• Wind and Structures
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• 제30권5호
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• pp.485-497
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• 2020

A study, using potential water wave theory, is conducted on the oblique water wave motion over two fixed submerged rectangular blocks (breakwaters) placed over a finite step bottom. We have considered infinite and semi-infinite fluid domains. In both domains, the Fourier expansion method is employed to obtain the velocity potentials explicitly in terms of the infinite Fourier series. The unknown coefficients appearing in the velocity potentials are determined by the eigenfunction expansion matching method at the interfaces. The derived velocity potentials are used to compute the hydrodynamic horizontal and vertical forces acting on the submerged blocks for different values of block thickness, gap spacing between the two blocks, and submergence depth of the upper block from the mean free surface. In addition, the wave load on the vertical wall is computed in the case of the semi-infinite fluid domain for different values of blocks width and the incident wave angle. It is observed that the amplitudes of hydrodynamic forces are negligible for larger values of the wavenumber. Furthermore, the upper block experiences a higher hydrodynamic force than the lower block, regardless of the gap spacing, submergence depth, and block thickness.

• 수산해양교육연구
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• 제28권4호
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• pp.947-956
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• 2016

This study analysed the documents of Sea Area Utilization Consultation of JongChun and ApHae located in West Coast of Korea and NaJeong located in East Coast of Korea in order to find out problems of site surveys and numerical simulations for coastal erosion projects of ocean physics, and suggested the improvement way to go. Current especially like wave-induced current is the one of the important external forces to handle coastal erosion but underestimated in the west coast. In case of east coast the various tests including wave-induced current were conducted but less efficient to find out the reasons of coastal erosion. The stiffness structure to protect coastal line like beach made the secondary erosion by using them without sufficient analysis for the erosion. In order to consult a Sea Area Utilization Consultation those are needed to review the scenarios for external forces such as wave and tidal currents, the site surveys for external forces, the net sediment analysis for years, the long periods of monitoring, and the guide line and revision of the rule for coastal erosion.

• 대한조선학회지
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• 제21권3호
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• pp.43-50
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• 1984

A body form, which experiences minimum vertical wave-exciting forces in the vicinity of a prescribed wave frequency in water of finite depth, is obtained by an approximate method. Its configuration has the symmetry with respect to the vertical axis, expressed in terms of exponential functions. By distributing three-dimensional pulsating sources and dipoles on the immersed surface of the body, a velocity potential is determined and subsequently hydrodynamic forces including the 2nd-order time-mean drift forces are calculated. The dynamic behavior of the body moored in irregular waves is investigated numerically by using central difference method. Hereby irregular wave trains are simulated with examining its repeatability by comparing the resulting spectrum with original one. Numerical results indicated that the body form obtained from the present analysis possesses in general a favorable hydrodynamic characteristics in comparison with a spherical buoy and that the maximum excursion of the body can be significantly reduced by setting pre-tension of an appropriate amount in the mooring cable.

• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2011년도 제37회 추계학술대회논문집
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• pp.409-414
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• 2011

A projectile that passes through a shock wave experiences drastic changes in the aerodynamic forces. These sudden changes in the forces are attributed to the wave structures produced by the projectile-shock wave interaction. A computational study using moving grid method is performed to analyze the effect of the projectile-shock wave interaction. Cylindrical and conical projectiles have been employed to study such interactions. This sort of unsteady interaction normally takes place in overtaking blast flow fields. It is found that the overall effect of overtaking a blast wave on the unsteady aerodynamic characteristics is hardly affected by the projectile configurations. However, it is noticed that the projectile configurations do affect the unsteady flow structures and hence the drag coefficient for the conical projectile shows considerable variation from that of the cylindrical projectile. The projectile aerodynamic characteristics, when it interacts with the secondary shock wave, are analyzed. It is also observed that the change in the characteristics of the secondary shock wave during the interaction is different for different projectile configurations.

• 한국항해항만학회지
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• 제38권5호
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• pp.443-450
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• 2014

The objective of this study is to examine the nonlinear fluid characteristics near and inside a moonpool in various sea conditions. We estimate the flow of the free surface in a moonpool taking into account the viscosity effect and the hydrodynamic forces that affects a moonpool and hull through CFD calculations. The comparison of horizontal forces per wave length shows that the hydrodynamic force is greater for the long wave length than short wave length, and the greatest hydrodynamic force acts on the moonpool when the wave length is equal to the ship's length. The horizontal force decreases as the wave amplitude decreases, and the hydrodynamic force acting on the moonpool in ${\lambda}=LBP$ is 10 times that in ${\lambda}=LBP/3$. The free surface demonstrates the piston mode, in which it oscillates up and down while remaining essentially flat, and the rise of the free surface level increases as the wave length increases. We can assume that the hydrodynamic force acting on the moonpool increases owing to the effect of a strong vortex for ${\lambda}=LBP$ and owing to the rise of the free surface level for ${\lambda}=LBP{\times}2$.

