• 한국해양공학회지
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• 제17권5호
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• pp.25-31
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• 2003

Numerical experiments have been conducted using the nonlinear combined refraction-diffraction model, in order to analyze the generation characteristics of stem wave, which is formed by the interaction between vertical structure and the oblique incident waves. The results of stem wave are discussed through the stem wave height distribution along/normal vertical structure, under the wide range of incident wave conditions-wave heights, periods, depths, and angles. Under the same wave height and period, the larger the incident wave angle, the higher the stem wave heights. According to the results of wave height distribution, in front of vertical structure, the maximum of stern wave heights occurs in the location bordering the vertical wall. Furthermore, the most significant result is that stem waves occur under the incident angles between $0^{\circ}\;and\;30^{\circ}$, and the stem wave height ratio has the maximum value, which is approximately 1.85 times the incident wave height when the incident wave angle becomes $23^{\circ}$.

• 한국항만학회지
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• 제6권2호
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• pp.43-64
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• 1992

This study discusses the interacting with deep water waves approaching from deep water based on the linear wave theory and steep sloping sea bottom floor by the numerical procedure. The results of particular interest are particle velocity and acceleration in x, y, z direction wave height amplification factor reflection coefficient and dimensionless pressure distribution on the steep sloping bottom with respect to the various incident wave angle. The wave loads relative to various bottom slopes, incident wave angles and wave periods on submerged breakwater and pipe are represented in comparison with mild sloping bottom the wave load parameters on the steep sloping bottom seemed to be influenced by variation of incident wave angle. In general the particle velocities and accelerations in x, y, z directions on the steep sloping bottom represented larger value or about two than those on the mild sloping bottom according to incident wave angle. However, the wave height amplification factors did not show distinct difference, but the slight variation with respect to the various incident angle showed on mild sloping bottom. The reflection coefficient increased with respect to increase of the incident angle on the steep sloping bottom the results also indicate that the very steep sloping beach produces a rather substantial amount of reflection as we expected. No significant variation of wave pressure was shown on the steep sloping bottom but it represented a certain amount of variation on the mild sloping bottom according to the various incident wave angle. The analysis at the OTEC site also showed similar results.

• International Journal of Ocean Engineering and Technology Speciallssue:Selected Papers
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• 제3권1호
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• pp.23-28
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• 2000

A numerical investigation was made to examine characteristics of rectangular pontoon type floating breakwaters in oblique waves. Sway and heave wave exciting forces, roll moment acting on the floating breakwater and three motion reponses decrease as the incident wave angle increases for the most of the wave ranges. There exists a minimum wave transmission coefficient which is a function of wave frequency. In short wave range wave transmission coefficient increases as the incident wave angle increases. In long wave range, however, wave transmission coefficient decreases as the wave incident angle increases.

• 한국해양공학회지
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• 제15권1호
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• pp.31-35
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• 2001

By applying the Boundary Integral Equation Method (BIEM) to obliquely incident for Rubble Mound Breakwater (RMB), wave reflection and transmission the coefficients are studied numerically. The validity of and the present BIEM is confirmed by comparing it with 1)numerical results of the eigenfunction expansion method of Dalrymple et al.(1991), and 2)numerical results of the BIEM of Kojima et al.(1988). Therefore, the characteristics of RMB for obliquely incident waves are investigated according to the variations of the wave period, equivalent linear nondimensional friction coefficient and direction of incident waves. It is revealed that the wave transformations of obliquely incident waves are different from those of normally incident waves.

• 대한토목학회논문집
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• 제39권6호
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• pp.759-768
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• 2019

국내에서는 혼성식구조물의 근고부 안정성 확보를 위해 대부분 확장 Tanimoto 식이 이용되고 있다. 확장 Tanimoto 식의 경우에 파랑이 구조물에 직각으로 입사하는 경우보다 경사지게 입사하는 경우에 보다 큰 중량이 산정된다. 본 연구에서는 규칙파 및 불규칙파가 혼성식구조물에 직각 및 경사 입사하는 조건에 대해 수리모형실험으로 수평유속을 계측하여 확장 Tanimoto 식의 적용성을 검토하였다. 파랑이 구조물에 직각으로 입사하는 경우에 최대 수평유속은 파랑의 주기에 관계없이 근고부의 경사면에서 계측되었다. 경사입사파의 경우에는 연파발생조건에서 최대 수평유속이 크게 계측되었다. 실험결과는 Takahashi 등의 연구와 잘 일치하는 것으로 나타났다.

• 한국해양공학회지
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• 제26권2호
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• pp.68-78
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• 2012

This study proposes an improved 3-D model that includes a new non-reflected wave generation system for oblique incident and multi-directional random waves, which enables us to estimate the effect of the various wave-types on 3-D wave fields in a coastal area with permeable submerged breakwaters. Then, using the numerical results,the three-dimensional wave field characteristics around permeable submerged breakwaters are examined in cases of oblique incident and multi-directional random waves. Especially, the wave height, mean surface elevation and mean flow around the submerged breakwaters are discussed in relation to the variation of incident wave condition.

