• 제목/요약/키워드: Tidal Effect

검색결과 487건 처리시간 0.024초

시화조력발전소 방류 수문을 활용한 조류발전이 조력발전에 미치는 영향 (Effect of tidal current turbine using the discharge gate of Siwha tidal power plant on the tidal power generating)

  • 김영준;김용열;조용;고재명
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2010년도 춘계학술대회 초록집
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    • pp.236.2-236.2
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    • 2010
  • The tidal current power is the power plant by installing the turbine or rotor where the tidal speed is fast. This system converting the horizontal movement to rotating energy. Tidal power turbine is needed for the dam to utilize the pressure difference. However, tidal current power using the only flow. The tidal current power was evaluated as the impact on the marine environment surrounding was less and the development of eco-friendly way. In this article, we calculated the effect of tidal current turbine on the tidal power generating by mean of CFD. With these calculated results, we checked the possibility of tidal current power using tidal power plant the discharge gate.

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Determination of Design Flood Levels for the Tidal Reach of the Han River

  • Jun, Kyungsoo;Li, Li
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2015년도 학술발표회
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    • pp.173-173
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    • 2015
  • The flood water level in tidal river is determined by the joint effects of flood discharge and tidal water levels at downstream boundary. Due to the variable tidal boundary conditions, the evaluated design water levels associated with a certain flood event can be significantly different. To avoid determining of design water levels just by a certain tidal boundary condition and remove the influence of variability in boundary condition from the evaluation of design water levels, a probabilistic approach is considered in this study. This study focuses on the development of a method to evaluate the realistic design water levels in tidal river with taking into account the combined effects of river discharge and tidal level. The flood water levels are described by the joint probability of two driving forces, river discharge and tidal water levels. The developed method is applied to determine design water levels for the tidal reach of the Han River. An unsteady flow model is used to simulate the flow in the reach. To determine design water levels associated with a certain flood event, first, possible boundary conditions are obtained by sampling starting times of tidal level time series; then for each tidal boundary condition, corresponding peak water levels along the channel are computed; and finally, design water levels are determined by computing the expectations of the peak water levels. Two types of tides which are composed by different constituents are assumed (one is composed by $M_2$, and the other one is composed by $M_2$ and $M_2$) at downstream boundary, and two flood events with different maximum flood discharges are considered in this study. It is found that (a) the computed design water levels with two assumed tides have no significant difference for a certain flood event, though variability of peak water levels due to the tidal effect is considerably different; (b) tidal effect can reach to the Jamsil submerged weir and the effect is obvious in the downstream reach of the Singok submerged weir; (c) in the tidally affected reach, the variability of peak water levels due to the tidal effect is greater if the maximum flood discharge is smaller.

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Estimating Ocean Tidal Constituents Using SAR Interferometric Time Series over the Sulzberger Ice Shelf, W. Antarctica

  • Baek, Sang-Ho;Shum, C.K.
    • 한국측량학회지
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    • 제36권5호
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    • pp.343-353
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    • 2018
  • Ocean tides in Antarctica are not well constrained mostly due to the lack of tidal observations. Especially, tides underneath and around ice shelves are uncertain. InSAR (Interferometric Synthetic Aperture Radar) data has been used to observe ice shelf movements primarily caused by ocean tides. Here, we demonstrate that it is possible to estimate tidal constituents underneath the Sulzberger ice shelf, West Antarctica, solely using ERS-1/2 tandem mission DInSAR (differential InSAR) observations. In addition, the tidal constituents can be estimated in a high-resolution (~200 m) grid which is beyond any tidal model resolution. We assume that InSAR observed ocean tidal heights can be derived after correcting the InSAR data for the effect of atmospheric loading using the inverse barometric effect, solid earth tides, and ocean tide loading. The ERS (European Remote Sensing) tandem orbit configuration of a 1-day separation between SAR data takes diminishes the sensitivity to major tidal constituents including $K_1$ and $S_2$. Here, the dominant tidal constituent $O_1$ is estimated using 8 differential interferograms underneath the Sulzberger ice shelf. The resulting tidal constituent is compared with a contemporary regional tide model (CATS2008a) and a global tide model (TPXO7.1). The InSAR estimated tidal amplitude agrees well with both models with RMS (root-mean-square) differences of < 2.2 cm and the phase estimate corroborating both tide models to within $8^{\circ}$. We conclude that fine spatial scale (~200 m) Antarctic ice shelf ocean tide determination is feasible for dominant constituents using C-band ERS-1/2 tandem mission InSAR.

