• Title/Summary/Keyword: Internal Wave

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Quantum Theory of Amplified Total Internal Reflection by Evanescent Wave (에바네슨트파에 의해 증폭된 전반사의 양자이론)

  • Lee, Chang-Woo;Jaewoo Nho;Wonho Jhe
    • Proceedings of the Optical Society of Korea Conference
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    • 2000.02a
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    • pp.156-157
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    • 2000
  • The amplification method using evanescent wave coupling has a long history and has been widely used as a new lasing method, especially, in the waveguide optics$^{(1)}$ . In particular, it has been observed experimentally that when the light wave propagating in a dielectric medium is totally reflected at the planar interface between the dielectric and a pumped active medium, the reflectance may be greater than unity, i.e., amplification is possible$^{(2)}$ . There were several attempts by other authors to explain this enhanced internal reflection (EIR) classically$^{(3)}$ . They commonly introduced a complex refractive index for the active medium with its imaginary part being negative, and this scheme was also used to describe an amplification process in a waveguide having active-cladding region$^{(4)}$ . However these theories are phenomenological, using macroscopic constants, and therefore a microscopic theory is needed to understand EIR in a fundamental level. (omitted)

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An experimental study on motions of a VLCO for wave power generation(1. Simple floating body) (파력발전용 가변수주진동장치의 운동에 대한 실험적 연구(1. 단일 부유체))

  • Lee, Seung-Chul;Goo, Ja-Sam
    • Journal of Power System Engineering
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    • v.17 no.2
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    • pp.103-107
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    • 2013
  • The structure of a variable liquid column oscillator(a VLCO) is analogous to that of the tuned liquid column damper used to suppress oscillatory motion in large structures like tall buildings and cargo ships. The VLCO is a system absorbing high kinetic energy of accelerated motions of multiple floating bodies in the effect of air springs occurred by installation of inner air chambers. Thus, VLCO can improve the efficiency of energy than wave energy converters of the activating object type made in Pelamis Company. In this research, the experiment was performed that a simple floating body was filled with internal fluid of same draft. The characteristics of motions were evaluated in each case of the opening or closing of the upper valves.

2-Dimensional Flow Analysis of Impulse Turbine for Wave Energy Conversion (파랑에너지 변환용 충동터빈의 2차원 유동해석)

  • ;;;;;T. Setoguchi
    • Proceedings of the Korean Society of Marine Engineers Conference
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    • 2001.05a
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    • pp.21-27
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    • 2001
  • This paper describes numerical analysis of the impulse turbine with fixed guide vanes, a high performance bi-directional air turbine having simple structure for wave energy conversion. The numerical analysis of the 2-dimensional incompressible viscous flow based on the full Reynold-averaged Navier-Stokes equations which was made to investigate the internal flow behavior. Numerical results are compared with experimental data obtained by T.Setoguchi laboratory. As a result, as suitable choice of design factor has been clarified with the understanding of the internal flow from the numerical analysis.

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Internal Wave Generation with Level Set Parallel Finite Element Approach (레블셋 병렬유한요소 기법을 이용한 파랑 내부 조파)

  • Lee, Haegyun;Lee, Nam-Joo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.32 no.6B
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    • pp.379-385
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    • 2012
  • Recent development of computing power and theoretical advances in computational fluid dynamics have made possible numerical simulations of water waves with full Navier-Stokes equations. In this study, an internal wave maker using the mass source function approach was combined with the level set finite element method for generation of waves. The model is first applied to the two-dimensional linear wave generation and propagation. Then, it is applied to the three-dimensional simulation of the same problem. To effectively utilize computational resources and enhance the speed of execution, parallel algorithms are developed and applied for the three-dimensional problem. The results of numerical simulations are compared with theoretical values and good agreements are observed.

SATELLITE SAR OBSERVATION OF SOLITARY INTERNAL WAVE OCCURRENCE IN THE NORTHERN SOUTH CHINA SEA

  • Zheng, Quanan;Susanto, R. Dwi;Ho, Chung-Ru;Song, Y. Tony;Xu, Qing
    • Proceedings of the KSRS Conference
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    • v.2
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    • pp.938-941
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    • 2006
  • Satellite synthetic aperture radar (SAR) images from 1995 to 2001 and field measurements of sea surface wind, sea state, and vertical stratification are used for statistical analyses of internal wave (IW) occurrence and SAR imaging conditions in the northern South China Sea (NSCS). Latitudinal distribution of IW packets shows that 22% of IW packets distributed in the east of $118^{\circ}E$ and 78% of IW packets in the west of $118^{\circ}E$. The yearly distribution of IW occurrence frequencies reveals an interannual variability. The monthly SAR-observed IW occurrence frequencies show that the high frequencies are distributed from April to July and reach a peak in June. The low occurrence frequencies are distributed in winter from December to February of next year. These statistical features are explained by solitary wave dynamics.

