• 제목/요약/키워드: Wave tank experiment

검색결과 81건 처리시간 0.018초

Analysis of Hydraulic Characteristics According to the Cross-Section Changes in Submerged Rigid Vegetation

  • Lee, Jeongheum;Jeong, Yeon-Myeong;Kim, Jun-Seok;Hur, Dong-Soo
    • 한국해양공학회지
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    • 제36권5호
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    • pp.326-339
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    • 2022
  • Recently, not only Korea but also the world has been suffering from problems related to coastal erosion. The hard defense method has been primarily used as a countermeasure against erosion. However, this method is expensive and has environmental implications. Hence, interest in other alternative methods, such as the eco-friendly vegetation method, is increasing. In this study, we aim to analyze the hydraulic characteristic of submerged rigid vegetation according to the cross-sectional change through a hydraulic experiment and numerical simulation. From the hydraulic experiment, the reflection coefficient, transmission coefficient, and energy dissipation coefficient were analyzed according to the density, width, and multi-row arrangement of the vegetation zone. From numerical simulations, the flow field, vorticity distribution, turbulence distribution, and wave distribution around the vegetation zone were analyzed according to the crest depth, width, density, and multi-row arrangement distance of the vegetation zone. The hydraulic experiment results suggest that the transmission coefficient decreased as the density and width of the vegetation zone increased, and the multi-row arrangement condition did not affect the hydraulic characteristics significantly. Moreover, the numerical simulations showed that as the crest depth decreased, the width and density of vegetation increased along with vorticity and turbulence intensity, resulting in increased wave height attenuation performance. Additionally, there was no significant difference in vorticity, turbulence intensity, and wave height attenuation performance based on the multi-row arrangement distance. Overall, in the case of submerged rigid vegetation, the wave energy attenuation performance increased as the density and width of the vegetation zone increased and crest depth decreased. However, the multi-row arrangement condition did not affect the wave energy attenuation performance significantly.

반밀폐공간에서 발생되는 차량용 수소연료탱크 폭발 실험 (An Experimental Study on the Explosion of Hydrogen Tank for Fuel-Cell Electric Vehicle in Semi-Closed Space)

  • 박진욱;유용호;김휘성
    • 자동차안전학회지
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    • 제13권4호
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    • pp.73-80
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    • 2021
  • Recently, Korea has established a plan for the supply of hydrogen vehicles and is promoting the expansion of the supply. Risk factors for hydrogen vehicles are hydrogen leakage, jet fire, and explosion. Therefore Safety measures are necessary for this hazard. In addition, risks in semi-closed spaces such as tunnels, underground roads, and underground parking lots should be analyzed. In this study, an explosion experiment was conducted on a hydrogen tank used in a hydrogen vehicle to analyze the risk of a hydrogen vehicle explosion accident that may occur in a semi-closed space. As results, the effect on the structure and the human body was analyzed using the overpressure and impulse values for each distance generated during the explosion.

파랑의 수평운동을 이용한 파력발전장치 개발 (Development of Wave Power Generator using Horizontal Motions of the Wave)

  • 황성수;박일흠;이동수;양경욱
    • 드라이브 ㆍ 컨트롤
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    • 제12권2호
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    • pp.7-13
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    • 2015
  • In this study, we suggested the wave power generator using horizontal motions of the wave for use in the coastal sea. The length of the horizontal movement of the wave in the vicinity of the sea surface is larger than the length of the vertical reciprocating movement of the wave, hence the proposed device has a wave power transmission plate. In addition, because the motion of the wave is maximum to the sea surface, by arranging the buoyancy tanks at the top of the wave power transmission plate, it is always capable of vertical movement in accordance with the sea surface. To confirm the usefulness of the proposed wave power generator, we constructed a mathematical model of the wave power generator and carried out simulation using bondgraph. Furthermore, the efficiency was verified by measuring the degree of electrical energy production through a preliminary experiment.

