• Title/Summary/Keyword: 파고라

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Response of Cable-Buoy Systems to Directional Random Waves (다방향 불규칙파랑에 의한 케이블과 정체시스템의 반응)

  • Jeon, Sang-Soo;John W. Leonard
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.5 no.1
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    • pp.25-38
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    • 1993
  • Numerical models of directional wave spectra for the analysis of offshore structural cable responses are verified. Alternative spreading models are used to predict wave-induced flows in water and for mooring systems. Hydrodynamic wave forces upon cable are estimated. using a Morison formula encompassing considerations for drag and for inertial forces both parallel and tangential to the slope of the cable. Numerical analysis for directional random waves. including consideration of displacement and velocity, trajectory, phase plane response. and tension are shown for mooring system cable responses at both the tether point for a buoy and at the anchor point. The effects of wave forces far different drag coefficients, various significant wave heights, and selected wave parameters are considered in the analysis. For the specific systems considered in the examples, it is demonstrated that wave period and height as well as wave spreading function parameters and drag coefficients, have an important effect upon the dynamic responses of the cable-buoy systems.

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Computation of Wave Height Distribution Inside a Harbor Using Time-Dependent Mild-Slope Equation (시간의존 완경사방정식을 이용한 항내 파고분포 계산)

  • 곽문수;홍길표;편종근
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.2 no.1
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    • pp.18-27
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    • 1990
  • The calmness inside a harbor plays an important role in the appropriate disposition of har-bor structures. However, it is not easy to get the accurate computational results because they are affected by many factors concerning with the wave transformation. Successful solution also depends on determining the boundary values appropriately. This paper presents the numerical model which is able to calculate wave heights inside a harbor It is based upon the time-dependent mild-slope equation involving wave refraction, diffraction, shoaling effect and reflection. In particular, the arbitrary reflectivity is used at the boundary in order to simulate the real harbor reflection condition. This numerical model is applied for Hupo-Harbor and its validities are investgated by comparing with experimental values from the hydraulic model test as well as computational results from Taka-yama's numerical model (1981). It is shown that the model results are in good agreement with results from hydraulic model and Takayama's.

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A Numerical Simulation of the 1993 East Sea Tsunami (1993年 동해 쓰나미의 산정)

  • 최병호;우승범;에핌페리높스키
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.6 no.4
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    • pp.404-412
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    • 1994
  • On July 12. 1993 at 22 : 17 local time (-9h. KST). an earthquake of surface magnitude (MS) 7.6 occurred on the west coast of the Hokkaido and small of offshore island of Okushiri in the East Sea. A major tsumani was generated and within 2 to 5 minutes, extremely large tsunami waves engulfed the Okushiri coastal area and the central west roast of the Hokkaido. This tsunami caused tremendous casualities and damage. A giant tsunami runup of more than 30 m in height was recorded. The tsunami crossed the East Sea and feeled at 27 sites of the eastern Korean coast during the survey on 17-19, July, 1993. The observed tsunami runup at southern part of the eastern Korean coast were generally weaker than the 1993 Japan Sea Central Earthquake tsunami and varied from 0.8 m to 2.6 m. The Present Paper intends to understand the propagation on this tsunami with the aid of numerical computation model andd computer graphic aided video animation.

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Characteristics of Long Period Resonant Oscillations around Chukpyon Harbor (죽변항 수역의 장주기 수면진동 특성)

  • 정원무;박우선;채장원
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.8 no.2
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    • pp.193-203
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    • 1996
  • Long period waves were measured at two stations outside and inside Chukpyon Harbor using two pressure-type wave gauges for one week that covers storm sea period. Based on the collected data the characteristics of long-period resonant oscillations were analysed: the resonant period corresponding to the peak spectral density are slightly different from one to the component wave period with the largest amplification ratio, and the latter period is suggested as that of the first resonant mode. From the analysed field data and numerical modeling, the first resonant mode of Chukpyon Harbor region appeared to be around 12 minutes with amplification ratio of 7, whose amplitude varies 10-20 cm inside of the harbour, and also the second mode appeared to be around 6 minutes. The waves of 2-3 minute periods were resonated apparently in the harbour, which is considered to be generated from group-bounded irregular waves and non-linear wave-wave interaction etc. The linearly decreasing reflection coefficients used in the numerical modeling appeared to be an alternative in calculating reflected waves in harbor.

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An Experimental Study on the improvement of harbor tranquility by Multi-cylinder piles Structure (다원주 파일군 구조물에 의한 항내 정온도 향상에 관한 실험적 연구)

  • Lee, Sang-Hwa;Jang, Eun-Cheul;Jeong, Dong-Hwa
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.19 no.1
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    • pp.66-72
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    • 2007
  • In order to control waves in coastal zones effectively, multi-cylinder piles as the economical structures are suggested. A three dimensional hydraulic model experiment was performed to investigate the hydraulic characteristics of the structure. An experimental study was carried out research the effect of wave control and harbor tranquility through the wave height analysis for the existing concrete wave breaker and the structure with acrylic multi-cylinder piles type at the same location. In the results, the effective order of harbor tranquility is shown as the wave breaker > the staggered arrangement of multi-cylinder piles > the regular arrangement of multi-cylinder piles.

