• 한국신재생에너지학회:학술대회논문집
• /
• 한국신재생에너지학회 2006년도 추계학술대회
• /
• pp.141-144
• /
• 2006

The tidal pi lot plant is being built in the Uldolmok waterway using Its strong tidal current with maximum current of about 12knots, which is revealed from the first direct observation using ADCP, on February, 2002. a serious of field observations (for example, ADCP observation was tarried out both at February 2002 and September, 2003), along with numerical modeling, have been carried out over the last several years, in order to understand the tidal dynamics and to examine the related variables according to the tidal current power plant (TCPP) operation.

• 한국해안해양공학회지
• /
• 제6권4호
• /
• pp.421-438
• /
• 1994

대한해협 조류의 3차원적 분포를 3차원 조석모형에 의해 산정하였다. 모형의 결과는 8개분조의 조석도(등진폭도와 등위상도) 및 조류타원도로서 제시되었으며 또한 이 해역의 특정기간의 조석예보를 위한 분조의 조화상수의 data table로서 작성되었다. 모형의 조석산정결과는 연안관측치와 관측치를 근거한 Odamake(1989)의 조석도와 전선적인 일치를 보였으며 구주대학 응용역학연구소의 조석관측치를 이용한 검증도 수행하였다.

• Ocean and Polar Research
• /
• 제33권3호
• /
• pp.309-319
• /
• 2011

This is a preliminary study of the feasibility of obtaining reliable tidal current harmonic constants, using one month of current observations, to verify the accuracy of a tidal model. An inference method is commonly used to separate out the tidal harmonic constituents when the available data spans less than a synodic period. In contrast to tidal constituents, studies of the separation of tidal-current harmonics are rare, basically due to a dearth of the long-term observation data needed for such experiments. We conducted concurrent and monthly harmonic analyses for tidal current velocities and heights, using 2 years (2006 and 2007) of current and sea-level records obtained from the Tidal Current Signal Station located in the narrow waterway in front of Incheon Lock, Korea. Firstly, the l-year harmonic analyses showed that, with the exception of $M_2$ and $S_2$ semidiurnal constituents, the major constituents were different for the tidal currents and heights. $K_1$, for instance, was found to be the 4th major tidal constituent but not an important tidal current constituent. Secondly, we examined monthly variation in the amplitudes and phase-lags of the $S_2$ and $K_1$ current-velocity and tide constituents over a 23-month period. The resultant patterns of variation in the amplitudes and phase-lags of the $S_2$ tidal currents and tides were similar, exhibiting a sine curve form with a 6-month period. Similarly, variation in the $K_1$ tidal constant and tidal current-velocity phase lags showed a sine curve pattern with a 6-month period. However, that of the $K_1$ tidal current-velocity amplitude showed a somewhat irregular sine curve pattern. Lastly, we investigated and tested the inference methods available for separating the $K_2$ and $S_2$ current-velocity constituents via monthly harmonic analysis. We compared the effects of reduction in monthly variability in tidal harmonic constants of the $S_2$ current-velocity constituent using three different inference methods and that of Schureman (1976). Specifically, to separate out the two constituents ($S_2$ and $K_2$), we used three different inference parameter (i.e. amplitude ratio and phase-lag diggerence) values derived from the 1-year harmonic analyses of current-velocities and tidal heights at (near) the short-term observation station and from tidal potential (TP), together with Schureman's (1976) inference (SI). Results from these four different methods reveal that TP and SI are satisfactorily applicable where results of long-term harmonic analysis are not available. We also discussed how to further reduce the monthly variability in $S_2$ tidal current-velocity constants.

• 한국지하수토양환경학회:학술대회논문집
• /
• 한국지하수토양환경학회 2003년도 추계학술발표회
• /
• pp.497-500
• /
• 2003

If ground water levels of a confined fractured rock aquifer fluctuate with sea tides, individual values of hydrogeologic parameters can be determined. Tidal efficiency and time lag are first calculated from the water level data recorded at an observation device situated inland from the sea. The tidal efficiency factor of the aquifer at the seacoast is then determined from the observation in monitoring wells and used to calculate storage coefficient. Tidal efficiency factor and the tidal time lag are utilized to calculate storage coefficient and the results are compared. This method is tested in the southeastern coastal area of Busan, Korea. This is a simple and inexpensive way to test confined aquifer but the analysis should be performed according to the coastal environment.

