다. 그런데 경기만으로부터 유래된 저염의 연안수는 조석전선의 외양역에서 밀도약층대를 따라 중층 저염수를 형성하였고, 남쪽방향으로 이동하는 것으로 분석되었다. 부유물 총함량(TSM)은 경기만 입구의 연안수역에서 5 mg/l 이상으로 높았으며, 외양수역에서 대체로 2 mg/l 이하로 낮게 측정되었다. 외양수역에서는 수괴 홍탁도가 상층과 하층에 비하여 높게 나타나는 중층 혼탁수가 형성되었으며, 경기만 연안해역에서 유래한 부유물질은 위에서 설명된 수괴이동을 따라 남쪽방향으로 이동되는 것으로 규명된다. 부유물질의 입자크기는 전체적으로 2~9 ${\mu}m$의 평균입자 범위이며, 평균입자가 7 ${\mu}m$ 이상인 조립질 부유물은 경기만 연안수역의 혼탁수와 외양역 중층 저염수의 혼탁수에서 우세하다. 따라서 수괴분포와 연관된 부유물질의 입자특성은 부유물질의 이동과 거동방향의 해석에 긍정적인 자료로 여겨진다.

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Effect of confining stress on representative elementary volume of jointed rock masses

  • Wu, Na;Liang, Zhengzhao;Li, Yingchun;Qian, Xikun;Gong, Bin
    • Geomechanics and Engineering
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    • 제18권6호
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    • pp.627-638
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    • 2019
  • Estimation of representative elementary volume (REV) of jointed rock masses is critical to predict the mechanical behavior of field-scale rock masses. The REV of jointed rock masses at site is strongly influenced by stress state. The paper proposed a method to systematically studied the influence of confining stress on the REV of jointed rock masses with various strengths (weak, medium and strong), which were sourced from the water inlet slope of Xiaowan Hydropower Station, China. A finite element method considering material heterogeneity was employed, a series of two-dimensional (2D) models was established based on the Monte-Carlo method and a lot of biaxial compressive tests were conducted. Numerical results showed that the REV of jointed rock masses presented a step-like reduction as the normalized confining stress increased. Confining stress weakened the size effect of jointed rock masses, indicating that the REV determined under uniaxial compression test can be reasonably taken as the REV of jointed rock masses under complexed in-situ stress environment.

연근해 어선원 재해 현황과 저감 대책 마련을 위한 기초 연구 (A basic research on risk control measure for reducing the fishermen's occupational accident in offshore and coastal fishing vessel)

  • 김욱성;조영복;김석재;류경진;이유원
    • 수산해양기술연구
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    • 제50권4호
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    • pp.614-622
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    • 2014
  • The aim of this study is to research attributes of fishermen's occupational accidents for investigating the measure of risk control on situational condition in the Korean offshore and coastal fishing vessel. Using data of fishermen's occupational accidents are from National federation of fisheries cooperatives for 2013. The results were as belows; Occupational accident occurrence rate was 29.5‰, slips & trips and struck by object and contact with gear were shown severe occurrence pattern. Occupational accident occurrence rate of offshore fisheries was 130.2‰, coastal was 16.9‰, specially the risk rates were severely high in several type of danish seine, stow net and offshore trap. Death rate by accidents was 10.6‰ and by fall into the water in occurrence pattern was 5.5‰.

파랑과 해안구조물과의 상호작용에 관한 연구 (The Study on the Wave Interaction Due to Offshore Structures)

  • 김성덕;이호진;도현승
    • 대한안전경영과학회지
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    • 제11권4호
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    • pp.139-145
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    • 2009
  • The present study is to investigate the effect of wave-structure interaction such as wave oscillation. The theoretical method is based upon the linear diffraction theory obtained by the boundary element method. The water depth and incident wave period in fluid region are assumed to be constant. To investigate the wave interaction due to offshore structures, the numerical program has been developed and the simulation has been carried out by varying the conditions of distance and width of offshore structures. This study can effectively be utilized for safety assessment to various breakwater systems and layout of offshore breakwater in the ocean and coastal field. It can give information for the safety to construct offshore structure and revetment in coastal region.

