• Title/Summary/Keyword: wave diffraction

Search Result 478, Processing Time 0.025 seconds

The Study on Diffraction of Waves About a Breakwater-Gap (방파제에서의 회절파에 관한 연구(제2보))

  • 강관원;송병하
    • Water for future
    • /
    • v.9 no.1
    • /
    • pp.70-80
    • /
    • 1976
  • The efficient breakwater design requires a knowledge of the behaviour of the waves passing the breakwater. Wave Diffraction is an important factor and phenomeon in this behaviour. The diffraction ocean waves entering a gap in a breakwater normal to the incident wave direction in water of uniform depth has been investigated, applying a solution previously given in the author's paper, based on the theory of light diffraction by Sommerfeld. The wave profiles and heights on both the leeward side of the breakwater and the gap side have been studied and summarized in the form of diagrams with diffraction coefficients in range of x/L, y/L 0∼100, b/L=0.5∼12, with some extension of the diagrams made previously. The results of the theoretical approaches have not been experimentally verified. The theory ad computation methods with computer program in Fortran IV developed in this study make an efficient use for estimating the diffraction about a breakwater gap.

  • PDF

On The Study of Diffracted Waves About Breakwaters (방파제에서의 회절파에 관한 연구(제1보))

  • 강관원;서병하
    • Water for future
    • /
    • v.7 no.1
    • /
    • pp.55-64
    • /
    • 1974
  • The knowledge of the waves passing through the breakwater makes an important role in the efficient breakwater design. Wave diffraction is an important factor in this role, but some usable development about it have not been made in our country as yet. The diffraction of sea-water waves round the end of a semi-infinite impermeable breakwater has been investigated, applying a solution of the water wave diffraction problems given by Penney & Price. The wave pattern and heights on both the leewardside and the windward-side of the breakwater have been calculated and summarized in the form of diagrams with diffraction factors between $r/{\lambda}=0~50$. This involves some extension of the diffraction diagrams made previously. The theory and computation methods with computer program in fortran IV developed in this study make an efficient use for estimating the diffraction effects at a semi-infinite breakwater.

  • PDF

Prediction of Wave Force on a Long Structure of Semi-infinite Breakwater Type Considering Diffraction (회절을 고려한 반무한방파제 형식의 장대구조물에 작용하는 파력 예측)

  • Jung, Jae-Sang;Lee, Changhoon;Cho, Yong-Sik
    • Journal of Korean Society of Coastal and Ocean Engineers
    • /
    • v.27 no.6
    • /
    • pp.424-433
    • /
    • 2015
  • In this study, the wave force distribution acting on a semi-infinite and vertical-type long structure is investigated considering diffraction. An analytical solution of the wave force acting on long structures is also suggested in this study. The wave forces on long structures are evaluated for monochromatic, uni-directional random, and multi-directional random waves. Diffraction effects in front of the breakwater and on the lee side of the breakwater are considered. The wave force on a long structure becomes zero when the relative length of the breakwater (1/L) is zero. The diffraction effects are relatively strong when the relative length of the breakwater is less than 1.0, and the wave forces decrease greatly for long structure when the relative length of the breakwater is larger than 0.5. Therefore, it is necessary to consider diffraction effects when the relative length of the breakwater is less than 1.0, and the relative length of the breakwater must be at least 0.5 in order to obtain a reduction of wave force on long structures.

Motion and Wave Elevation Analyses for Floating Breakwaters and a VLFS (소파제-초대형 부유식 해상구조물 운동 및 소파효율 해석)

  • 홍도천;홍사영
    • Journal of the Society of Naval Architects of Korea
    • /
    • v.41 no.3
    • /
    • pp.22-27
    • /
    • 2004
  • Waveheight attenuation efficiencies of floating breakwaters in water of finite depth for a VLFS are studied numerically in accordance with the two body radiation-diffraction problem. Four different forms of the breaker are tested with a solid VLFS. The radiation-diffraction wave elevations between the breakwater and the VLFS are predicted directly instead of the far-field transmission-reflection coefficients of the breakwater.

A Study on the One-way Optical Image Transmission Through Optical Fiber by Degenerate Four Wave Mixing (축퇴 4 광파 혼합에 의한 광섬유에서의 광영상 직접전송에 관한 연구)

  • 안병구;이우상;김은수;양인응
    • Journal of the Korean Institute of Telematics and Electronics
    • /
    • v.25 no.4
    • /
    • pp.460-466
    • /
    • 1988
  • In this paper, the theory and experiments on the one-way optical image transmission through optical fiber by using degenerate four wave mixing in BSO single crystal are demonstrated. From the theoretical analysis, the diffraction efficiency of phase conjugate wave in BSO single crystal is greatly dependent on applied electric field intensity, diffraction grating period formed in the crystal and incident beam ratio, those are also in good agreement with the experimental results. Based on the experimental results, we have arranged the typical degenerate four wave mixing system in the optimal conditions (applied electric field, E. = 5kV/cm` diffraction grating period, 3\ulcorner` beam ratio of backward pump wave versus signal wave, 2.7) and realized one-way optical image transmission system through optical fiber using BSO single crystal.