다리우스 조류 터빈의 상호작용 효과에 대한 실험적 연구 (Experimental Study on Interaction Effect of Darrieus Tidal Stream Turbines)

  • 김지훈;박진순;고진환
    • Ocean and Polar Research
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    • 제41권3호
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    • pp.193-202
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    • 2019
  • There have been various approaches for efficiency improvement of a Darrieus tidal stream turbine after it was introduced as an alternative of horizontal axis turbines. Among the approaches, the researches on the interaction effect of dual configuration were conducted. In this study, a dual Darrieus turbine with a coupling mechanism was proposed for investigating the interaction effect. Also, the effect of bi-directional tidal stream was analyzed with prototype fabrication, apparatus set-up and experiment conduction in indoor and offshore facilities. As the results of the experiments, the dual turbine in case of counter-rotation and inflow between the turbines improved efficiencies by 9.5% and 11.31%, respectively, as compared to the single turbine. Also, the dual turbine in case of the inflow improved efficiencies by 9.4% and 16.62%, respectively, as compared to that in case of outflow between the turbines which represented the case of 180 degrees change of flow direction after slack water. Therefore, the proposed dual turbine showed the advantage in terms of the efficiency as compared to the single turbine and the effect level of the slack water on the performance of the dual turbine was investigated.

조력발전사업에서의 환경적 영향 분석을 통한 환경·사회적 갈등 저감방안 (Reducing Plan of Environmental and Social Conflicts for Tidal Power Plant through the Analysis of Environmental Impact)

  • 안세웅;이희선
    • 환경영향평가
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    • 제21권5호
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    • pp.789-799
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    • 2012
  • The major causes of environmental and social conflicts were analyzed through the samples of the construction and the management for tidal power plant abroad and inland. Based on the results, the eco-friendly and socially acceptable policy instruments for decreasing the scope and intensity of the conflicts were explored. Regarding environment issues, it was found that the tidal power project resulted in decreasing in tidal range and area of intertidal zone and in damaging to tidal flat and wetland conservation area. Also there are the characteristic change of tidal current and biological effect, etc. The major environmental and social conflicts were resulted from the distrust of environmental results to environmental impact assessment and prior environmental review and the distrust of project feasibility study, and insufficient activities of public participation. In this study, introduction to joint fact-finding(JFF) was reviewed as the measure of minimizing environmental and social conflicts.

조석수동역학 모의에서 조간대 침수-노출 고려효과 비교연구 (Comparative Study for dry-wet Treatment Effect in a Tidal Hydrodynamic Simulation)

  • 서승원;김정훈
    • 한국해안해양공학회지
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    • 제15권2호
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    • pp.97-107
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    • 2003
  • 서해연안에 발달된 조간대의 효과가 수치모의에 미치는 영향을 평가하기 위하여 유한요소 조석수동역학 모형인 ADCIRC에 침수-노출을 적용하여 금강하구와 전북해역에서 특성을 살펴보았다 전북해역에서 관측조류와 비교한 결과 RMS오차 분석으로 대조 시 1cm/sec 정도로 최대 조류속 대비 3% 이내에서 매우 잘 일치하고 있으나, 침수-노출 처리의 장점이 크게 부각되지 않는 것으로 나타났다. 금강하구에 대한 조량 평가는 조간대의 침수-노출 영향이 대체로 5%내외에서 국한되지만 인근 특정 단면에서는 20% 이상의 차이를 보인다. 조석 잔차류 비교 평가에서 조간대 고려 유무 영향이 거의 나타나지 않으며, 전체적으로 조석수동역학 해석결과에 미치는 효과는 미미한 것으로 분석되었다. 조간대의 침수-노출 고려 유무는 연구목적에 따라 달리 취해야 되겠지만, 장기간의 확산모의와 결합되는 경우 등에는 조간대의 노출을 고려하지 않아도 충분할 것으로 판단된다.

단열암반 대수층에서 조석분석법을 이용한 수리상수 추정 (Hydrogeologic Parameter Estimation by Using Tidal Method in a Fractured Rock Aquifer)

  • 심병완;정상용
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제9권3호
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    • pp.27-32
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    • 2004
  • 해안가에 발달된 단열암반 대수층에서 수리지질 인자를 추정하기 위하여 조석에 의한 지하수위 변동 현상을 이용하는 조석분석법을 적용하였다. 두 관측정의 지하수위 시계열 자료는 조석에 의한 대수층내 유효응력 전달에 의해 조수위 변동과 비슷한 사인곡선 형태로 나타났다. 교차상관함수를 이용하여 조석과 두 관측정의 지하수위 변동 사이의 개략적인 시간지연을 계산하였으며, 그 결과 심도가 깊은 공의 시간지연이 크게 나타났다. 그리고 조석효율과 시간지연을 계산하여 이들로부터 각각의 저류계수를 추정한 결과 큰 차이를 나타내었다. 본 연구지역에서 실시된 순간충격 시험에 의하여 측정된 저류계수는 조석분석법에서 시간지연을 이용하여 계산한 값과 유사하게 나타나며, 심도가 깊은 공에서 보다 비슷한 값을 나타내고 있다. 조석효율은 피압층에 발달된 균열로 인한 자유면대수층의 영향과 수직적인 지하수 유동에 의해 대수층의 수리상수를 추정하는데 한계가 있는 것으로 사료된다. 따라서 조석분석법은 해안대수층의 수리지질인자를 추정하는데 지하수공의 위치나 대수층의 수리지질적 특성을 고려하여 해석한다면 경제적이고 유용한 방법으로 판단된다.

