• 수산해양기술연구
• /
• 제30권3호
• /
• pp.142-149
• /
• 1994

In order to investigate the environmental properties of set net grounds located in the coastal waters of Yeosu. The current in the vicinity of set net grounds was observed by drogue and current meter in 1990 and 1992. The results obtained are summarized as follows: The direction of tidal current at the north enterance of Yeosu bay was southerly in ebb and northwesterly in flood without the distiction of the neap tide and the spring tide. In spring tide the maximum Velocity of the tidal current was 68 cm/sec in ebb and 66 cm/sec in flood. In neap tide the maximum velocity of the tidal current was 37 cm/sec in ebb and 35 cm/sec in flood. And so the direction of residual current was the south ward mainly and 21 cm/sec. The direction of tidal current at set net fishing grounds was southwesterly in ebb and westerly or northwesterly in flood. Regardless of the distinction of neap and spring. The maximum velocity of the current in spring tide was 50 cm/sec in ebb and 40 cm/sec in flood and that in neap was 28 cm/sec in ebb and 25 cm/sec in flood. In spring tide the speed vector along the major axis of semidiurnal tide component was three times as large as diurnal tide. In neap tide, however, the speed vector was about 50% less then that in spring tide, and the semidiurnal tide and diurnal tide were equal in the size of current ellipse and the direction of major axis. The sea area had a southwesterly residual current. 11 cm/sec in spring tide and 7 cm/sec in neap tide. According to the result of drogue tracking, the vicinity of set net fishing ground had a southerly residual current which formed in Yeosu Bay and a weak westerly residual current toward Dolsando from Namhedo. Therefore, set net fishing ground in coastal water of Yeosu was distributed in boundary of inner water which formed from Seamjin river and offshore water supplied from the vicinity of Sorido and Yochido.

• 수산해양기술연구
• /
• 제57권1호
• /
• pp.45-56
• /
• 2021

In order to understand the tide and current around the sea route of Jinhae and Masan passages, tide measurement and 2D numerical model experiments of tidal current and residual flow were carried out. Tide is composed of 84% of semi-diurnal tide, 11% of diurnal tide and 4% of shallow water tide, respectively. Phase lags of the major components for the tide around the study area have little differences. The flows are reversing on the whole, but have rotational form around Jamdo Island, south of Masan passage in spring tide and Ungdo Island, north of Masan passage in middle and neap tide. Current flows the speed of 50 cm/s in the sea areas near small islands, 5 cm/s in Jinhae harbor, Hangam bay and near Jinhae industrial complex and 20-30 cm/s in Jinhae passage, Budo channel and Masan passage. Tide-induced topographical eddies are formed near small islands, but few eddies exist and the flow rate of less than 5 cm/s tidal residual current formed in Jinhae and Masan passages. The flows in Jinhae and Masan passage give a good condition for a passage into Jinhae and Masan harbor.

• 수산해양기술연구
• /
• 제12권1호
• /
• pp.19-24
• /
• 1976

A series of physical oceanographic investigations of the circulation in the Kwang Bay' were carried out seven times from May 1974 to May 1975 every other month. The average water transports through the southern entrance of the' Kwang Yang Bay were approximately $1,014{\times}I0^6m^3$/half-tide in ebb current and $278{\times}10^6m^3$$405.6{\times}I0^6m^34/half-tide in ebb current, and $282{\times}10^6m^3 $/half-tide in flood current, at the maximum current intensity. The water from Seomjin River flows into the bay at an annual average rate of $84{\times}I0^6m^3$/half-tide, the rate being fluctuated from month to month from $6.0\times}10^6m^3 $to $11. 5{\times}I0^6m^3 $per half-tide.

• 한국해양학회지
• /
• 제13권1호
• /
• pp.29-34
• /
• 1978

인천항 부근해역은 우리나라 연안에서 가장 조차가 큰 천해역으로서 연안 및 섬주위로 간석지가 매우 잘 발달되어 있다. 따라서 동 해역은 오래전부터 큰 조차를 이용한 조력발전 후보지로 인정되어 왔고 앞으로의 개발전망이 밝을 뿐 아니라 광대한 간석지를 개발하기 위한 간척사업 후보지로 각광을 받고 있다. 이와 같은 개발계획의 대상으로 인정되는 해역에 있어서의 조류에 대한 정확한 조사연구는 중요한 일이라 생각된다. 인천항 부근해역의 조류에 관해서는 이(1963), 강(1972) 및 이(1972)등의 조사보고가 있는데 이들 조사관측 및 국내에서 실시되어 온 일반적인 조류관측은 거의 대부분이 동시관측에 의한 것이 아닐뿐더러 각 조기별 즉, 대조, 중조, 소조,기별로 실시된 것이 아니므로 각 조기별로 또한 각 지역별로 동시에 나타나는 조류의 특성을 비교하는 데에는 문제점이 있었다 하겠다. 우리나라 남해안이나 특히 서해안과 같이 조석이 큰 해역에서는 각 조기별로 조류의 특성이 매우 다르기 때문에 이를 비교파악 하기 위한 여러 지점에서의 조기별 동시 조류관측은 매우 어렵지만 의미있는 일이라 생각된다. 본조사에 있어서는 특히 이러한 점을 최대한으로 고려하여 실시되었다.