고정식 진동 수주형 파력 발전기(OWC) 형상 파라미터의 실험 연구 (Experimental Study of Shape Parameter of Land-based OWC Wave Energy Converter)

  • 구원철;권진성;김준동;김성재;김민우;최문관
    • 한국해양공학회지
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    • 제26권3호
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    • pp.33-38
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    • 2012
  • The aim of this experimental study was to analyze the effect of the shape parameters and chamber pressure of a land-based oscillating water column (OWC) in regular incident waves. The magnitude of the free surface elevations inside the chamber was measured in a two-dimensional wave tank for various chamber skirt drafts and bottom slope angles. The surface elevations were also measured under both open chamber and partially open chamber conditions. From these measurements, the optimum shape of the OWC device could be predicted for the maximum wave energy conversion efficiency. It was found that the resonance frequency of the OWC system associated with incident waves moved toward the long wave region with increments of the draft of the chamber skirt and bottom slope. The behavior of the free surface elevation inside the chamber was also found to be dependent on the chamber pressure.

부유식 진동수주형 파력발전기(BBDB)의 유체 동역학적 성능 실험 연구 (Experimental Study of Hydrodynamic Performance of Backward Bent Duct Buoy (BBDB) Floating Wave Energy Converter)

  • 김성재;권진성;김준동;구원철;신성원;김규한
    • 한국해양공학회지
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    • 제26권6호
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    • pp.53-58
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    • 2012
  • An experimental study on the hydrodynamic performance of a backward bent duct buoy (BBDB) was performed in a 2D wave tank. The BBDB is one of the promising oscillating water column (OWC) types of floating wave energy converters. Two different corner-shaped BBDBs (sharp-corner and round-corner) were used to measure the maximum chamber surface elevations and body motions for various incident wave conditions, and their hydrodynamic characteristics were compared. In order to investigate the effect of the pneumatic pressure inside the chamber, the heave and pitch angle interacted with elevations were compared for both open chamber and partially open chamber BBDBs. From the comparison study, the deviation in the chamber surface elevations between the two shapes of BBDBs was found to be significant near the resonance period, which may be explained by viscous energy loss. It was also found that the pneumatic pressure noticeably affected the chamber surface elevation and body motions.

Development of Wind Induced Wave Predict Using Revisited Methods

  • Choi, Byoung-Yeol;Jo, Hyo-Jae;Lee, Kang-Ho;Byoun, Dong-Ha
    • Journal of Advanced Research in Ocean Engineering
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    • 제4권3호
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    • pp.124-134
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    • 2018
  • In this study, when the stability of the structure against the ocean wave is considered for designing the offshore structures in the Pacific, Indian ocean and Atlantic regions where the cyclone is largely generated, the ocean wave caused by the cyclone as well as the storm surge which called wind induced wave shall be predicted accurately for the purpose of judgment. The predicted wind induced wave was evaluated by comparing the outcome results the model test of Nobuhiro Matsunaga (1996) and Conventional Experiment forms such as Jonswap spectral forms(Carter, 1982), Simplified Donelan / Jonswap forms(Wilson 1965), Donelan spectral forms(Donelan 1980), Revised SPM forms(Schafer Lake 2005, 2007, 2008), SPM forms(CERC 1977), the CEM forms(Kazeminezhad et al., 2005), SMB forms(Sverdrup Munk and Bretschneider 1947,1954, 1970), and Revised Wilson forms(Wilson 1965, Goda 2003). Most of these conventional experiment forms confirmed a good match when the fetch length is less than 10 km. However, normal cyclone fetch length is more than 100km, With this fetch length, the comparison result is 10.4% of deviation when used Jonswap spectral forms(Carter, 1982) but the deviation of the other forms is around 74% due to boundary limit of fetch and wind duration. Therefore, in this study, we proposed the revised forms after comparing these results with the model results. We confirmed that the deviation range is around 10% based on revisited experiment forms. Since the model test was carried out in the small water tank, the scale up factor was applied to the mode test results in order to obtain similar results to the actual environment from revisited forms.