Effect of Intake Vortex Occurrence on the Performance of an Axial Hydraulic Turbine in Sihwa-Lake Tidal Power Plant, Korea

  • Kim, Jin-Hyuk;Heo, Man-Woong;Cha, Kyung-Hun;Kim, Kwang-Yong;Tac, Se-Wyan;Cho, Yong;Hwang, Jae-Chun;Collins, Maria
    • International Journal of Fluid Machinery and Systems
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    • 제5권4호
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    • pp.174-179
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    • 2012
  • A numerical study to investigate the effect of intake vortex occurrence on the performance of an axial hydraulic turbine for generating tidal power energy in Sihwa-lake tidal power plant, Korea, is performed. Numerical analysis of the flow through an sxial hydraulic turbine is carried out by solving three-dimensional Reynolds-averaged Navier-Stokes dquations with the shear stress transport turbulence model. In the real turbine operation, the vortex flows are occurred in both the side corners around the intake of an axial hydraulic turbine due to the interaction between the inflow angle of water and intake structure. To analyze these vortex phenomena and to evaluate their impacts on the turbine performance, the internal flow fields of the axial hydraulic turbines with the different inflow angles are compared with their performances. As the results of numerical analysis, the vortex flows do not directly affect the turbine performance.

수치실험을 통한 금오열도 해역의 해수유동 특성 (Flow characteristics of Geumo Islands Sea area by numerical model experiments)

  • 추효상
    • 수산해양기술연구
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    • 제58권2호
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    • pp.159-174
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    • 2022
  • Flow prediction was carried out through observational survey and three dimensional multi-layered numerical diagnostic model experiment to clarify the time and spatial structure of tidal current and residual flow dominant in the sea exchange and material circulation of the waters around Geumo Islands in the southern waters of Korea. The horizontal variation of tidal current is so large that it causes asymmetric tidal mixing due to horizontal eddies and the topographical effect creating convergence and dispersion of flow direction and velocity. Due to strong tidal currents flowing northwest-southeast, counterclockwise and clockwise eddies are formed on the left and right sides of the south of Sori Island. These topographical eddies are created by horizontal turbulence and bottom friction causing nonlinear effects. Baroclinic density flows are less than 5 cm/s at coastal area in summer and the entire sea area in winter. The wind driven currents assuming summer and winter seasonal winds are also less than 5 cm/s and the current flow rate is high in winter. Density current in summer and wind driven current in winter have a relatively greater effect on the net residual flows (tidal residual current + density current + density driven current) around Geumo Islands Sea area.

화옹 (남양만) 방조제에 따른 아산만의 조석변화 (Tidal Characteristics Change in the Asan Bay due to the Hwaong (Namyang Bay) Tidal Barrier)

  • 박문진
    • 한국해양학회지:바다
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    • 제13권4호
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    • pp.320-324
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    • 2008
  • 화옹(남양만) 방조제 건설에 따른 아산만내 조석의 평균적 변화를 알아보기 위하여 평택 및 안흥의 1993년$\sim$2006년 조석자료중 분석가능한 자료를 조화분석을 통하여 각 분조의 진폭및 지각을 구하여 분석한 결과, 아산만 외해에 위치한 안흥의 반일주조의 진폭은 감소 경향을 보이나, 아산만내 평택의 반일주조의 진폭은 증가하는 현상을 보였으며, 특히 화옹방조제 완공 전후 2002년$\sim$2003년 평택 반일주조의 급격한 증가현상을 보였다. 이는 아산만내의 조석변화가 외해와 무관하게 존재함을 의미하며, 화옹방조제 건설과 관련이 있음을 시사한다. 아산만의 조석변화는 조석 진행방향을 체절한 금강하구언의 경우 또는 'choking effect'를 없앤 영산강 하구언의 반일주조 진폭증가와 달리 만내 방조제 건설로 조석진폭 증가현상이 발생할 수 있음을 시사한다. 완공전에 비하여 완공 후 조석변형 척도 $M_4/M_2$ 비율은 증가하고, $M_2$, $M_4$분조의 지각차는 감소하였다. 따라서, 아산만 조석은 화옹방조제 건설이후 조차의 증가와 창조시간 감소로 인한 창조류 강화로 더 많은 퇴적물의 만내 유입을 유도할 수 있다고 생각된다.