• 한국수산과학회지
• /
• 제25권5호
• /
• pp.359-370
• /
• 1992

To investigate the flow pattern and mixing process in Suyoung Bay, field observations and data analyses of tidal current, salinity and suspended sediment (SS) were carried out. Ebb flow is stronger than flood flow, and duration of ebb tide is longer than that of flood tide. Semi-diurnal component of tidal current is predominant, and current rotating clockwise occurs in the central part of the bay. The direction of the residual currents in the central part of the bay and offshore is almost N to WNW, and the speed is 4-14cm/s. Eulerian diffusion coefficients estimated from the current data have the range of $6.2\times10^4-4.2\times10^6\;cm^2/s,$ Salinity structure in Suyoung River estuary during flood tide is of partially mixed type, but is of stratified type during ebb tide. Salinity fluctuation is large at the surface, and the fluctuation decreases with depth. SS concentration in Suyoung River estuary has a higher value during ebb tide than that during flood tide. Salinity and 55 concentrations in the estuary appeared to be very sensitive to the change of river flow.

• 수산해양교육연구
• /
• 제13권2호
• /
• pp.168-177
• /
• 2001

The flow pattern and water mass structure in the Chungmu channel were investigated using the field observations during June and July, 2001. The currents in the channel may be regarded as a hydraulic current decided by difference of tide levels between two sides in the channel. The strongest current in the channel occurs around in high water and low water. The coefficient C to be determined the characteristics of velocity in the channel was obtained from an equation, $u=C{\sqrt{2gh}}$ and ranges from 0.37 to 0.65 in the Chungmu Channel at the spring tide and from 0.23 to 0.37 at the neap tide. Eastward tidal transport is usually larger than that of westward transport in Chungmu the Channel. Sea water exchange rates are 39.2% in spring tide and 20.5% in neap tide respectively. The water mass structure in the channel is changed by the speed of the tidal current. The water mass is well mixed at the high water when the current is strong and is stratified at slack water when the current is weak.

• 수산해양기술연구
• /
• 제57권3호
• /
• pp.214-227
• /
• 2021

The distribution of tidal current and tidal induced residual current, topographical eddies and tidal residual circulation in the waters surrounding the Geumo Island-An Island channel were identified through numerical model experiments and vorticity balance analysis. Tidal current flows southwest at flood and northeast at ebb along the channel. The maximum flow velocity was about 100-150 cm/s in neap and spring tide. During the flood current in the neap tide, clockwise small eddies were formed in the waters west of Sobu Island and southwest of Daebu Island, and a more grown eddy was formed in the southern waters of Geumo Island in the spring tide. A small eddy that existed in the western waters of Chosam Island during the ebb in neap tide appeared to be a more grown topographical eddy in the northeastern waters of Chosam Island in spring tide. Tidal ellipses were generally reciprocating and were almost straight in the channel. These topographical eddies are made of vorticity caused by coastal friction when tidal flow passes through the channel. They gradually grow in size as they are transported and accumulated at the end of the channel. When the current becomes stronger, the topographic eddies move, settle, spread to the outer sea and grow as a counterclockwise or clockwise tidal residual circulation depending on the surrounding terrain. In the waters surrounding the channel, there were counterclockwise small tidal residual circulations in the central part of the channel, clockwise from the northeast end of the channel to northwest inner bay of An Island, and clockwise and counterclockwise between Daebu Island and An Island. The circulation flow rate was up to 20-30 cm/s. In the future, it is necessary to conduct an experimental study to understand the growth process of the tidal residual circulation in more detail due to the convergence and divergence of seawater around the channel.