여수연안 정치망 어장의 환경요인과 어항 변동에 관한 연구 (Environmental Factors and Catch Fluctuation of Set-Net Grounds in the Coastal Waters of Yeosu)

  • 김동수;노홍길
    • 수산해양기술연구
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    • 제29권1호
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    • pp.1-10
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    • 1993
  • In order to investigate the environmental properties of set net grounds located in the coastal waters of Yeosu, oceanographic observations on the fishing grounds were carried out by the training ship of Yeosu Fisheries University from Jun. 1988 to Dec. 1990. The resultes obtained are summarized as follows; 1) The water mass in the fishing grounds were divided into the inner water (29.50-31.00$\textperthousand$), the mixed water (31.10-32.70$\textperthousand$) and the offshore water (32.70-34.30$\textperthousand$) according to the distribution of salinity from T-S diagram plotted all salinity data observed from Jun. 1988 to Dec. 1990. In spring the mixing water prevailed and in summer the inner and mixing water. But in autumn and winter the mixing and offshore waters prevailed. 2) The inner water which was formed by land water from the river of Somjin and the precipitation in the Yeosu district flowed southerly along the coast of Dolsando and spread south-easterly in the vicinity of Kumodo. The inner water and offshore water which supplied from the vicinity of Sorido and Yokchido formed the thermal front and halofront. 3) As the mixing water flowing from the western sea of Cheju to the southern coast of korea was low in temperature, the water mass of low temperature which appeared at the offshore bottom of Sorido in summer was considered not to be the Tsushima warm current. 4) As vertical mixing was made frequently in spring, autumn and winter, the differences in temperature and salinity between surface and bottom was respectively small. In summer, however, the mixing was not made because of the inner water expanded offshore through the space between surface and 10m layer and so a thermocline of $2.0^{\circ}C$/10m and halocline of 4.0$\textperthousand$/10m respectively in vertical gradient was formed. 5) In the vicinity of Dolsando and Kum a water low in salinity prevailed, but in the vicinity of Namhaedo and YoKchido the reverse took place. The inner and mixing waters formed at these arease was limited to the observation area not to spread widely.

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Natural frequency of bottom-fixed offshore wind turbines considering pile-soil-interaction with material uncertainties and scouring depth

  • Yi, Jin-Hak;Kim, Sun-Bin;Yoon, Gil-Lim;Andersen, Lars Vabbersgaard
    • Wind and Structures
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    • 제21권6호
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    • pp.625-639
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    • 2015
  • Monopiles have been most widely used for supporting offshore wind turbines (OWTs) in shallow water areas. However, multi-member lattice-type structures such as jackets and tripods are also considered good alternatives to monopile foundations for relatively deep water areas with depth ranging from 25-50 m owing to their technical and economic feasibility. Moreover, jacket structures have been popular in the oil and gas industry for a long time. However, several unsolved technical issues still persist in the utilization of multi-member lattice-type supporting structures for OWTs; these problems include pile-soil-interaction (PSI) effects, realization of dynamically stable designs to avoid resonances, and quick and safe installation in remote areas. In this study, the effects of PSI on the dynamic properties of bottom-fixed OWTs, including monopile-, tripod- and jacket-supported OWTs, were investigated intensively. The tower and substructure were modeled using conventional beam elements with added mass, and pile foundations were modeled with beam and nonlinear spring elements. The effects of PSI on the dynamic properties of the structure were evaluated using Monte Carlo simulation considering the load amplitude, scouring depth, and the uncertainties in soil properties.

한국 남동해안 외해 표층 200m 수온의 년변동 (Annual Variation of Water Temperatures in the Upper 200m Off)

  • 강용균;강옥규
    • 한국해양학회지
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    • 제22권2호
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    • pp.71-79
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    • 1987
  • 동해안 외해역 51개 정점의 표층 200m내 10개 표준 수심의 누년평균 수온자 료에 대한 조화분석을 통하여 수온의 연변동을 구명하였다. 연안에 인접한 해역에 서 연평균 수온의 등온선은 해안선에 거의 평행한 반면에, 외해에서는 등온선이 위 도선에 거의 평행한다. 수심이 증가함에 따라 수온의 연진폭은 지수함수적으로 감 소하고, 연위상은 거의 선형적으로 증가한다. 동해 남동해역에서의 평균적인 지수적 진폭 감소 수심 (e-folding depth)은 65 이고, 수심증가 200m에 따른 연위상의 변동 은 180 이며, 연직방향의 난류적 전도계수는 $4\textrm{cm}^2/sec$해안으로부터 수십해리 이내인 연안역의 수온 연변동은 외해의 수온 연변동과 상당히 다르다. 연안역 진폭의 지수 적 감소 수심은 외해에서 보다 얕으며, 수심에 따른 수온 연변동 상의 증가는 연안 쪽이 외해쪽보다 완만하다.

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