• 제목/요약/키워드: K-Wave

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파랑 에너지 변환을 위한 월파제어구조물의 월파량 산정 실험 (Experimental Study on Wave Overtopping Rate of Wave Overtopping Control Structure for Wave Energy Conversion)

  • 신승호;홍기용
    • 한국해양공학회지
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    • 제19권6호통권67호
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    • pp.8-15
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    • 2005
  • Wave energy has been considered to be one of the most promising energy resources for the future, as it is pollution-free and an abundant natural resource. However, since it has drawbacks of non-stationary energy density, it is necessary to change the wave energy into a simple concentrated energy. Progressive waves in a coastal area can be amplified, swashed, and overtopped by a wave overtopping control structure. By conserving the quantity of overflow in a reservoir, the kinetic energy of the waves can be converted to the potential energy with a hydraulic head above the mean sea level. The potential energy in the form of a hydraulic head can be utilized to produce electric power, similar to hydro-electric power generation. This study aims to find the most optimal shape of wave overtopping structure for maximum overtopping volume of sea water; for this purpose, we carried out the wave overtopping experiment in a wave tank, under both regular and irregular wave conditions.

Effects of reverse waves on the hydrodynamic pressure acting on a dual porous horizontal plate

  • Kweon, Hyuck-Min;Choi, Young-Hwan
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제6권1호
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    • pp.60-73
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    • 2014
  • The seaward reverse wave, occurring on the submerged dual porous horizontal plate, can contribute to the reduction of the transmitted wave as it reflects the propagating wave. However, the collision between the propagating and seaward reverse waves increases the water level and acts as a weight on the horizontal plate. This study investigated the characteristics of the wave pressure created by the seaward reverse wave through the analysis of experimental data. The analysis confirmed the following results: 1) the time series of the wave pressure showed reverse phase phenomena due to the collision, and the wave pressures acted simultaneously on both upper and lower surfaces of the horizontal plate; 2) the horizontal plate became repeatedly compressed and tensile before and after the occurrence of the seaward reverse wave; and 3) the seaward reverse wave created the total wave pressure to the maximum towards the direction of gravity, primarily on the upper plate. It was also confirmed that the wave distributions showed a similar trend to the wave steepness. Such outcome of the analysis will provide basic information to the structural analysis of the horizontal plate as a wave dissipater of the steel-type breakwater (STB).

규칙파 중 반잠수식 해양구조물 주위의 런업에 관한 실험 연구 (Experimental Study of Wave Run-up on Semi-submersible Offshore Structures in Regular Waves)

  • 김남우;남보우;조윤상;성홍근;홍사영
    • 한국해양공학회지
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    • 제28권1호
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    • pp.6-11
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    • 2014
  • This paper presents the results of an experimental study of wave run-ups on a semi-submersible offshore structure. A series of model tests with a 1:80 scale ratio were carried out in the two-dimensional wave basin of MOERI/KIOST. The experimental model had two columns and one pontoon. The model was fixed and wave elevations were measured at five points per column. Two different draft (operational & survival) conditions and three wave heights were considered under regular wave conditions. First, the nonlinear characteristics of wave run-ups are discussed by using the time series data. Then, the wave heights are compared with numerical results based on the potential flow model. The comparison shows fairly good correlation between the experiments and computations. Finally, wave run-ups under the operational and survival conditions are suggested.

Numerical analysis of a hybrid substructure for offshore wind turbines

  • Park, Min-Su;Jeong, Youn-Ju;You, Young-Jun;Lee, Du-Ho;Kim, Byeong-Cheol
    • Ocean Systems Engineering
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    • 제4권3호
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    • pp.169-183
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    • 2014
  • For the reliable design of substructure supporting offshore wind turbines it is very important to reduce the effects of wave forces. Since the substructure is strongly influenced by the effects of wave forces as the size of substructure increases. In the present study, the hybrid substructure with multi-cylinder is newly suggested to reduce the effects of wave forces. Using diffraction theory the scattering waves in a fluid region are expressed by an Eigenfunction expansion method with three dimensional potential theory to calculate the wave force acting on the hybrid substructure. The wave force and wave run-up acting on the hybrid substructure is presented to examine the water wave interaction according to the variation of cylindrical size and the distance among cylinders. It is found that the suggested hybrid substructure with multi-cylinder is very useful to reduce the effects of wave forces acting on the substructure for offshore wind turbines.

Kinesin Light Chain (KLC)의 Tetratricopeptide Repeat (TPR) 도메인을 통한 Scaffold 단백질 WAVE1과 Kinesin 1의 결합 (The Scaffolding Protein WAVE1 Associates with Kinesin 1 through the Tetratricopeptide Repeat (TPR) Domain of the Kinesin Light Chain (KLC))

