• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2004년도 학술발표회
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• pp.479-483
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• 2004

A new calculation method of expected overtopping probability of rubble mound breakwater considering real tide occurrence has been proposed. A calculation method of expected overtopping probability of rubble mound breakwater was proposed by Kweon and Suh (2003). In their calculation, the fluctuation of tidal elevation was expressed by the sinusoidal change that yields the uniform distribution of occurrence frequency. However, the realistic distribution of tidal elevation should influence on the overtopping chance. In this study, the occurrence frequency of tidal elevation obtained from the real sea is included. The tidal elevation used in this study is collected from the east coastal part of Korean peninsular. Analyzing the annual data of the tidal fluctuation measured hourly during 355 days, the distribution of occurrence frequency is formulated utilizing by the normal distribution with one peak. Among the calculation procedures of annual maximum wave height, wave height-period joint distribution, wave run-up height and occurrence frequency of tide, only the annual maximum wave height is again chosen randomly from normal distribution to consider the uncertainty. The others are treated by utilizing the distribution function or relationship itself, It is found that the inclusion of the variability of tidal elevation has great influence on the computation of the expected overtopping probability of rubble mound breakwater. The bigger standard deviation of occurrence frequency is, the lower the overtopping probability of rubble mound breakwater is.

• 한국해양학회지
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• 제14권2호
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• pp.71-77
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• 1979

낙동강은 유역이 약 2.4 $10^{4}$$\textrm{km}^2$ 이고 길이가 525km에 달하는 대하천으로 농업, 공업, 생활용수 등 영남지방의 용수 공급원으로서 중요하다. 최근에는 하구역 에서 천해어장, 홍수대책, 하도개수, 간척, 매립 등 다양한 이용개발이 계획 또는 실시 되고 있다. 따라서 이 하구역의 효육적 이용과 관리를 위하여는 하구수의 유동을 지배하는 요인인 하천조석에 관한 기초적인 연구가 불가결하다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 1982년도 제24회 수공학 연구발표회 논문초록집
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• pp.3-24
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• 1982

The relations between tidal fluctuation and freshwater discharge are stuied dy use of observed data in the estuarine region of the Nagdong Rivre. Damping modulus which represents the resistance to propagation of tidal wave is estimated, and it is verified that when the fresh water discharge is lower than 300 m/sec., the elevation of mean-water-level at Gupo is the same as mean sea-water-level.

• 한국환경과학회지
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• 제3권4호
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• pp.333-348
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• 1994

The groundwater levels at 11 sites and the vertical variations o( the water Quality at 1 site were measured to study the characteristic of the groundwater level fluctuation of Cheju Island. The results of the measurements for the groundwater levels were as follows; In the eastern part, inculding Kimnyong, Jongdal and Sungsan, a sinusoidal fluctuation of groundwater levels occurred in response to oceanic tides. The tidal effect on the groundwater level was reduced depending upon the distance from seashore. But time lag showed that the trend is reversed. However, in the Samyang, Kosan and Shinhyo areas show that the groundwater level was directly influenced by the amount of precipitation. Especially, Shinhyo area which southern part in Cheju was affected the most and show upper parabasal groundwater level. In Susan- I which eastern part in Cheju, well rovealed that water Quality changed with the period of a tide. Salinity at the lim, bellow the natural groundwater level, was approched to the brackish groundwater(1000ppm).

• 한국수산과학회지
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• 제25권5호
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• pp.359-370
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• 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.

• 한국표면공학회지
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• 제51권5호
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• pp.316-324
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• 2018

Harsh seawater environment is subdivided into marine atmosphere, splash zone, tidal zone, submerged zone and bottom of sea depending on the exposed part. Since corrosion rate depends on the conditions of the exposed parts, proper protection and maintenance for each parts are essential for long-term use of steel structures in seawater environment. For steel structures which were installed in Shiwha Lake, a special maintenance system is required to guarantee its long-term durability and safety. As the tidal power plant has recently been operated, the salinity has risen due to the rapid influx of seawater upstream into Sihwa Lake and the corrosion tendency of the structure is variable according to the water level fluctuation. In this study, corrosion properties of steel structures under water level fluctuation was evaluated by corrosion rate measurement, visual inspection and natural potential measurement and their durability and life management were discussed in view of the effect of variation in of seawater level fluctuations in Shihwa Lake.

• 한국제4기학회지
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• 제14권2호
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• pp.125-135
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• 2000

한국 서해 경기만 반월조간대 퇴적층(체)의 제 4기 후기 층서가 상부조간대(upper tidal flat)의 퇴적층에서 실시된 심부시추(기반암까지 시추)의 자료에 근거하여 설정되었다 즉, 선캠브리아 변성퇴적암의 기반암위에 선현세 하성-충적층(빙하기의 낮은 해수면 시기)인 Unit II의 층서퇴적단위가 부정합적으로 놓이고 Unit II는 현세 중기-후기(middle-late Holocene)의 상부조간대층(체)인 Unit I에 의하여 부정합적으로 피복된다. 이러한 제 4기 후기 층서는 해양퇴적학으로 분석된 자료에 의하여 설정되었으며, 또한 고기후-고해수면 변동의 고환경적 요건으로 해석되었다.

• 한국해양공학회지
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• 제28권4호
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• pp.261-267
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• 2014

Because a change in the natural frequencies of a structure indicates structural health problems, monitoring the natural frequencies crucial. Long-term measurement for the Uldolmok tidal current power plant structure has shown that its natural frequencies fluctuate with a constant cycle twice a day. In this study, lab-scale tests to investigate the causes of these natural frequency fluctuations were carried out in a circulating water channel. Three independent variables in the tests that could affect the fluctuation of the natural frequencies were the water level, current velocity, and boundary condition between the specimen and the bottom of the circulating water channel. The experimental results were verified with numerical ones using ABAQUS. It was found that the fluctuation of the natural frequencies was governed by a decrease in stiffness due to the boundary condition much more than the effect of added mass. In addition, it was found that the natural frequency would decrease with an increase in the tidal current velocity because of its nonlinearity when the boundary condition was severely deteriorated due to damage.

• 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.

• 대한자원환경지질학회:학술대회논문집
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• 대한자원환경지질학회 2007년도 춘계 지질과학기술 공동학술대회
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• pp.569-571
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• 2007

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