FPSO의 횡요 감쇠 장치에 대한 고찰 (A Study on Roll Reduction Devices for FPSOs)

  • 박인규;양진호;신현수
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2004년도 학술대회지
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    • pp.30-35
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    • 2004
  • Several roll motion reduction devices are reviewed and suggested for the application in FPSO. The firstly suggested solution is the shape of the bilge. The next is a bilge keel. The last suggestion is the ART (anti-rolling tank). Typical U-tube type ART is designed for a FPSO and examined extensively by model experiment. The model section was made of transparent acryl. Free decay test, forced oscillation test and wave test were carried out at a two-dimensional wave flume. U-tube type ART is effective only when the natural periods of ART and ship are same. Therefore, the divided U-tube type ART with split plate is suggested for the reduction of the roll motion of a FPSO over the wide range of the roll period.

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파의 수평운동을 이용한 가동물체형 파력발전장치의 개발과 전력생산에 관한 수리실험 (Development of a Moving Body Type Wave Power Generator using Wave Horizontal Motions and Hydraulic Experiment for Electric Power Production)

  • 황성수;이동수;양경욱;변정환;박일흠
    • 한국해안·해양공학회논문집
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    • 제28권2호
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    • pp.73-80
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    • 2016
  • 파의 왕복운동을 지속적인 일방향 회전운동으로 유도하여 발전기의 가동에 있어 기계적인 손실 에너지를 감소시켜 발전효율을 극대화시킬 수 있는 파의 수평왕복운동을 직접 이용하는 가동물체형 파력발전장치가 개발되었다. 그리고 실제 전력생산에 관한 수리실험이 수행되었고 그 결과가 토의되었다. 수리실험에서 부력 탱크의 형상에 따른 발전장치의 발전효율은 파력판의 무게를 충분히 지탱하는 직경 9 cm의 고정식 부력 탱크가 평균발전효율 14.6%로 좋은 결과를 보였으며 효율이 좋을 것으로 기대되었던 부력 탱크가 자유로이 승강하는 경우는 발전효율이 8.5%로 좋지 못한 결과를 보였다. 그리고 여러 파랑조건에 따른 직경 9 cm의 고정식 부력 탱크형 발전모형의 평균발전 효율이 수심 90 cm에서 기어비 2단 3.9%, 3단 4.9%, 4단 4.9%, 5단 12%, 6단 10.0%, 7단 3.1%, 그리고 8단 3.0%를 나타냈으며, 수심 80 cm의 기어비 5단에서 15%의 발전효율이 계측되었다. 따라서 이 파력발전장치는 수심 80~90 cm의 기어비 5단에서 비교적 높은 13.5%의 평균발전효율을 얻을 수 있었다.

일 유입유량 변동과 공정내 표면파 전파속도 상관성 분석 (Analysis of relationship between daily inflow rate fluctuation and surface wave transfer velocity in water treatment processes)

  • 박노석;임성은;김성수;황준식;정남정
    • 상하수도학회지
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    • 제22권2호
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    • pp.239-243
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    • 2008
  • The fluctuation of inlet flow to a water treatment plant makes a serious problem that it can change the outlet flow-rate from each process abruptly, and ultimately occur the detachment of the attached particles inside each unit process. Also, since it takes very short time for the surface wave occurred from the fluctuation of inlet flow to reach the latter processes, it is impossible for operators to cope with that stably. Therefore this study was conducted to suggest the methodology for accurately predicting the travel time of surface wave occurred from the fluctuation of inlet flow to reach the latter process. Through the experiment, which was carried out for the full-scale water treatment plants(capacity : 2,000m3/d), it could be confirmed that the flow rate fluctuation from equalization tank produce the surface wave. And the wave transfer velocity is a function of the hydraulic radius and the length of each open type tanks which are comprised in the latter processes.

AM 방식의 수중통신 (An underwater communication by AM technic)

  • 서호선;차일환
    • 한국통신학회:학술대회논문집
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    • 한국통신학회 1984년도 춘계학술발표회논문집
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    • pp.33-36
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    • 1984
  • An underwater communication technic using AM modulated ultrasonicwave was studied. The experiment were performed in the ahechoic water tank with 60KHz carrier wave and the frequency response of the system by demodulated signals were measured varing the degree of modulation and distance between transmitter and receiver. The bandwidth of transmitted signals was limited by the acoustic characteristics. As the result, it was found out that this kind of system is applicable to the underwater speech communication.

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