  • 장원희;정영주;엄상화;석대현
    • 생명과학회지
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    • 제26권8호
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    • pp.963-969
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    • 2016
  • Kinesin superfamily proteins (KIFs)은 세포 내 소기관이나 단백질복합체를 미세소관을 따라 운반하는 모터단백질이다. Kinesin 1은 경쇄단위체(light chain subunit)를 통하여 결합함으로써 세포 내 소기관, 신경소포, 신경전달물질수용체, 신호전달단백질, mRNA 등 다양한 운반체를 운반하는 KIFs의 한 종류이다. Kinesin light chains (KLCs)은 모터기능이 없는 단위체로서 kinesin heavy chains (KHCs) 이량체와 결합하여 kinesin 1을 구성한다. KLCs은 여러 단백질과 결합하지만 아직 결합단백질이 충분히 밝혀지지 않았다. 본 연구에서 KLC1의 tetratricopeptide repeat (TPR) 영역과 결합하는 단백질을 분리하기 위하여 효모 two-hybrid 탐색을 수행한 결과 Wiskott-Aldrich syndrome의 원인단백질이며 액틴 세포골격 조절단백질인 WASP/WAVE family의 하나인 WAVE1을 분리하였다. WAVE1은 KLC1의 TPR 영역을 포함한 부위와 결합하지만 KHCs인 KIF5A, KIF5B, KIF5C와는 결합하지 않았다. 또한 KLC1은 WAVE1의 C-말단에 존재하는 verprolin/cofilin/acidic (VCA) 도메인과 결합하였으며, 다른 WAVE isoform인 WAVE2와 WAVE3과도 결합하였다. HEK-293T 세포에 WAVE1과 KLC1을 동시에 발현시켰을 때 두 단백질이 세포 내에서 같은 부위에 존재하며, WAVE1을 면역침강한 결과 KLC1뿐만 아니라 KIF5B가 같이 침강함을 확인하였다. 이러한 결과들은 kinesin 1이 WAVE 단백질복합체 혹은 WAVE로 덮여있는 운반체를 운반함을 시사한다.

Love파를 이용한 저점성 유체 점도 측정용 표면 탄성파 센서 개발 (Development of Surface Acoustic Wave Sensor for Viscosity Measurement of Low Viscose Liquid Using Love Wave)

  • 이상대;김기복;이대수
    • Journal of Biosystems Engineering
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    • 제33권4호
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    • pp.282-287
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    • 2008
  • Love wave is one of the shear horizontal waves and it can propagate between two layers in liquid without energy loss. The SAW (surface acoustic wave) sensor using Love wave is very useful for real time measurement of the viscosity of liquid with high sensitivity. In this study, the 77 MHz and 155 MHz Love wave SAW sensors were fabricated and use to measure the viscosity of low viscous liquid. To generate the surface acoustic wave, the inter-digital transducers were fabricated on the quartz crystal wafer. In order to obtain the optimal thickness of the coating film (novolac photoresist) generating the Love wave on the surface of SAW device, theoretical calculation was performed. The performances of fabricated Love wave SAW sensors were tested. As test liquid, pure water and glycerol solutions having different concentrations were used. Since the determination coefficients of the regression equations for measuring the viscosity of liquid are greater than 0.98, the developed Love wave SAW sensors in this study will be very useful for precise measurement of viscosity of liquid.

A Study on Wave Observation System with GPS Arrayed Buoys by using MUSIC Method

  • Yoo, Yun-Ja;Song, Chae-Uk;Kouguchi, Nobuyoshi;Fujii, Hidenobu
    • 한국항해항만학회지
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    • 제27권6호
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    • pp.677-682
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    • 2003
  • The long-period gravity wave, the wave period from some ten seconds to some minutes, induces not only the big sway of a ship moored and berthed in the harbor due to the horizontal long-distance motion of a water but also strong exfoliated flow and vortices near the harbor entrance. They muse serious problems on the safety navigation of vessels entering and leaving the harbor, but this gravity wave has not been searched sufficiently yet. Then it is quite important to reveal the characteristics of this long-period gravity wave ana to solve various problems induced by this wave. The long-period gravity wave measurement system with arrayed buoys installed the kinematic GPS was already proposed, which provides the precise propagating direction of the long-period gravity wave. In this paper, the observation results of the wave measurement system are shown by the MUSIC method And the propagating wave direction was estimated precisely enough in comparison with other results used other method.

천해역으로 확장된 WAM모형에 의한 영일만 파랑모의 (Wave Simulation on Youngil Bay by WAM Extended to Shallow Water)

  • 천제호;안경모;윤종태
    • 한국해안해양공학회지
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    • 제19권6호
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    • pp.511-520
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    • 2007
  • 심해역 파랑모형인 WAM에 쇄파와 삼파 상호작용을 추가하여 모형의 적용영역을 천해역으로 확장하였다. 모형의 검증을 위해 영일만에서의 파랑변형 모의를 수행하였고, 수치모의된 파랑자료는 영일만 입구 1개소와 영일만 내부 2개소의 관측 결과와 양호한 일치를 보여주었다. 수치모의 결과를 보면, 영일만 입구에서 입사되는 파랑은 영일만 내부로 진입하는 과정에서 바닥에 의한 에너지 감쇠와 쇄파 작용 등으로 인해 파고의 점진적 감소가 나타나고, 파향은 주로 NE 계열로 입사되어 연안 근처에서는 굴절 효과로 인해 해안에 대해서 수직한 방향으로 진행하는 경향을 보여주었다.

Basic Analysis for Improvement of Mooring Stability Under Long Wave Impact

  • Ha, Chang-Sik;Moon, Seung-Hyo;Lee, Joong-Woo
    • 한국항해항만학회지
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    • 제41권5호
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    • pp.329-336
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    • 2017
  • This study suggests a general process of analyzing the mooring and cargo handling limit waves, which is an incident to the new energy port under long wave agitation. To reduce damages of ships and harbor structures due to strong wave responses, it is necessary to predict the change of wave field in the mooring berth to make the proper decision by dock master. The berthing area at a new LNG port in the east coast of Korea in this study is frequently affected by oscillations from waves of 8.5~13s periods in the wintertime. The long period waves give difficulties on port operation by lowering the annual berthing ratio. It needs to find the event waves from the real time offshore wave records, which cause over the mooring limits. For that purpose, the wave records from field measurement and offshore wave buoy were analyzed. From numerical simulation, the response characteristics of long period waves in the berthing area were deduced with or without breakwater expansion plan, analyzing the offshore field wave data collected for two years. Some event wave cases caused over the cargo handling and mooring limits as per the standard Korean port design guideline, and those were used for the decision of port operation by dock master, comparing with the real time offshore wave observations.