• Ecology and Resilient Infrastructure
• /
• 제9권4호
• /
• pp.247-258
• /
• 2022

함평만은 좁은 만 입구와 복잡한 지형 구조로 인하여 비대칭적인 퇴적물 이동이 일어나기 때문에, 갯벌의 저질에는 모래 함량이 증가하는 것으로 연구되었다. 모래화 갯벌은 염습지 식생 분포를 변화시키는 것으로 현존식생도와 식생단면도 조사를 통해 분석되었다. 2016년과 2022년의 식생면적 비교에서 절대염생식물인 해홍나물군락은 74% 감소하였다. 반면 임의염생식물인 갯잔디군락은 75% 증가하였다. 특히 갯잔디는 지하경과 줄기의 밀도가 높게 발달하여, 군락 내 모래와 같은 퇴적물을 가둬서 견고한 사구환경을 조성하는 것으로 보인다. 함평만 갯벌의 효과적인 자연보전 관리 계획 수립을 위하여, 갯벌 토성 변화와 식생 군집의 상호작용이 향후 갯벌생태계에 미치는 영향에 대해 통합적 접근이 필요하다.

• 한국신재생에너지학회:학술대회논문집
• /
• 한국신재생에너지학회 2005년도 춘계학술대회
• /
• pp.516-519
• /
• 2005

The pilot tidal current power plant is to be constructed at the Uldolmok between Chindo and Haenam, during next year. and extensive coastal engineering research works have been carried out. In this paper we describes some observation results of the tide and tidal current. as well as modeling work in order to investigate the tide and tidal current regime change in relation to the tidal current power plant (TCPP) construction. The special modeling skill in order to consider the turbine operation in the TCPP is developed and applied to the estimation for the flow regime change by the simple layout of the tidal current power plant.

• 신재생에너지
• /
• 제1권2호
• /
• pp.73-78
• /
• 2005

The pilot tidal current power plant is to be constructed at the Uldolmok between Chindo and Haenam, during next year, and extensive coastal engineering research works have been carried out. In this paper we describes some observation results of the tide and tidal current, as well as modeling work in order to investigate the tide and tidal current regime change In relation to the tidal current power plant [TCPP] construction. The special modeling skill in order to consider the turbine operation in the TCPP is developed and applied to the estimation for the flow regime change by the simple layout of the tidal current power plant.

• 한국해양학회지
• /
• 제15권2호
• /
• pp.112-122
• /
• 1980

A two-dimensional non-linear tidal model has been established to calculate the M$\_$2/ tide of Inchon Bay in the west coast of Korea. Cartesian coordinates are used for the derivation of the governing equations and account is taken of extensive drying boundaries (tidal flats) which are exposed at low tides. The tidal amplitudes and phases computed from the model agree well with those known from observation lying within bounds 5cm in amplitude and 5 in phase relative to the observed results. The work represents a further stage in the development including extensive sea measurements capable of application in various coastal engineering problems encountered in Inchon Bay area.

• 해양환경안전학회지
• /
• 제23권2호
• /
• pp.187-193
• /
• 2017

본 연구는 전남 서남해안 우이도 주변해역의 조류흐름 특성에 따른 조류에너지 자원을 평가하였다. 먼저 대상해역의 조류 특성에 관한 정보 수집을 통한 타당성 조사와 유한요소법을 적용한 수심평균 2차원 ADCIRC(Advanced Circulation) 수치모델로 조석과 조류속의 변화에 대한 모의실험을 수행하였다. 조석분조는 우리나라 해역에 가장 큰 영향을 미치는 4대 분조(M2, S2, K1, O1)를 기본으로 설정하였다. 실제 평균 수심이 반영된 수치모형의 4곳을 관측점으로 설정하여 분석한 결과, 대조기 때 고고조 2.2m, 최강조류속 1.33 m/s를 나타냈다. ADCIRC Model의 결과값은 국립해양조사원(KHOA) 실제 관측 자료와 비교 및 분석하여 검증하였다. 또한 대상해역의 수치모델 조류속값에 지형적 특성을 반영한 조류속기법(Tidal Flux Method)을 이용하여 조류에너지 밀도 분포에 대해 평가하였다. 우이도 해역의 5개 평가 영역 중 최대 $1.75kW/m^2$의 조류에너지 분포를 보였으며, 조위 및 조류속뿐만 아니라 해역의 지형적 특성을 고려한 조류에너지 밀도 분포도를 작성하여 최적의 조류발전단지 후보지를 선정하였다.

• 한국해안해양공학회지
• /
• 제4권2호
• /
• pp.121-129
• /
• 1992

황해의 북칠해역에 위치한 서한만의 조석현상을 재현시키기 위한 이차원 수치모형을 수립하였다. 모형은 구면격자체계에서 위도 1분, 경도 4/3분의 해상도로써 구성하였다. 첫단계로 4개 주분조에 대한 조석분포를 산정하였으며, 계산결과는 기존의 연안관측치와 비교하였다. M$_2$, S$_2$, $K_1$, $O_1$ 분조에 대한 조석도와 조석잔차류, 조석 에너지 플럭스를 제시하였다.