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Study to detect bond degradation in reinforced concrete beams using ultrasonic pulse velocity test method

  • Saleem, Muhammad
    • Structural Engineering and Mechanics
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    • v.64 no.4
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    • pp.427-436
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    • 2017
  • Concrete technologists have used ultrasonic pulse velocity test for decades to evaluate the properties of concrete. However, the presented research work focuses on the use of ultrasonic pulse velocity test to study the degradation in steel-concrete bond subjected to increasing loading. A detailed experimental investigation was conducted by testing five identical beam specimens under increasing loading. The loading was increased from zero till failure in equal increments. From the experimentation, it was found that as the reinforced concrete beams were stressed from control unloaded condition till complete failure, the propagating ultrasonic wave velocity reduced. This reduction in wave velocity is attributed to the initiation, development, and propagation of internal cracking in the concrete surrounding the steel reinforcement. Using both direct and semidirect methods of testing, results of reduction in wave velocity with evidence of internal cracking at steel-concrete interface are presented. From the presented results and discussion, it can be concluded that the UPV test method can be successfully employed to identify zones of poor bonding along the length of reinforced concrete beam. The information gathered by such testing can be used by engineers for localizing repairs thereby leading to saving of time, labor and cost of repairs. Furthermore, the implementation strategy along with real-world challenges associated with the application of the proposed technique and area of future development have also been presented.

Effects of Ultrasonic Waves on Filtration Performance and Fermentation in an Internal Membrane-Filtration Bioreactor

  • PARK, BYUNG GEON;WOO GI LEE;WEI ZHANG;YONG KEUN CHANG;HO NAM CHANG
    • Journal of Microbiology and Biotechnology
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    • v.9 no.3
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    • pp.243-248
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    • 1999
  • Ultrasonic wave technology was employed to improve filtration performance and ethanol production in a bioreactor equipped with an internal ceramic-membrane filter module. The filtration performance was found to depend on the power and the pattern of ultrasonic wave irradiation. Under the optimized conditions (irradiation time: 25 see, period: 5 min, and ultrasonic power: 60 W), the flux was improved with the periodic-pause method by 200-700% compared with the control (with no irradiation), while the improvement was only 30 to 90% without the periodic-pause method. The final ethanol concentration also increased slightly. However, in a more severe condition (irradiation time: 2.5 min, period: 5 min, and ultrasonic power: 110 W), the irradiation of ultrasonic waves was observed to disturb cell integrity and viability, and thus to decrease ethanol production.

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Numerical and experimental study on the scale effect of internal solitary wave loads on spar platforms

  • Wang, Xu;Zhou, Ji-Fu
    • International Journal of Naval Architecture and Ocean Engineering
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    • v.12 no.1
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    • pp.569-577
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    • 2020
  • Based on laboratory experiments and numerical simulations, the scale effect of Internal Solitary Wave (ISW) loads on spar platforms is investigated. First, the waveforms, loads, and torques on the spar model at a laboratory obtained by the experiments and simulations agree well with each other. Then, a prototype spar platform is simulated numerically to elucidate the scale effect. The scale effect for the horizontal forces is significant owing to the viscosity effect, whereas it is insignificant and can be neglected for the vertical forces. From the similarity point of view, the Froude number was the same for the scaled model and its prototype, while the Reynolds number increased significantly. The results show that the Morison equation with the same set of drag and inertia coefficients is not applicable to estimate the ISW loads for both the prototype and laboratory scale model. The coefficients should be modified to account for the scale effect. In conclusion, the dimensionless vertical forces on experimental models can be applied to the prototype, but the dimensionless horizontal forces of the experimental model are larger than those of the prototype, which will lead to overestimation of the horizontal force of the prototype if direct conversion is implemented.

Oceanic Pycnocline Depth Estimation from SAR Imagery

  • Yang, Jingsong;HUANG, Weigen;XIAO, Qingmei;ZHOU, Chenghu;ZHOU, Changbao;HSU, Mingkuang
    • Proceedings of the KSRS Conference
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    • 2003.11a
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    • pp.304-306
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    • 2003
  • Oceanic pycnocline depth is usually obtained from in situ measurements. As ocean internal waves occur on and propagate along oceanic pycnocline, it is possible to estimate the depth remotely. This paper presents a method for retrieving pycnocline depth from synthetic aperture radar (SAR) imagery where internal waves are visible. This model is constructed by combining a two-layer ocean model and a nonlinear internal wave model. It is also assumed that the observed groups of internal wave packets on SAR imagery are generated by local semidiurnal tides. Case study in East China Sea shows a good agreement with in situ CTD data.

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Observation of Semi-diurnal Internal Tides and Near-inertial Waves at the Shelf Break of the East China Sea

  • Park, Jae-Hun;Lie, Heung-Jae;Guo, Binghuo
    • Ocean and Polar Research
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    • v.33 no.4
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    • pp.409-419
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    • 2011
  • Semi-diurnal internal tides and near-inertial waves are investigated using moored current meter measurements at four sites along the shelf break of the East China Sea during August 1987 and May-June 1988. Each mooring is equipped with four current meters spanning from near surface to near bottom. Spectral analyses of all current data reveal dominant spectra at the semi-diurnal frequency band, where the upper and lower current measurements show out-of-phase relationship between them with significant coherences. These are consistent with typical characteristics of the first-mode semi-diurnal internal tide. Strong intensification of the near-bottom baroclinic currents is observed only at one site, where the ratio of the bottom slope to the slope of the internal-wave characteristics at the semi-diurnal frequency is close to unity. An energetic near-inertial wave event is observed during the first half of May-June 1988 observation at two mooring sites. Rotary spectra reveal that the most dominant signal is clockwise rotating motion at the near-inertial frequency band. Upward phase and downward energy propagations, shown in time-depth contour plots of near-inertial bandpass filtered currents, are confirmed by cross correlations between the upper- and lower-layer current measurements. The upward-propagating phase speed is estimated to be about 0.13 cm $s^{-1}$ at both sites. Significant coherences and in-phase relationships of near-inertial currents at the same or similar depths between the two sites are observed in spite of their long distance of about 110 km.