  • PDF

Diffraction-Induced Wave Setup inside Harbor

  • Oh, Tae-Myoung
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
    • /
    • 1998.09a
    • /
    • pp.130-133
    • /
    • 1998
  • This paper identifies diffraction-induced wave setup when waves enter into a harbor of constant depth through a breakwater gap narrower than one wave length. It is well known, for this case, that the waves in the lee of the breakwater propagate as if from a point source and the wave crest lines are approximated well by semicircular arcs. Wave height decreases in accordance with conservation of energy; thereby resulting in an appreciable setup of the surface. (omitted)

  • PDF

Application of Iterative Procedure to the wave Field with Energy Dissipation Area (에너지 감쇠역을 포함하는 파랑장에 대한 반복기법의 적용)

  • 윤종태
    • Journal of Ocean Engineering and Technology
    • /
    • v.12 no.1
    • /
    • pp.120-127
    • /
    • 1998
  • An Elliptic model for calculating the combined refraction/diffraction of monochromatic linear waves is developed, including a term which allows for the dissipation of wave energy. Conjugate gradient method is employed as a solution technique. Wave height variations are calculated for localized circular and rectangular dissipation areas. It is shown that the numerical results agree very well with analytical solution in the case of circular damping region. The localized dissipation area creates a shadow region of low wave energy and the recovery of wave height by diffraction occurs very slowly with distance behind the damping region.

  • PDF

Theory of Imaging And Diffraction (TEM 관련 이론해설 (3): 영상 형성이론과 회절이론)

  • Lee, Hwack-Joo
    • Applied Microscopy
    • /
    • v.33 no.3
    • /
    • pp.169-178
    • /
    • 2003
  • In this review, theoretical approaches of imaging and diffraction in electron microscopy are introduced which allows the diffraction patterns and images to be treated with equal facility and emphasized the relationships between them. The coherent wave optics, incoherent wave imaging theory were introduced. The idea of Abbe theory was also introduced. Varoius phase contrast theories in small angle approximation were derived including the wave theory on Multi-component system.

Numerical Analysis of Nonlinear Effect of Wave on Refraction and Diffraction (파의 굴절 및 회절에 미치는 비선형 효과에 대한 수치해석)

  • 이정규;이종인
    • Journal of Korean Society of Coastal and Ocean Engineers
    • /
    • v.2 no.1
    • /
    • pp.51-57
    • /
    • 1990
  • Based on second-order Stokes wave and parabolic approximation, a refraction-diffraction model for linear and nonlinear waves is developed. With the assumption that the water depth is slowly varying, the model equation describes the forward scattered wavefield. The parabolic approximation equations account for the combined effects of refraction and diffraction, while the influences of bottom friction, current and wind have been neglected. The model is tested against laboratory experiments for the case of submerged circular shoal, when both refraction and diffraction are equally significant. Based on Boussinesq equations, the parabolic approximation eq. is applied to the propagation of shallow water waves. In the case without currents, the forward diffraction of Cnoidal waves by a straight breakwater is studied numerically. The formation of stem waves along the breakwater and the relation between the stem waves and the incident wave characteristics are discussed. Numerical experiments are carried out using different bottom slopes and different angles of incidence.

  • PDF

A Numerical Model of Irregular Wave Diffraction around a Thin Semi-Infinite Breakwater (반무한 방파제 주위에서의 불규칙파 회절에 대한 수치모형)

  • 정신택;채장원;강관수;전인식
    • Journal of Korean Society of Coastal and Ocean Engineers
    • /
    • v.5 no.1
    • /
    • pp.45-50
    • /
    • 1993
  • The phenomenon of wave diffraction due to structure is an important factor in the wave climate at the site As an approximation, the propagation characteristics of a regular wave train are usually used. instead of those of irregular waves. However, there are great differences between the diffraction coefficients of the irregular waves and monochromatic waves, as shown by Goda (1985). The spectral calculation method. one of the methods to deal with the transformation of random sea waves essentially consists of decomposing a spectrum of the irregular sea state Into various monochromatic components, and assembling the component results by linear superposition. Monoch romatic wave transformation model developed by Chen(1987) is used to make spectral calculation. These calculations agree closely with Goda et al. (1978)'s diffraction diagram for a thin semi-infinite breakwater.

  • PDF