• Proceedings of the Acoustical Society of Korea Conference
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• autumn
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• pp.209-212
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• 2001

수중에서 물과 공기 다공을 갖는 다공성 매질의 주파수 및 다공율 변화에 따른 음향특성을 고찰하였다. 다공성 매질로서 원통형 다공을 인위적으로 균일하게 배열한 판형 루사이트 (Lucite)를 사용하였다. 수중에서 음파를 다공성 매질의 원통형 다공의 축 방향과 평행하게 입사하였을 때, 빠른 파 (fast wave)는 다공 내의 매질에 영향을 받지 않으나, 느린 파 (slow wave) 및 원통형 다공을 전파하는 비평면 고차 정상 모드 파 (nonplanar higher normal mode wave)는 다공 내의 매질에 크게 영향을 받는다. 3MHz부터 4MHz까지의 주파수 영역에서 전체 파 (total wave), 빠른 파 및 느린 파의 음속 및 음압투과계수를 주파수 및 물과 공기 다공율 변화에 따라 측정하였다. 비강체 다공성 매질에서의 음파 전파특성에 대한 MBA (modified Biot-Attenborough) 모델의 이론 결과와 실험결과를 비교, 분석하였다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.17 no.3
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• pp.202-212
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• 2005

In the design of an of offshore structure located near an underwater shoal, the same amount of attention given to the wave height may have to be put to the wave induced current as well since some of the wave energy translates to the current. In the present study, two numerical models each based on the nonlinear Boussinesq equation and the linear mild slope equation are applied to calculate the wave deformation and secondly induced current around a shoal. The underwater shoal in Vincent and briggs' experiment (1989) is used here, and all non-breaking wave conditions of the experiment with various monochromatic and unidirectional or multidirectional spectral wave incidences are concerned. Both numerical models clearly showed wave induced currents symmetrically farmed along the centerline over the shoal. The calculated wave heights along a preset line also generally showed very nice agreements with the experimental values.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 1994.10a
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• pp.191-200
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• 1994

사각형 유체저장탱크의 바닥에 놓여져 있는 사각형 블럭의 크기 및 위치가 자유수면의 유동진동수와 모드형상에 미치는 영향에 대하여 선형파이론을 적용하여 검토하였다. 유체의 영역을 3부분으로 나누고 각 영역에서의 속도포텐셜을 입사파와 블럭으로 인해 발생되는 반사파 및 전달파의 항으로써 표현하였다. 그리고 블럭에 의한 파의 반사율과 전달율은 유체영역의 경계에서 속도포텐셜과 유체입자의 속도가 연속인 조건을 사용하여 구하였다. 연구결과 블럭의 높이와 폭은 자유수면의 고유진동수에 크게 영향을 미치며 높이와 위치는 모드형상에 주로 영향을 준다. 블럭이 높고 폭이 넓을수록 고유 진동수는 감소하며 블럭이 높고 탱크의 벽면으로 이동할수록 모드형상은 크게 변한다.

• Proceedings of the IEEK Conference
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• 2001.09a
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• pp.521-524
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• 2001

신호 대 잡음비가 매우 낮은 수중 음원을 탐지하기 위해서는 많은 센서를 갖는 견인 배열 시스템을 운용하여야 한다. 그러나 이러한 경우 수백 미터에 이르는 배열을 견인함이 끌고 다닐 때 파도와 같은 해수면의 움직임과 견인선의 기동 형태에 따라 원하는 배열 형태를 항상 유지할 수 없다. 그러므로 본 논문에서는 실제 수 중 환경에서 견인되는 배열의 왜곡된 형태를 시간적으로 뿐만 아니라 공간적으로 통합된 센서의 움직임 근거로 한 상관 형태를 잘 표현한 ""Paidoussis"" 방정식을적용하여 이 방정식의 간단화된 형태인 수차 모형(Water pulley)배열을 협대역 목표물 탐지에 이용하였다. [1][2][8] 수차 모형 구조의 배열을 이용하여 사상 기법을 적용하면 수차 모형의 왜곡 특성으로 인해 센서간 간격이 비균일성을 가지는 가상의 선형 배열이 형성되어 진다. 본 논문에서는 사상 기법에 의해 생성된 가상의 선형 배열을 토대로 합성 어패처 방식의 일종인 FFTSA(Fast Fourier Transform Synthetic Aperture) 기법을 이용하여 센서 배열의 입사각 추정 성능에 중대한 영향을 부여하는 코히어런스 주기에 따른 추정 성능의 변화 및 견인함의 이동 경로 변화에 따른 변동 경로 주기에 따른 성능 변화를 분석하였다.

