• 제목/요약/키워드: Reflection coefficients

검색결과 359건 처리시간 0.026초

A method for computing a coupling coefficients between a microstripline and a dielectric resonator (유전체 공진기와 마이크로스트립선로의 결합시 결합계수 산출방법)

  • 강중순
    • The Journal of Korean Institute of Communications and Information Sciences
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    • 제16권10호
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    • pp.1019-1025
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    • 1991
  • An analytic method of computation of the coupling coefficients between a microstripline and a die-lectric resonator is showen in this paper. The relationships among the substrate material, the ground plane, the diele-lents. The theoretically computed values of Qext are compared with the experimentally measured values of Qext in there is no dieletric spacer between them, As a result, the reflection coefficients with the dielectric spacer between the dieletric resonator and the substrate are decreased more than the reflection coefficients without the didlectric spacer between them.

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Calculation of Differential Reflection Coefficient for Isolated Microscopic Well Structure

  • Lee, Jong-Tai
    • ETRI Journal
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    • 제21권3호
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    • pp.41-48
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    • 1999
  • We have calculated differential reflection coefficient for isolated well structure of micro-scale, etched on dielectric surface. The differential reflection coefficient is computed using Green's second integral theorem. The purpose of our computation is to find a class of well profiles which give maximal diffusive scattering. To have such a maximal effect, we have concluded that the waist radius of Gaussian beam and its wavelength should be comparable to the well width and that well depth has to be larger than a wavelength. Exact calculation of differential reflection coefficients of dielectric surface with isolated structure on it may be used for the examination of dielectric surfaces and also in making simple but efficient diffuser.

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Analysis of Bragg Reflection using Two-Dimensional Boundary Element Method (2차원 경계요소법을 이용한 Bragg반사 해석)

  • Kim, Yeong-Taek;Jo, Yong-Sik;Lee, Jeong-Gyu
    • Journal of Korea Water Resources Association
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    • 제33권6호
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    • pp.805-814
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    • 2000
  • A numerical model based on the boundary element method is employed to describe diffraction of monochromatic water waves due to varying topographies. The model is firstly verified by comparing obtained reflection and transmission coefficients of waves over a trench to those of the eigenfunction expansion method. The model is then used to investigate the Bragg reflection of waves over sinusoidally varying topographies. Calculated reflection coefficients are compared to available laboratory measurements and semi-theoretical results. A reasonably good agreement is observed.served.

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Analysis of Bragg Reflection of Waves due to Rectangular Impermeable Submerged Breakwaters with Two-Dimensional Finite Element Method (2차원 유한요소법을 이용한 불투과성 사각형 수중방파제의 Bragg 반사 해석)

  • Cho, Yong-Sik;Jeong, Woo-Chang
    • Journal of Korea Water Resources Association
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    • 제36권3호
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    • pp.447-454
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    • 2003
  • The Bragg reflection of monochromatic waves propagating over a rectangular-typed impermeable submerged breakwaters is numerically investigated by using the finite element method. The reflection coefficients calculated from the present model are compared with those of laboratory measurements and the eigenfunction expansion method. A good agreement is observed. The finite element model is also applied to calculate reflection coefficients according to variations of length and width of submerged breakwater.

Hydraulic Experiments on Reflection Coefficients for Perforated Wall Caisson with Rock Fill (유수실을 사석으로 채운 유공 케이슨에 대한 반사계수 실험)

  • Kim, Young-Taek;Lee, Jong-In
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • 제31권6호
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    • pp.403-408
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    • 2019
  • In general, the caisson having the perforated wall is used to for the purpose of reducing the wave reflection and wave overtopping. In this study, the hydraulic characteristics (reflection coefficient) of the perforated wall caisson chamber filled with aggregates (rocks) were investigated with hydraulic model tests. When the perforated wall chambers were filled with aggregates, the reflection coefficients would increase. However, it was confirmed that the rock filling method into the perforated wall chamber could secure the stability of the structures and satisfy the hydraulic characteristics at a certain level.

Analysis of Reflection Coefficients of Waves Propagating over Various Depression of Topography (다양한 함몰지형 위를 통과하는 파랑의 반사율 해석)

  • Kang, Gyu-Young;Jung, Tae-Hwa;Cho, Yong-Sik
    • Journal of Korea Water Resources Association
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    • 제40권11호
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    • pp.899-908
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    • 2007
  • In this study, wave reflection due to depression of seabed is calculated by using eigenfunction expansion method. The proper numbers of steps and evanescent modes needed for analysis are suggested by applying the eigenfunction expansion method to bottom topography of which slope or curvature varies. While satisfying shallow or intermediate water depth condition, the optimal figure of depression of seabed is obtained by calculating reflection coefficient for various depressions of seabed. The reflection coefficient with distance between the depression of seabeds is then calculated after arraying the optimal geometry in two and three rows.

