• 한국해안해양공학회지
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• 제19권6호
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• pp.606-613
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• 2007

본 연구에서는 2차원 수리모형실험을 통해 직립 구조물에 의한 권파와 이로 인해 발생하는 처오름과 월파 유속장을 측정하고, 그 결과를 이용하여 월파의 속도분포를 위한 경험식을 구하였다. 구조물 주위에서의 쇄파에 의한 월파는 넓은 기포화된 지역을 형성하며 다위상 상태가 된다. 이와 같은 구조물 주위에서의 처오름과 월파흐름의 유속을 측정하기 위하여 PIV(particle image velocimetry)기법을 사용하였으며, 기포화된 흐름영역은 PIV기법의 변형된 기법을 고안하여 측정하였다. 두 기법을 이용하여 측정된 유속장으로부터 구조물 주위에서의 3가지의 주된 위상인 쇄파, 처오름 그리고 월파의 최고유속을 알 수 있었다. 또한, 구조물의 상부로 월파된 유체흐름의 최대유속분포는 비선형적인 단면을 보여주고 시간별 최대유속은 주로 유체의 전면부에서 일어남이 관측되었다. 차원해석을 통해 무차원화된 유속분포로 부터 구조물 상단에서의 월파유속 분포가 유사단면을 갖는다는 것을 확인하였으며, 이를 이용하여 월파의 유속분포를 위한 실험적 경험식을 제시하였다.

• 한국수산과학회지
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• 제32권6호
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• pp.718-724
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• 1999

본 연구에서는 일반적으로 어묵의 원료로서 가장 많이 사용되고 있는 명태연육을 이용하여 수분함량이 어육연제품의 겔강도에 미치는 영향과 남미산 대형오징어와 명태연육을 이용한 겔강도의 변화형태를 조사하기 위하여 각 수분첨가량에 따른 어묵의 겔강도를 punch test,보수력과 겔강도와의 관계를 비교하며, 색차계를 통한 L값 (명도), a값 (적색도), b값 (황색도), L-3b값 (백색도)을 평가하고 원료에 대한 최적 수분첨가량을 조사하여 현재의 수분첨가방식에서의 개선점 및 활용방안을 제시함으로서 고품질의 탄력 있는 어묵의 가공 및 원료육의 절감효과를 위한 기초자료를 제공 하고자 하였으며, 또한 혼합연육 원료에 각종 기능성 첨가물의 첨가하여 겔 강도에 미치는 영향을 조사하기 위한 기초자료를 제공할 목적으로 남미산 대형오징어와 명태연육혼합육을 혼합비에 따른 배합육의 겔강도를 punch test 등을 통하져 물성변화를 검토하고, 보수력과 겔강도와의 관계를 비교하며, SDS-PAGE를 통한 cross-linking의 측정 및 색차계를 통한 L값 (명도), a값 (적색도), b값 (황색도)을 평가함으로써 전체적인 품질을 판단하여 원료의 대체효과에 대하여 그 가능성을 조사한 결과는 다음과 같다. 1. 연구에 사용된 시료육의 최적 고기갈이시간을 조사하기 위하여 식염농도 $2.5\%$농도에서 오징어육의 경우 20분 고기갈이시에 미량이나마 그 값이 최고치를 나타내었으며, 명태육의 경우 변화가 거의 없었으며, $50\%$씩 혼합한 혼합육은 고기갈이 시간에 관계없이 jelly강도 값이 거의 균일하였다. 따라서 본 연구에서는 고기갈이 시간을 오징어육 고기갈이 최적시간인 20분으로 설정하였다. 2. 식염농도 $2.5\%$와 고기갈이시간 20분을 기준으로 하여 혼합육의 혼합비에 따른 젤리강도의 변화를 조사한 결과 오징어육의 비율을 $20\%$까지 했을 때까지는 일정한 젤리강도의 값을 나타내다가 혼합비를 $30\%$로 늘렸을때 거의 $50\%$정도의 젤리강도 저하를 나타내었다. 3. 오징어육의 혼합비를 증가시킬수록 breaking stress는 그 값이 초기부터 감소함을 보였으며, breaking strain의 경우는 명태육과 오징어의 혼합비를 7:3으로 할 때까지는 일정한 값을 유지하였다. 4. 혼합어육의 수분거동을 알아보기 위하여 각각의 혼합비에서 수분함량을 조사한 결과 오징어의 혼합비를 늘려 갈수록 수분함량은 높게 나타났다. 오징어육의 경우 어육과 단백질간의 가교는 크게 형성하지 않는 다는 것을 알 수 있으며 이런 단백질간의 가교형성을 유도시킴이 본 연구의 앞으로 과제라고 할 수 있다. 5. 혼합어육의 혼합비에 따른 수분최적비 ($76\%$)의 실험에서 오징어육의 함량비를 증가시킬수록 breaking stress (g)와 breaking strain (cm)는 급격하게 감소하다가 서서히 완만하게 유지되는 경향을 나타내었다.