• Water for future
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• v.20 no.4
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• pp.249-256
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• 1987

Wave forces on fixed two-dimensional objects submerged in water of finite depth were analysed by Boundary Element Method using linear elements.It is assumed that the wave forces may be described by linear theory and that incident wave direction is normal to the objects of infinite length. In this paper, wave forces on a bottom-seated half cross section pipeline, a circular pipeline, a submerged pipeline and submerged breakwater of arbitrary shape were studied. The accuracy of the computational scheme is investigated by comparing the numerical results with the existing laboratory results and analytical solutions of other researchers.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.1 no.1
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• pp.65-70
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• 1997

An active sonar is used to the navigation system or military purposes. In the active sonar one of the problems is a reverberation. The reflected signals from surface, bottom, and volume are received at receiver. This reverberation is an interference in the active sonar, and for the enhanced performance must be rejected. In this paper I study the method to reject the reverberation. The proposed method use the orthogonal property between the signal subspace and noise subspace in the eigen subspace. In the proposed method the noise subspace is calculated. I have performed the computer simulations to prove the performance of the proposed method.

• Journal of Sensor Science and Technology
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• v.7 no.1
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• pp.9-16
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• 1998

This paper describes how the directivity pattern of the scattered sound pressure is distributed when a plane acoustic wave is incident on a rigid or soft spherical shell underwater. A coupled Finite Element-Boundary Element method is developed as a numerical technique. The result of the coupled FE-BE method is agreed with theoretical solution for algorithmic confirmation.

• The Journal of the Acoustical Society of Korea
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• v.34 no.5
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• pp.335-342
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• 2015

Phononic crystals are composite materials consisting of a periodic arrangement of scattering inclusions in a host material. One of the most important properties of phononic crystals is the existence of band gaps, i.e., ranges of frequencies at which acoustic waves cannot propagate through the structure. The present study aims to investigate theoretically and experimentally the acoustic band structures in two-dimensional (2D) phononic crystals consisting of periodic square arrays of stainless steel solid cylinders with a diameter of 1 mm and a lattice constant of 1.5 mm in water. The theoretical dispersion relation that depicts the relationship between the frequency and the wave vector was calculated along the ${\Gamma}X$ direction of the first Brillouin zone using the finite element method to predict the band structures in the 2D phononic crystals. The transmission and the reflection coefficients were measured in the 2D phononic crystals with 1, 3, 5, 7, and 9 layers of stainless steel cylinders stacked in the perpendicular direction to propagation at normal incidence. The theoretical dispersion relation exhibited five band gaps at frequencies below 2 MHz, the first gap appearing around a frequency of 0.5 MHz. The location and the width of the band gaps experimentally observed in the transmission and the reflection coefficients appeared to coincide well with those determined from the theoretical dispersion relation.

• The Journal of the Acoustical Society of Korea
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• v.33 no.3
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• pp.174-183
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• 2014

When a active sonar signal is transmitted and returned back from a target, it has been distorted by various properties of acoustic channel such as multipath arrivals. And signals have been appeared to be different form by target position and attitude. Therefore, we simulated the target echo signal using 3 dimensional target model include reflects target features. In this paper, we develop components form of a simulated target model is made up equally spaced highlight points, and each part of the target consists of shape function. We can simulate a target echo signal and Target strength (TS) according to wave incident angle. To verify, we made small scale target in kit form and we had got underwater target signal for comparing simulation result in water tank.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.8 no.2
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• pp.146-150
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• 1996

The waves are most important dynamical factors for the analyses of structural stability and topographical changes on coastal engineering field. However, wind-generated waves are very irregular in shape and transformed through refraction, diffraction and shoaling when they propagate into shallow water where bottom topography and water depth vary significantly. Recently, Vincent and Briggs (1989) reported hydraulic model experiments for the transformation of monochromatic and directionally-spread irregular waves passing over a submerged elliptical mound. They concluded that for the case of combined refraction-diffraction of waves by a shoal, the propagation characteristics of the irregular and equivalent regular wave conditions can be vastly different. On the irregular wave transformation have been made theoretical and numerical studies for several years. Although theoretical and laboratory studies on wave transformation have progressed considerably, field measurement and comparison of numerical results with related theories are still necessary for the prediction of the phenomena in reality. In this study, field measurement of both incident and transformed waves in Youngil Bay were made using various kinds of equipments, and numerical computations were made on the transformed frequency spectra of large waves propagating over the shoal using Chae and Jeong's (1992) elliptic model. It is shown that this model results agree very well with field data, and thus the applicability of the model is now validated.