• Ocean Systems Engineering
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• 제1권4호
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• pp.263-283
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• 2011

The performance of a rig tie-down system on a TLP (Tension Leg Platform) is investigated for 10-year, 100-year, and 1000-year hurricane environments. The inertia loading on the derrick is obtained from the three-hour time histories of the platform motions and accelerations, and the dynamic wind forces as well as the time-dependent heel-induced gravitational forces are also applied. Then, the connection loads between the derrick and its substructure as well as the substructure and deck are obtained to assess the safety of the tie-down system. Both linear and nonlinear inertia loads on the derrick are included. The resultant external forces are subsequently used to calculate the loads on the tie-down clamps at every time step with the assumption of rigid derrick. The exact dynamic equations including nonlinear terms are used with all the linear and second-order wave forces considering that some dynamic contributions, such as rotational inertia, centripetal forces, and the nonlinear excitations, have not been accounted for in the conventional engineering practices. From the numerical simulations, it is seen that the contributions of the second-order sum-frequency (or springing) accelerations can be appreciable in certain hurricane conditions. Finally, the maximum reaction loads on the clamps are obtained and used to check the possibility of slip, shear, and tensile failure of the tie-down system for any given environment.

• 한국항해항만학회지
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• 제27권2호
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• pp.193-198
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• 2003

일점계류된 선박의 외력에 의한 불안정 거동을 경감시키는 방법에 대하여 검토하였다. 계류된 선박의 수치계산 시뮬레이션을 위해 조종운동방정식을 사용하였고, 선박에 가해지는 외력으로는 풍력과 파강제력이 고려되었다. 파강제력은 3차원특이점분포법에서 얻어진 주파수전달함수로부터 시간영역해석법을 적용하였고, 풍력은 OCIMF(1994)에서 제시한 값을 사용하였다. 계류된 선박의 안전대책으로 바우스러스터를 이용한 제어방법, 두 번째 묘를 이용한 굴레(Birdle)를 씌우는 묘박법이 검토되었다.

• 한국해안·해양공학회논문집
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• 제27권5호
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• pp.315-323
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• 2015

이상 기후현상으로 인해 폭풍의 강도가 커지고, 지속시간 또한 길어지고 있어 연안 피해가 점차 대규모화 되고 있다. 이러한 변화에 대응하기 위하여 기존 방파제에 대한 평가기준과 신설 방파제의 설계기준이 강화되고 있다. 최근 케이슨식 방파제의 구조적 안정성을 향상시키기 위하여 개별 케이슨이 독립적으로 파에 저항하도록 하였던 방파제 케이슨을 서로 인터로킹시키는 방안이 관심을 받고 있다. 이는 각각의 케이슨에 작용하는 힘을 분산시켜 이상파랑이 발생할 경우에도 최대파력이 저감되어 방파제의 안정성을 확보할 수 있도록 한 것이다. 본 연구에서는 케이블을 이용하여 케이슨 상부를 방파제 기준선방향으로 인터로킹시켰을 때의 파력의 분산특성에 대해서 분석하였다. 수치계산의 효율을 위해 지반과 연결 케이블은 선형 스프링으로 모형화하고 케이슨은 강체로 가정한 정적 선형모델을 개발하였다. 수치해석 결과, 입사각이 커질수록 케이블을 통하여 전달되는 파력비가 높아지고, 인터로킹 케이블의 강성이 클수록 전달 파력비가 증대되어 파력분산 효과가 높아지는 특성을 확인할 수 있었다.

• 한국해안·해양공학회논문집
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• 제34권5호
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• pp.156-168
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• 2022

기존 케이슨방파제의 전면 또는 후면에 추가로 케이슨을 설치하여 구조물의 안정성을 향상시키기 위한 설계 및 시공사례가 수행되고 있다. 기존 케이슨과 신규 케이슨사이에 존재하는 유체의 공진으로 구조물에 작용하는 파력이 과도하게 해석되는 현상이 포텐셜이론 기반의 수치해석에서 발생된다. 본 연구에서는 상용 프로그램인 ANSYS AQWA에서 제공되는 댐핑존 옵션을 이용하여 입사하는 파랑과 케이슨들간의 상호작용 영향에 의해 개별 케이슨에 작용하는 파력 분포 특성을 분석하였다. 공진이 발생되는 유체에 댐핑존을 적용하여 댐핑계수 변화에 따른 케이슨에 작용하는 파력을 도출하였다. 또한 전후 케이슨간의 간격 및 좌우 케이슨간의 간격 변화에 따른 개별 케이슨에 작용하는 파력 특성을 주파수영역 수치해석을 통해 검토하였다.

• 대한토목학회논문집
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• 제26권5B호
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• pp.539-549
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• 2006

본 연구에서는 포텐셜 이론, 섭동법, 경계요소법에 근간을 둔 이차의 시간영역 수치모델을 개발하고 이를 이용하여 폰툰형 부방파제의 성능을 평가하였다. 다양한 설계조건에 대하여 파력, 운동변위, 자유수면고, 투과율 등의 변화를 고찰하였으며, 파랑의 약 비선형성이 방파제의 동수역학적 특성에 미치는 영향을 분석하는데 주안점을 두었다. 수치모의 수행 결과, 이차의 성분 파는 동유체력, 계류장력, 운동변위에 미치는 영향이 큰 것으로 분석되었으나, 파랑의 약 비선형성이 투과율에 미치는 영향은 매우 작아 선형해석만으로도 파랑제어효율을 평가할 수 있음을 확인하였다. 또한 파랑제어효율이 우수한 수심과 흘수의 비, 파수와 폭과의 관계 등을 제시하였다.