• 전기학회논문지P
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• 제53권3호
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• pp.142-147
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• 2004

In this study, We developed the microprocessor based controller for Auto Section Switch(ASS). This is installed at consumer's medium-high voltage(load capacity is below 4,000 kVA) switchgear. This function is cooperate with protection device of fault section and automatically dividing the section. And It is designed by Air putter type extinction structure and adopt the mechanism and breaking part module of existing Load Breaker Switch. In addition, We successfully conducted the operation test and checked main function of proto-type.

• International Journal of Naval Architecture and Ocean Engineering
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• 제9권4호
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• pp.390-403
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• 2017

Smoothed Particle Hydrodynamics (SPH) method has a good adaptability for the simulation of free surface flow problems. There are two forms of SPH. One is weak compressible SPH and the other one is incompressible SPH (ISPH). Compared with the former one, ISPH method performs better in many cases. ISPH based on Rankine source solution can perform better than traditional ISPH, as it can use larger stepping length by avoiding the second order derivative in pressure Poisson equation. However, ISPH_R method needs to solve the sparse linear matrix for pressure Poisson equation, which is one of the most expensive parts during one time stepping calculation. Iterative methods are normally used for solving Poisson equation with large particle numbers. However, there are many iterative methods available and the question for using which one is still open. In this paper, three iterative methods, CGS, Bi-CGstab and GMRES are compared, which are suitable and typical for large unsymmetrical sparse matrix solutions. According to the numerical tests on different cases, still water test, dam breaking, violent tank sloshing, solitary wave slamming, the GMRES method is more efficient than CGS and Bi-CGstab for ISPH method.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2002년도 춘계학술대회 논문집
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• pp.257-262
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• 2002

Numerical model introduced in this study combines wave refraction-diffraction, breaking, bottom friction, lateral mixing, and critical shear stress and three sub-models for simulating waves, currents, and bottom change were briefly discussed. Simulations of beach processes and harbor sedimentation were also described at the coast neighboring Bangpo Harbor, Anmyundo, Chungnam, where the area has suffered from accumulation of drifting sand in a small fishing harbor with a wide tidal range. We also made model test for the case of a narrow tidal range at Nakdong river's estuary area to understand the effect of water level variation on the littoral drift. Simulations are conducted in terms of incident wave direction and tidal level. Characteristics of wave transformation, nearshore current, sediment transport, and bottom change are shown and analyzed. We found from the simulation that the tidal level impact to the sediment transport is very important and we should apply the numerical model with different water level to analyze sediment transport mechanism correctly. Although the model study gave reasonable description of beach processes and harbor sedimentation mechanism, it is necessary to collect lots of field observation data, including waves, tides and bottom materials, etc. for better prediction.

• Geomechanics and Engineering
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• 제3권3호
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• pp.219-231
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• 2011

Waste fills resulting from coal mining should consist of large, free-draining sedimentary rocks fragments. The successful performance of these fills is related to the strength and durability of the individual rock fragments. When fills are made of shale fragments, some fragments will be durable and some will degrade into soil particles resulting from slaking and inter-particle point loads. The degraded material fills the voids between the intact fragments, and results in settlement. A laboratory program with point load and slake durability tests as well as thin section examination of sixty-eight shale samples from the Appalachian region of the United States revealed that pore micro-geometry has a major influence on degradation. Under saturated and unsaturated conditions, the shales absorb water, and the air in their pores is compressed, breaking the shales. This breakage was more pronounced in shales with smooth pore boundaries and having a diameter equal to or smaller than 0.060 mm. If the pore walls were rough, the air-pressure breaking mechanism was not effective. However, pore roughness (measured by the fractal dimension) had a detrimental effect on point load resistance. This study indicated that the optimum shales to resist both slaking as well as point loads are those that have pores with a fractal dimension equal to 1.425 and a diameter equal to or smaller than 0.06 mm.