• 수산해양교육연구
• /
• 제25권3호
• /
• pp.733-742
• /
• 2013

The Korea has significant tidal current energy resources, but it is so hard to work underwater for tidal turbine installation. Therefore commercial diving work is very important for tidal current generator. Also, Jangjuk channel is vary famous as proper area to generate tidal current energy. Nevertheless, no one is studied about characteristics of commercial diving works with installation of tidal current generator. The purpose of this study is to introduce commercial diving with work types and investigate critical limits of diving working under the conditions, which are working only to minutes at slack tide during the neap tide. As the results, work types are five as like mooring installation, OMAS(Offshore Maintenance Access System), support structure installation, cable and turbine installation. Here, the original construction period is expected about 4 months, but the construction take 18 months to complete. The cause of extends construction period is insufficiency of researching tidal current conditions at the site and ignorance of slack tide which need to secure diving working time. Total diving working times are 110th during 18 months, the highest percentage of diving times is turbine installation about 43.6 %, and cable, mooring installation and support structure construction are 27.3 %, 15.5 %, 13.6 %, respectively. On the basis of this study, estimation of times of commercial diving is possible with work types of tidal current power, and has a significance as basic data to determining construction period.

• 한국해양환경ㆍ에너지학회지
• /
• 제13권4호
• /
• pp.234-240
• /
• 2010

연안개발로 인해 발생하는 해양환경 변화를 정확히 예측하여 해양환경을 효율적으로 관리하기 위해서는 정확한 조위 및 조류 분포에 관한 자료의 확보가 필수적이다. 그러나 현재 대부분의 환경영향평가에서는 조석 수치모의에서 제한된 조석분조 만을 사용하여 조위와 조류분포를 예측하여 많은 분조의 합성에 의해 발생되는 실제 조석현상을 정확하게 계산하지 못하고 있으며, 이로 인해 환경영향평가에 오류가 발생하고 있다. 본 연구에서는 제한된 분조의외해 개방경계에서 조화상수를 가지고도 연안에서 관측된 조위자료를 활용하여 실시간으로 정확하게 조위 및 조류 분포를 예측할 수 있는 방법을 제안하였다. 4개 분조에 의한 조위와 38개 분조에 의한 조차의 비 그리고 모의조차와 관측조차의 비를 가지고 보정한 조위 예측결과는 관측조위와 잘 일치하였다.

• 한국해양학회지
• /
• 제30권3호
• /
• pp.147-162
• /
• 1995

큰 潮差 지역인 금강 鹽河口의 潮流과 江水流入에 의한 순환과 이에 따른 부유물질의 이동을 알아보기 위해 1990년부터 1992년까지 세 정점에서 潮流 및 浮游퇴적물질 농도를 관측하였다. 이 염하구의 가장 외해쪽 관측점에서는 漲潮流 와 落潮流의 수직 구조는 거의 대칭형을 나타내고 있다. 또, 남측 수로에서는 漲 潮流가 全水層을 통해서 우세하나 북측 수로에서는 상층과 저층에서는 落潮流가 우세하고 중층에서는 漲潮流가 우세하였다. 남측 수로에서의 최대유속은 漲潮流 시에 중층에서 174 cm/s이었으며, 북측 수로의 최대 유속도 漲潮流시 중층에서 148 cm/s로 기록되었다. 반면에 표층과 저층에서는 최대유속 110.6 cm/s의 강한 유속이 落潮時에, 92.1 cm/s이 漲潮시에 각각 기록되었다. Hansen and Rattray 의 scheme에 의하면 금강 鹽河口는 Type 3로 분류될 수 있다. 즉 이 鹽河口의 수층은 漲潮流에 의해서 成層化하고 高潮後의 落潮流는 수층간의 밀도차를 줄여 서 亂流化한다. 이곳의 저층 흐름은 일반적으로 난류성이다. 한 조석 週期당 부유 물질의 이동량은 潮差와 하천유량에 달려있다고 생각된다. 관측기간중 최대의 부 유물질 이동은 하천유량이 최소였던 1991년 5월중 남측 수로에서의 측정치에서 초당 20.61톤으로 나타났으며, 최소 이동은 최소 潮差 기간인 1992년 7월에 북측 수로에서 초당 0.65톤으로 나타났다. 본 연구해역의 강한 해저전단속도는 창조류 기간 동안에 해저퇴적물을 침식시키며, 상대적으로 긴 落潮 기간은 이들 부유퇴적 물을 외해쪽으로 운반시키고 있다. 정상적인 강수 유입 조건하에서는 대부분의 부유물질이 남측 수로를 통해서 운반되나 강수의 유입이 많아지는 경우에는 오히 려 북측 수로를 통한 부유물질의 이동이 더 크다.