• 한국항해항만학회지
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• 제37권3호
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• pp.283-289
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• 2013

Wave profiles coming with oblique angle to trapezoidal submerged breakwater on the porous seabed are computed numerically by using a boundary element method. The analysis method is based on the wave pressure function with the continuity in the analytical region including fluid and structure. When compared with the existing results on the oblique incident wave, the results of this study show good agreement. The fluctuation of wave profiles is increased in the rear of the submerged breakwater due to the increase of the transmission coefficient, as the incident angle increases. In addition, in the case of the wave profiles passing over the submerged breakwater on porous seabed, it is able to verify that the attenuation of wave height occurs more significantly due to the wave energy dissipation than that of passing over the submerged breakwater on the impermeable seabed. The results indicate that wave profile own high dependability regarding the change of oblique incident waves and porous seabed. Therefore, the results of this study are estimated to be applied as an accurate numerical analysis referring to oblique incident waves and porous seabed in real sea environment.

• 한국해양환경ㆍ에너지학회지
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• 제15권3호
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• pp.177-185
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• 2012

본 논문은 완도 금일읍 주변 해역의 내습 파랑 공간분포를 살펴보기 위해 18일간 현장 파랑관측을 실시하고 이를 외해 거문도 해양관측부이 자료와 비교하였으며, 수치모의를 통해 심해 설계파 및 계절별 평상 파랑 내습에 따른 양식장 주변의 입사파고 분포를 고찰하였다. 이를 통해 얻어진 결과를 요약하면 다음과 같다. (1) 현장 파랑관측을 실시한 결과, 최대파고와 유의파고의 관계식 $H_{max}=1.6H_{1/3}$에 근접하는 파랑이 다수를 나타내었다. (2) 외해 입사 파랑에너지가 연안까지 도달함에 있어서 바람의 방향에 따라서 크게 영향을 받고 있으며, N계열의 풍향은 입사 파랑에너지의 감소에, S계열 풍향은 입사파랑에너지 전달에 영향을 주고 있음을 알 수 있었다. (3) 금일읍(평길도와 생길도) 전면해역에서 최대 심해설계파고가 4~5 m이며 파고감소율은 약 38.1~47.6%, 평상파랑의 경우 하계 3.6~4.0 m, 동계 2.3~2.7 m로 나타나 파고감소율은 41.8~49.1%에 해당하였다. (4) 평길도와 생길도 남측의 경우 해양파랑의 영향이 가장 크고, 섬의 북측 청도 수도 해역이 가장 정온한 상태를 나타내었으며, 두 해역간 유의파고비는 약 6배의 차이를 나타내었다.

• 한국해안·해양공학회논문집
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• 제21권2호
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• pp.154-163
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• 2009

해안에서 입사파향은 일반적으로 실측 파랑자료로부터 생성한 파향 스펙트럼 분석을 통하여 구하지만, 파향의 실측기법은 현장 계기설치시 많은 인력과 비용이 소요되기 때문에 전 쇄파지역에 걸쳐 입사파향을 관측하기에는 어려움이 따른다. 이러한 이유로, 본 연구는 해안 디지털 비디오 자료에 나타나는 입사파의 파봉선을 이용하여 쇄파지역에서 입사파의 변화를 관측하는 기술을 제안한다. 파봉선은 이미지 상에서 선인식 기법을 이용하여 이미지 강도가 큰 픽셀들을 추적해 나감으로써 추출한다. 입사파향은 추출된 파봉선의 일차미분값, 즉, 실제 평면좌표 공간에서 파봉선의 기울기를 계산하여 구한다. 비디오 자료로부터 입사파향의 측정결과는 실측 파랑자료의 파향 스펙트럼으로부터 구한 파향 계산결과와 비교적 잘 일치한다.

• 수산해양교육연구
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• 제25권1호
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• pp.1-11
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• 2013

The aim of this study was estimated the characteristics of the wave propagation by the water level conditions using a numerical modeling method at the Wando sea area. For three cases numerical simulation on the condition of incident and incoming of the deepwater design wave and the season normal wave, the spatial distribution of the incident wave at study area were investigated. And the calculated numerical modeling results were compared with measured field wave data. According to on-site wave data measured for 18 days, the range of the significant wave height and period were 0.10~1.14 m, 4.35~8.74 sec, respectively, and the maximum wave height were 0.15~1.66 m. From the results of numerical model for offshore design wave incident, the wave height attacked from Southern-East direction at this study area were over maximum 10.5 m because of rapidly change of water depth. Numerical modeling by three water level conditions of Approxmate Lowest Low Water Level(Approx. L.L.W), Mean Sea Level(M.S.L) and Approximate Highest High Water Level(Approx. H.H.W) were practiced. From the results for the case of Approx. H.W.L, variations of wave height at the back area of islands were about 1.6 m at maximum value for the case of deepwater design wave incoming. The significant wave heights of winter season were bigger than summer under normal wave condition, the incident wave height over 5.5 m decreased by shielding effect of islands. The change of maximum wave height at summer season were distinct than winter and was about 1.2 m and 0.8 m, respectively.