• 한국수산과학회지
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• 제27권5호
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• pp.605-612
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• 1994

The methods to determine the hydrodynamic coefficients for the fixed type artificial reefs which were constructed to control ecological system in coastal waters are compared and discussed by model test results. To calculate the wave forces, least square method show good agreement with the experimental results and more stability than maximum force component method or Fourier decomposition method. This modified least square method of weighting the square of measured force turned out to be the most feasible method for maximum force. Using the feasible method, hydrodynamic characteristics for artificial reefs on uniform slopes offshore and breaking zone were studied. They were properly related to Keulegan-Carpenter's number and found larger than previous results. Wave force coefficients for artificial reefs around breaking zone were distributed from 1.5 to 2.5, and the mean value was 2.0. Drag force components were more in evidence than inertia force in maximum force which is important parameter to evaluate stability for high-permeability structures. A formula for the calculation of the maximum force for artificial reefs design is proposed, using structural dimension, water particle velocity and Keulegan-Carpenter's number.

• 한국해안해양공학회지
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• 제5권3호
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• pp.212-220
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• 1993

불규칙파를 스펙트럼으로 파악하여 천해에서 천수, 굴절, 회절, 마찰 및 쇄파 등에 의하여 변이하는 현상을 해석하였다. 지배방정식은 에너지보존식과 파수벡타보존식인데 파수벡타보존식에 회절효과를 고려하는 항을 포함하였다. 스펙트럼형상을 재현하기 위하여는 선형누적법을 사용하였으며, 스펙트럼에 대한 대표 마찰계수를 간단히 산정하는 약산식을 개발, 사용하여 마찰손실효과를 고려하였다. 또한 천해역에서의 쇄파를 고려하기 위하여 Kitaigorodskii의 평형조건식을 수정하여 적용하였다. 본 연구에서 개발된 모형을 실험조건에 적용하여 검증한 결과, 계산치가 실측치와 잘 일치함을 알 수 있었다.

• 한국항만학회지
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• 제15권1호
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• pp.57-74
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• 2001

In the past, the predictions of beach processes and harbor sedimentation were mainly relied on the hydraulic model tests and empirical methods. In recent years, however, as computers have come into wide use, more accurate models have gradually been developed and thus replaced those conventional methods. For prediction of topographical change near the coastal area, we need informations of wave and current conditions in the numerical model which should be calculated in advance. Numerical model introduced in this study combines wave refraction-diffraction, breaking, bottom friction, lateral mixing, and critical shear stress and three sub-models for simulating waves, currents, and bottom change were briefly discussed. Simulations of beach processes and harbor sedimentation were also described at the coast neighboring Bangpo Harbor, Anmyundo, Chungnam, where the area has suffered accumulation of drifting sand in a small fishing harbor with a wide tidal range. We also made model test for the new layout of the harbor and planned south breakwater for preventing intrusion of sand. Although the model study gave reasonable description of beach processes and harbor sedimentation mechanism, it is necessary to collect lots of field observation data, including waves, tides and bottom materials, etc. for better prediction.

• 대한조선학회논문집
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• 제44권4호
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• pp.398-407
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• 2007

A smoothed particle hydrodynamics (SPH) method is applied for simulating two-dimensional free-surface problems. The SPH method based on the Lagrangian formulation provides realistic flow motions with violent surface deformation, fragmentation and reunification. In this study, the effect of computational parameters in SPH simulation is explored through two-dimensional dam-breaking and sloshing problem. The parameters to be considered are the speed of sound, the frequency of density re-initialization, the number of particle and smoothing length. Through a series of numerical test. detailed information was obtained about how SPH solution can be more stabilized and improved by adjusting computational parameters. Finally, some numerical simulations for various fluid flow problem were carried out based on the parameters chosen through the sensitivity study.