• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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• pp.277-278
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• 2009

The building that supply tidal and splash zone was constructed near Seamangeum Gate Bridge. The specimens that will be tested for maintenance of gate bridge were exposed on the tidal and splash zone, totally about 650(Fig. 1). The characteristics of strength, salt penetration profile, field application of surface repair material and section recover material will be acquired by periodical test. The program was developed to obtain optimal maintenance strategy of gate bridge as a marine concrete structure and to deposit experimental data, lab. test result, field test result, on its D/B. On this paper, we hope to introduce two years exposure data as compressive strength, the modulus of elasticity, the modulus of dynamic elasticity, field adoption of repair and recover materials. As briefly speaking the results, possion's ratio, elasticity, strength was general, but the recover materials have some problems. There was crack between concrete and recover material and delamination figures.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2004년도 학술대회지
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• pp.143-148
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• 2004

In order to see physical characteristics of water masses and tidal currents in Gamak Bay, some field surveys have been conducted using ADCP, Aanderaa current meter and CTD from May 17 to June 3, 2004. The northwest of the bay appeared to have a high temperature and a high salinity so that it coincided with the previous results. The distribution of temperature and salinity seemed to reflect the characteristics of water masses. At the south mouth of the bay, a northwestward-southeastward flow was dominant at the surface layer while a northeastward-southwestward flow was dominant at the bottom layer.

• 한국해안·해양공학회논문집
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• 제24권2호
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• pp.77-83
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• 2012

수평축 조류발전 시스템에 사용되는 쉬라우드의 기하학적 형상각도별 해수의 유동장 특성을 전산유체역학을 통해 분석하였다. 쉬라우드를 포함한 전체 유동장 내 해수의 유속 분포는 일정한 조류속도조건에서 쉬라우드의 형상에 따라 크게 영향을 받으며 특히 발전성능에 직접적으로 영향을 미치는 쉬라우드 내 최대유속의 위치 및 크기는 형상 별로 큰 차이가 있다. 실린더와 디퓨저부분의 길이가 같은 실린더-디퓨저 형태의 쉬라우드에서는 실린더 영역에서 비교적 높은 유속분포가 형성되었으며 노즐과 디퓨저부분의 길이가 같은 대칭구조의 노즐-디퓨저에서는 내경이 최소인 지점에서 국부적으로 나타났다. 실린더-디퓨저 쉬라우드에서 조류속도에 비해 높은 유속이 형성되었으며 중심축상의 유속은 노즐-디퓨저와는 다르게 쉬라우드 입구 근처에서 점차 증가하기 시작하여 실린더부분의 중앙 부근에서 피크값을 지나 디퓨저에서 급격히 감소한 후 다시 일정한 속도로 유지되어 가는 특성을 나타내었다. 이러한 쉬라우드의 형상과 해수유동장 변화특성에 대한 분석결과는 효율적인 조류발전시스템을 위한 쉬라우드의 최적설계에 응용될 수 있을 것으로 기대된다.

• 한국수소및신에너지학회논문집
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• 제31권1호
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• pp.151-159
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• 2020

This study aimed to investigate the performance characteristics of vertical axis turbine of tidal energy convertor. Three-dimensional Reynolds-averaged Navier-Stokes equation with shear stress transport turbulence model has been solved to analyze the fluid flow of the vertical axis turbine. The hexahedral grids have been used to construct the computational domain and the grid dependency test has been performed to find the optimum grid system. Four steps have been carried out to design the vertical axis turbine of the 100 kW class tidal energy convertor.

• 수산해양교육연구
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• 제13권2호
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• pp.168-177
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• 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.

• 한국항해학회지
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• 제7권2호
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• pp.47-63
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• 1983

In this paper, we have investigated the tidal characteristics of the Nakdongpo estuary. We have carried out the analysis of harmonic constant with the use of the recorded data on tidal level at the Gadeong Do tide station and analyzed the flow velocity data obtained by ourselves at two points in the Nakdongpo estuary. In addition, we have analyzed the variation of the mean-sea level. Typical items of the characteristics we have found are; (1) The principal harmonic constants and non-harmonic constants are shown in table 2. (2) Tide in this area shows the semidiurnal inequality. (3) The mean-sea level is shown to be depressed at the rate of about 1cm to the rise of 1 mbar of the atmospheric pressure. (4) (i) At $K_2$ point, The E-W component of the velocty reveals the nature of progressive waves. The N-S component reveals the nature of stationary waves. (ii) At $K_3$ point, The E-W component shows the characteristics of progressive waves to some degree. The N-S component shows a weak hint of stationary waves. (5) At $K_2$ point, S-component is predominant due to the flow of river. At $K_3$ point, E-component is predominant due to the Tsushima current.