Reflection of electro-magneto-thermoelastic plane waves in a rotating medium in context of three theories with two-temperature

  • Abo-Dahab, S.M.;Othman, Mohamed I.A.;Alsebaey, Ohoud N.S.
    • Structural Engineering and Mechanics
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    • 제78권1호
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    • pp.23-30
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    • 2021
  • In this paper, we established the generalized thermoelasticity phenomenon in an isotropic elastic medium considering the electromagnetic field, rotation and two-temperature. Three theories of generalized thermoelasticity have been applied: Lord-Shulman (one relaxation time), Green-Lindsay (two relaxation times), as well as the coupled theory. We discussed some particular cases in the context of the wave propagation phenomenon in thermoelasticity. From solving the fundamental equations, we arrived that there are three waves: P-, T- and SV-waves that we calculated their velocities. The boundary conditions for mechanical stress and Maxwell's stress and thermal insulated or isothermal have been applied to determine the amplitudes ratios (reflection coefficients) for P-, T - and SV waves. Some utilitarian aspects are obtained from the reflection coefficients, presented graphically, and the new conclusions have been presented. Comparisons are made for the results predicted by different theories (CT, LS, GL) in the absence and presence of the electro-magnetic field, rotation, as well as two-temperature on the reflection of generalized thermoelastic waves. The results obtained concluded that the external parameters as the angle of incidence, electromagnetic field, rotation as well as the theories parameters have strong effect on the phenomenon.

NUMERICAL ANALYSIS OF WAVE CHARACTERISTICS AROUND PERMEABLE SUBMERGED BREAKWATER ON THE POROUS SEABED (침투 해저면 위의 투과잠제주변 파랑특성의 수치해석)

  • Kim, N.H.;Woo, S.M.
    • Journal of computational fluids engineering
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    • 제19권3호
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    • pp.8-13
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    • 2014
  • In this study, wave characteristics coming with oblique incident angle to permeable trapezoidal submerged breakwater on the porous seabed are calculated by using boundary element method. This numerical analysis, based on the wave pressure function, is analyzing the continuity in the analytical region including fluid and structure. From the comparison of the reflection coefficients and damping coefficient, the results of this study are in good agreement with the existing results. The peak values of reflection coefficient obtained by permeable trapezoidal submerged breakwater on the porous seabed are smaller than those of permeable trapezoidal submerged breakwater on the non-porous seabed. The velocity vector in front of permeable trapezoidal submerged breakwater on the porous seabed is smaller than that in front of permeable trapezoidal submerged breakwater on the non-porous seabed with out the energy loss.

On an Analysis of Reflection and Transmission Coefficients by a Vertical Slit Plate (직립 슬릿판에 의한 반사율과 투과율 해석)

  • 조일형;김남형
    • Journal of Ocean Engineering and Technology
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    • 제16권3호
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    • pp.1-7
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    • 2002
  • In this paper, a numerical model to analyze the performance of a vertical slit-type wave absorber is developed under the assumption of inviscid water waves. The formulation combines the linear potential theory with a semi-empirical description of the eddy-shedding at a slit-type wave absorber. We investigated the reflection coefficients over a wide frequency range for a vertical slit-type wave absorber both with and without a solid rear wall. Model test was conducted at KRISO' s two dimensional wave tank to validate the theoretical results. It is found that the agreement between theoretical results and experimental data is surprisingly good. We found that the wave absorbing system using a vertical slit plate has sufficient potentials for breakwaters for ocean development.

Effects of Fluid Resistance Coefficient on Wave Characteristics around Permeable Submerged Breakwater

  • Kim, Namhyeong;Woo, Sumin;Ko, Yongsu
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 한국항해항만학회 2014년도 춘계학술대회
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    • pp.244-245
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    • 2014
  • Recently, the studies on submerged breakwater are increased due to needs considering the quality of water and the scenic view. In this paper, waves coming to permeable submerged breakwater coming with oblique angle are computed numerically by using wave pressure function. The wave pressure function throughout the analytical region including the fluid and submerged breakwaters is used. An unknown quantity expressed by the wave pressure function is simulated by boundary element method. The maximum reflection coefficient shows the tendency of decrease with the increase of oblique angle and The reflection coefficient shows the tendency of increase with the increase of the values of the linear dissipation coefficient and the added mass coefficient. It is means that the reflection coefficients are strongly dependent on the oblique angle and resistance coefficients.

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