• Water Engineering Research
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• 제2권3호
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• pp.151-160
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• 2001

A two-dimensional flow model is newly developed. Two-dimensional shallow-water equations are discretized by the finite volume method. A nonorthogonal coordinate system is then employed. The developed model is applied to simulations of flows in a 180 degree curved bend flow. Numerical prediction are compared to available laboratory measurement. A good agreement is observed.

• Water Engineering Research
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• 제4권4호
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• pp.175-185
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• 2003

A numerical model to analyze dam break flows has been developed based on approximate Riemann solver. The governing equations of the model are the nonlinear shallow-water equations. The governing equations are discretized explicitly by using finite volume method and the numerical flux are reconstructed with weighted averaged flux (WAF) method. The developed model is verified. The first verification problem is about idealized dam break flow on wet and dry beds. The second problem is about experimental data of dam break flow. From the results of the verifications, very good agreements have been observed

• 한국항해학회지
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• 제24권3호
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• pp.123-132
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• 2000

In order to improve the ship maneuverability, It is important to estimate precisely the hydrodynamic coefficients of added mass forces acting on a ship especially in shallow waters, and simple methods for predicting such hydrodynamic forces Is also very desirable. In the previous paper using 3-Dimension potential flow theory, it has been demonstrated that potential calculation is available to estimate added mass coefficients. The present work is aimed at the suggestion of the simplified formulas for predicting the translation and lateral motion of added mass coefficients in shallow water. So, 3-D potential flow theory is also used to calculate the added mass coefficients in deep and shallow waters for Series 60 model which has 5 different kinds of block coefficients (0.6-0.8), SR196 model and T/S HANNARA. After some series computation, simplified formulas for Predicting the added mass force in shallow waters is suggested based on the computation results of Series 60 model. The formulas consist of the combination of principal dimensions and the water depth; d/B, Cb, d/H. The predicted results are compared with the Computation results for SR196 model and T/S HANNARA. The precision of predicted results by simplified formulas are good enough for the practical use. (d/B : draft-Breadth ratio, d/H draft-Water depth ratio, Cb : Block coefficients).

• Ocean Science Journal
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• 제43권4호
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• pp.223-232
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• 2008

In order to determine the temporal and spatial variations of nutrient profiles in the shallow pore water columns (upper 30 cm depth) of intertidal sandflats, we measured the salinity and nutrient concentrations in pore water and seawater at various coastal environments along the southern coast of Korea. In the intertidal zone, salinity and nutrient concentrations in pore water showed marked vertical changes with depth, owing to the active exchange between the pore water and overlying seawater, while they are temporally more stable and vertically constant in the sublittoral zone. In some cases, the advective flow of fresh groundwater caused strong vertical gradients of salinity and nutrients in the upper 10 cm depth of surface sediments, indicating the active mixing of the fresher groundwater with overlying seawater. Such upper pore water column profiles clearly signified the temporal fluctuation of lower-salinity and higher-Si seawater intrusion into pore water in an intertidal sandflat near the mouth of an estuary. We also observed a semimonthly fluctuation of pore water nutrients due to spring-neap tide associated recirculation of seawater through the upper sediments. Our study shows that the exchange of water and nutrients between shallow pore water and overlying seawater is most active in the upper 20 cm layer of intertidal sandflats, due to physical forces such as tides, wave set-up, and density-thermal gradient.

• 자원환경지질
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• 제42권6호
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• pp.541-548
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• 2009

한반도 남동부에 위치한 동래온천은 우리나라의 대표적인 고온성 온천중의 하나이다. 동래온천수의 수질형태는 Na-Cl형이고, 상부의 일반 천부지하수는Ca(-Na)-$HCO_3$ 형으로서 서로 간에 연결성이 매우 미약하다. 이 논문에서는 동래 온천수의 $^{87}Sr/^{86}Sr$비와 AMS를 이용하여 측정한 $^{14}C$ 동위원소 년대를 토대로 동래온천수의 나이 즉 온천수-지하수-지표수-천수간의 순환속도를 토의하고자 한다. 연구결과, 2008년도의 2차례에 걸쳐 채취된 동래온천수의 $^{87}Sr/^{86}Sr$비는 0.705663-0.705688로 매우 안정된 값을 갖고 있으며, 이는 천부지하수, 지표수, 해수 및 천수보다 낮은 값이다. $^{14}C$ 동위원소 연대에 의하면, 온천수는 1271년에서 2467년 비보정연대(BP)를 보여주고, 지표수는 -495년으로 나타났다. 이는 동래온천수의 순환속도가 적어도 2500년 이상임을 지시해준다. 이와 같은 순환연대는 현재 사용되고 있는 동래온천수는 과거에 가열된 고온의 물과 현재의 천부지하수와의 혼합수임을 지시해주는 것이다.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2008년도 정기총회 및 학술발표대회
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• pp.237-240
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• 2008