• 한국해양학회지:바다
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• 제21권4호
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• pp.134-143
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• 2016

전국 및 지역별 갯벌을 대상으로 갯벌생태계의 생태적 과정을 유지하고 생태계서비스를 제공하는데 기본 토대인 자연환경에너지(태양, 바람, 파도, 강수, 조석 등)를 통한 에머지 유입 특성을 분석하였다. 우리나라 갯벌생태계로 유입하는 자연환경에너지가 공급한 에머지 총량은 $4.98{\times}10^{21}sej/yr$이었는데, 이는 갯벌생태계의 유지에 필요한 기본적인 환경 조건이 제공하는 에머지량에 해당한다. 갯벌생태계로 유입하는 에머지량을 화폐 단위로 환산하면 1조1,412억 원/yr으로, 이것은 갯벌생태계가 제공하는 생태계서비스를 생산하는데 토대가 되는 환경적 조건의 가치에 해당한다. 지역별 갯벌의 면적 차이를 고려하여 단위면적당으로 나타낼 경우 우리나라 연안의 일반적인 조차 분포를 따라 인천-경기 지역에서 부산 지역으로 갈수록 단위면적당 에머지 유입량이 감소하였다. 지역별 갯벌의 단위면적당 에머지 유입량과 단위면적당 수산물 생산의 에머지량을 이용하여 갯벌생태계를 유지하는데 필요한 자연환경에너지의 에머지 유입 특성과 생태계서비스 사이의 관계를 개괄적으로 살펴본 결과 지역별 갯벌로 유입한 에머지량과 수산물 생산의 에머지량 사이에는 아주 명확한 관계가 나타나지는 않았다. 그러나 단위면적당 에머지 유입량이 더 많은 서해안 갯벌에서 생산한 수산물의 에머지량이 남해안 갯벌에서 생산한 수산물의 에머지량보다 더 많아 개별 갯벌생태계의 생태계서비스 잠재력을 나타내는데 자연환경에너지를 통한 에머지 유입량의 활용 가능성을 보여주었다.

• 한국해양공학회지
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• 제15권3호
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• pp.35-42
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• 2001

The characteristics of tidal circulation with the flow-control structures using the three-dimensional numerical model (POM, Princeton Ocean Model) of Chinhae Bay, Korea were investigated. To confirm th efficiencies of flow-control structures, the training wall and submerged training wall were constructed at the mouth and narrow channel in Chinhae Bay. On the basis of the present investigation, the tidal circulation induced by the construction of flow-control structures could enhance the water exchange improvement appropriately. And, th training wall at the central is more dominated than the other structures for the efficient of water exchange. The sites and types of structure and flow patterns seem to be very sensitive in tidal simulation and changes in flow fields.

• 한국농공학회지
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• 제39권2호
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• pp.19-25
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• 1997

Abstract [] The prediction of changes in the tidal regime due to the sea dike closure in the Saemankum area was performed using the nonlinear finite element model, TIDE. Based upon an overall comparison of calibrated model results with available field data, the TIDE model behaves well and is good representation of the hydrodynamic of the Saemankum tidal project area. It is shown that the TIDE model does an excellent job of computing the changes of tidal characteristics resulting in sea dike closure in an estuary area.

• Computers and Concrete
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• 제6권5호
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• pp.421-435
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• 2009

Chloride induced corrosion is a concern that governs the durability of concrete structures in marine environments, especially in tidal environments. During the service lives of concrete structures, internal cracks in the concrete cover may appear due to imposed loads, accelerating chloride penetration because of the simultaneous action of environmental and service structural loads. This paper investigated the effects of cyclic flexural loads on chloride diffusion characteristics of plain concretes, and proposed a model to predict the chloride penetration into plain concretes subjected to both tidal environments and different cyclic flexural load levels. Further, a new experiment was performed to verify the model. Results of the model using Finite Difference Method (FDM) showed that the durability of concretes in tidal environments was reduced as cyclic flexural load levels, SR, increased, and the modeling results fitted well with the experimental results.