Hydraulic Experiments of Stem Waves along a Vertical Wall due to Unidirectional Random Waves (직립벽을 따른 일방향 불규칙파의 연파실험)

  • Lee, Jong-In;Choi, Jun-Woo;Yoon, Sung-Bum
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.20 no.1
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    • pp.49-61
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    • 2008
  • This study investigates the characteristics of stem waves along a vertical wall generated by obliquely incident random waves through laboratory experiments conducted in a wave basin and numerical simulations using REF/DIF S model developed by Kirby and $\ddot{O}zkan$(1994). The investigation is focused on the effect of random waves on the propagation characteristics of stem waves and the difference or similarity between monochromatic and random waves. The results of REF/DIF S model are compared with laboratory measurements and good agreements are obtained. The relative significant wave height along a wall is almost same with monochromatic condition, but the wave pattern along normal to the wall shows a significant difference.

A study on Synthesis and Radiation Detector Fabrication of Thin Films by MW Plasma CVD (MWPECVD에 의한 박막의 합성과 방사선 검출 특성에 관한 연구)

  • Koo, Hyo-Geun;Lee, Duck-Kyu;Song, Jae-Heung;Noh, Kyung-Suk;Park, Sang-Hyun
    • Journal of radiological science and technology
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    • v.27 no.2
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    • pp.45-50
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    • 2004
  • Synthesis diamond films have been deposited on the molybdenum substrates using an microwave plasma enhanced chemical vapor deposition method. The effects of deposition time, surface morphology, infrared transmittance and Raman scattering have been studied. Diamond deposited on molybdenum substrate for 100 hours by MW plasma CVD from $CH_4-H_2-O_2$ gas mixture had good crystallity with $100[{\mu}m]$ thickness needed for radiation detector. Diamond radiation detector of M-I-M type was made and the current of radiation detector was increased by increasing X-ray dose.

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Stability Test of Artificial Joint for Hip Joint (고관절용 인공관절 시스템의 안정성 평가)

  • Seok, Sung-Fie;Park, Soo
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.36 no.9
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    • pp.1033-1039
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    • 2012
  • Artificial joints are used when joints lose their function because of either the destruction or damage of the composing bones of the joints. To evaluate the primary stability of a femur-implant system, the relative displacement caused by a repeated load is measured immediately after the insertion of the artificial joint. For more accurate stability evaluation, the accurate measurement of the penetration displacement of the artificial joint to the bone and the rotation angle of the artificial joint is essential. In this study, to evaluate the primary stability of the femur-implant system, we propose a new relative displacement measurement method. By using this new method, we comparatively evaluate the primary stability for various surgical methods and the varying stiffness of the cadaver femur-implant itself.

A Study on the Reversible SCR Servo Amplifier (정역전이 가능한 SCR 서보증폭기에 관한 연구)

  • Ahn, B. W.;Park, S. K.
    • Journal of the Korean Society of Fisheries and Ocean Technology
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    • v.31 no.2
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    • pp.190-198
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    • 1995
  • Many industrial servo amplifiers employ power transister as output device. Thyristor converters are not adopted to drive servo motor, although thyristor is superior to power TR in power rating, noise immunity, price, and size. The reason is, thyristor has no ability of self turn - off. Here in this paper line commutation, in which thyristor is turned off naturally since cathode voltage is higher than anode as time goes by, is employed to turn on thyristor with a delicate sequence. We developed thyristor servo amplifier which does not cause any damage on thyristor because it is designed to prevent triggering the two SCRs in the same arm simultaneously. And it was made clearly how to trigger SCR without any power line shorting and also harmonic analysis is carried out with the aid of FFT analyzer and proved that it can be used even severe reactive load. The designed circuit operated as a good DC amplifier in conventinal servomotor and the results can be use as a position control system application.

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A Study on the Driving of Ballast for 35W Class (T5 Class) Fluorescent Lamp using a Piezoelectric Transformer Characteristic (압전 변압기 특성을 이용한 35W급(T5급) 형광등용 안정기 구동에 관한 연구)

  • Hwang, Lark-Hoon
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.9 no.3
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    • pp.638-644
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    • 2008
  • It is required small size electronic ballast to fullfill the design philosophy of miniaturizing in the application of slim lamps. However, the traditional magnetic ballasts operated at 50-60Hz have been suffered from noticeable flicker, high loss, large crest factor and heavy weight. In this study, in order to solve these problems, It was proposed for driving 35W Class fluorescent lamp in the new type of electronic ballast, which is composed of rectifier, active power factor corrector, series resonant half bridge inverter and piezoelectric transformer. A 35W class(T5 class) fluorescent lamp is driven to successful by the fabricated ballast with piezoelectric transformer. Experimental results, It is proposed to driving the lamp using a electronic ballast at operating frequency of $75{\sim}79kHz$ approximatively. It is operated after for 25 min that were obtained good results of the input power factor of 0.95 and efficiency of 86%, respectively.