Numerical Analysis for exchanging seawater experiment is carried out in Do-Jang fish port. The change of tidal velocity and water level is derived by the two-dimensional nonlinear shallow-water numerical model. To calculate exchange rate of seawater with the change of tidal velocity and water level, a two-dimensional numerical model is employed which governing equations are Fokker-Plank equations. The calculated exchange rates of each time are described in tables and figures.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2004년도 학술대회지
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• pp.229-234
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• 2004

A Typhoon wave is generated by wind fields during the Passage of Typhoon. Transporting wind field makes wind wave and swell in the open sea, and then, those wave components are transported in the shallow water. Typhoon waves in the shallow water is generated by Typhoon wind field and incident wave. Bisides, Incident waves to the shallow water are deformated by topographic conditions. This paper estimated the analysis of the Typhoon waves by wind fields and incident waves according to wave action balance equation model. As the result of wave numerical experiment, wave field during the passage of Typhoon 'Memi' in the shallow water is strongly effect by wind fields. Wave action balance equaion can be partially used for Typhoon wave simulations.

• 대한조선학회논문집
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• 제51권6호
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• pp.539-547
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• 2014

Ship squat is a well known phenomenon, which means an additional sinkage and a change of trim when a ship sails in shallow water. As a series of ship squat study, a HPMM(Horizontal Planar Motion Mechanism) test of KVLCC2 model ship to measure a sinkage and a trim in shallow water was conducted. Additionally a CFD(Computational Fluid Dynamics) analysis was carried out to simulate fluid flows around the ship surface. A change in ship speed, drift angle at three depth conditions(H/T = 1.2, 1.5 & 2.0) is considered for comparing these results. As a result, an increase of the ship speed and the drift angle caused an increase in ship squat in EFD(Experimental Fluid Dynamics), and created a lower pressure on the ship bottom area in CFD. Lastly the sinkage results of KVLCC2 by EFD and CFD are compared to results by three empirical formulas. The tendency of sinkage by EFD and CFD is similar to the results of empirical formulas.

• 대한토목학회논문집
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• 제35권6호
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• pp.1237-1246
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• 2015

불연속 지형을 지나는 천수 흐름의 해석에서 흐름률을 정확하게 계산하기 위하여 계단에 의한 흐름 저항이 지배적인 계단 전면과 그 영향이 비교적 덜한 계단의 윗부분을 구분하여 접근하는 새로운 기법을 제안하였다. 새로운 기법에 의한 모의 결과는 정확해, 가상의 문제에 대한 3차원 모의 결과, 그리고 실험 결과와 대체로 잘 일치하였다. 이 연구에서 개발된 기법으로 불연속 하천구조물을 넘나드는 천수 흐름에 대한 직접 해석이 가능해졌다. 보나 옹벽(강변 도로)의 월류 양상 그리고 불연속 지형으로 이루어진 도심에서 범람에 따른 침수 구역의 정확한 산정에 개발된 기법의 적용이 기대된다.

• 한국음향학회지
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• 제8권4호
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• pp.13-22
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• 1989

수중 채널은 그 음향학적 특성상 물의 깊이, 온도 분포, 염분포 등의 환경적 특성과 수위의 경계조건, 표면 상해 등 지형적 조건들로 구성되는 시면 시스템(time varying system)으로 볼 수 있다. 특히 천해(shallow water)의 경우 물표면과 바닥이 하나의 도파관 구실을 하게되므로 multipath reflection으로 인한echo 현상이 심각하다. 따라서 천해에서의 수중 통신은, time varying multipath fading 특성의 수중 채널에 의해 왜곡된 음향 신호를 등화(equalizing)시키는 것이 수중 통신의 질을 높이는데 결정적이라 할 수 있다. 본 논문에서는 주파수 영역 적응 필터를 채택하여 Inverse modeling 기법으로 수중채널을 등화시키는 시스템을 제시하였으며 시뮬레이션으로 이들의 타당성을 조사하였다.