• 한국해양학회지
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• v.9 no.2
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• pp.19-30
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• 1974

Current observations were carried out in Jinhae Bay area during the period of January to February 1974. The data were synthetically analyzed and the characteristics of the water movement in Jinhae Bay were studied. The water movement in Jinhae Bay area is a reversing tidal current type and the Semi- diurnal tidal current is predominant. The ebb current begins at about high water time and the strongest current occurs at about 3 hour after high water. The flood current begins at 0.2-1.0 hour before low water and the strongest current occurs at about 3-4 hour after low water. The main ebb current flows to SE direction with the maximum welocity, about 100cm/sec and the lood flows to NW with the maximum velocity, about 70cm/sec. Generally, the ebb current in Jinhae Bay is more predominat than the flood current except at the west and the north coast area of Gadeog-do where the flood current is more predominant.

• Proceedings of the Korean Environmental Sciences Society Conference
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• 2008.11a
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• pp.280-281
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• 2008

본 연구 결과에 의하면, 창조류 분포는 외해에서 유입된 북향류의 일부가 오동도 주변 방파제를 돌아서 신항 내부로 유입되는 양상과 가막막과 연결된 좁은 해협에서 압류되면서 유속이 증가하는 특성을 잘 보여주고 있다. 낙조류는 광양만을 빠져나온 남향류의 일부가 신항의 북방파제에 부딪히면서 신항에서 유출되는 수괴와 만나 오동도 주변 방파제를 돌아나오면서 가막만에서 유출되는 수괴와 합류하여 외해로 빠져나가는 분포를 보여주고 있다. 여수 신항의 해수유동은 주변 해역에 비해 아주 미약한 것으로 관측되었으며 항내 수질 및 환경 개선을 위해서는 유입원의 제거와 함께 해수 및 물질 교환을 위한 방안이 마련되어야 할 것으로 판단된다.

• The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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• v.11 no.2
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• pp.37-48
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• 2006

HF radar-derived current data obtained in 2002 and 2004 are analyzed to examine the effects of the completion of the Saemangeum 4th tidal dyke in June 2003, connecting Gogunsan-Gundo and Bieung-Do, on the coastal surface $M_2$ current pattern. Comparison between the currents by HF radar and current meter mooring showed good agreements. Counterclockwise rotation of the $M_2$ current in the observed area did not change with the dyke construction. Strong westward ebb jet from the gap of the dyke was observed in 2002 but disappeared in 2004. The complete closing of the dyke gap caused the current speed increase around the mouth of the Kem River estuary, decrease around Gogunsan-Gundo and the dyke, the changes in the direction of maximum current to north-ward from eastward and the delay of the maximum flood current occurrence around Gogunsan-Gundo and the dyke. Around Yeon-Do, the maximum flood current directed more clockwise and occurred rather earlier. These changes of the $M_2$ current ellipse characteristics imply that the effects of the dyke construction reached the area connecting Mal-Do and Yeun-Do.

• Proceedings of the Korean Society of Fisheries Technology Conference
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• 2001.05a
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• pp.452-454
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• 2001

우리나라 서해안에 위치한 함평만은 만 입구의 폭이 만 내의 폭에 비해 상당히 좁아 1.8km정도 밖에 안 되는 반폐쇄적인 만이다. 또한, 창조류보다 낙조류가 우세하고 외해의 영향을 많이 받지 않는 독특한 환경으로서 침식작용보다는 퇴적작용이 우세한 곳이다. 본 연구에서는 함평만 펄 조간대에 서식하는 저서동물의 군집 구조를 파악하고 주요 우점종들의 공간분포 양상을 파악하고자 하였다. (중략)

• Proceedings of the Korea Water Resources Association Conference
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• 2019.05a
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• pp.425-428
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• 2019

본 연구에서는 남해 주변해역의 조석과 조류의 구조특성을 해석하기 위해 현장관측결과와 수치실험결과를 이용하였다. 남해 주변해역의 해수유동은 2003년~2008년 사이 노량수로, 대방수로, 여수수로, 창선수로, 강진만, 앵강만에서 ADCP 및 RCM 9 유속계를 사용하여 각 정점에서 1개월 정도 연속측류를 하였다. 노량수로와 대방수로에서는 ADCP를 사용하여 표층에서 저층까지 3m 간격으로 측류하였고, 여수수로, 창선수로, 강진만과 앵강만에서는 RCM-9 유속계를 사용하여 표층에서 연속 측류하였다. 노량수로 상층에서 동-서 방향의 최대 유속은 약 165~175 cm/sec, 대방수로에서는 창 낙조류 최대유속은 약 200~270 cm/sec, 여수수로에서는 약 85~96 cm/sec 정도 나타났다. 강진만의 표층에서 최대유속의 크기는 창 낙조류 비슷하게 35~46 cm/sec, 앵강만 입구 부근에서 낙 창조류 최대유속은 20~22 cm/sec으로 발생하였다. 또한, 조류수치모형실험을 수행하여 남해 주변해역의 조류분포 특성을 전반적으로 해석하였다.

• Journal of Korean Electronics
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• v.8 no.12
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• pp.10-12
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• 1988

• The Science & Technology
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• v.24 no.4 s.263
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• pp.81-105
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• 1991

• The Science & Technology
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• s.538
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• pp.66-71
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• 2014

• The monthly packaging world
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• s.38
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• pp.94-97
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• 1996

• Journal of the Korean Society of Marine Environment & Safety
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• v.12 no.4 s.27
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• pp.301-306
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• 2006

In order to estimate the characteristics of water movements around artificial upwelling structure, current measurements were carried out along lines E-W and S-N on May 4th(neap tide} and May 30th(spring tide), 2006. In the study area, southeastward flow was dominant during the field observations, and the pattern of water movement in the upper layer above 30m depth was different from that in the lower layer below 30m depth Vertical flow(w-component} around the artificial structure area and western area was shown to be upward flow, but downward flow occurred in the southern, northern and eastern parts at the neap tide. At the spring tide, the ebb current along E-W line showed upwelling flow in the eastern part and western area and showed upwelling flow near the artificial structure area and downwelling flow far away that one. At the spring tide, upward flow was dominant along S-N line during the flood current Volume transport by upward flow was higher than that by downward flow. Volume transport by upward flow during ebb of neap tide was greater than during flood current of neap tide, but was reverse at the spring tide.