• 제목/요약/키워드: wave directionality

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방향 웨이브렛을 적용한 해양파 이미지 분석 (Application of Directional Wavelet to Ocean Wave Image Analysis)

  • 권순홍;이형석;박준수;하문근
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2002년도 학술대회지
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    • pp.377-380
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    • 2002
  • This paper presents the results of a study investigating methods of interpretation of wave directionality based on wavelet transforms. Two-dimensional discrete wavelet was used for the analysis. The proposed scheme utilizes a single frame of ocean waves to detect their directionality. This fact is striking considering the fact that traditional methods require long time histories of ocean wave elevation measured at various locations. The developed schemes were applied to the data generated from numerical simulations and video images to test the efficiency of the proposed scheme in detecting the directionality of ocean waves.

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사석방파제의 안정성에 미치는 방향성효과에 관한 실험적 연구 (An Experimental Study on the Stability of Rubble Mound Structures by Wave Directionality)

  • 손병규;류청로
    • 한국해안해양공학회지
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    • 제13권2호
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    • pp.139-148
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    • 2001
  • 파랑에 관계하는 현상에는 월파, 표사이동, 구조물의 진동.동요, 파괴 등 방향성의 영향을 현저하게 받아들이는 것이 많다. 이들은 비선형성이 강하기 때문에 수치계산에 의한 해석이 곤란하므로, 수리모형실험으로 외력인자를 평가, 해석정도를 높일 필요성이 증대하고 있다. 본 연구는 파랑의 다양한 입사각에 따라 사석방파제의 안정성을 논의하였으며, 파괴율은 방향성규칙파에서 $30^{\circ}$, 방향성불규칙파인 경우는 40$^{\circ}$부근에서 입사각 $0^{\circ}$일 때 보다 상대적으로 크게 변동하였다. 즉, 사석방파제의 안정성에 미치는 방향성효과에 따른 것이라고 평가할 수 있다. 이들은 1/10 최대 합성유속의 방향별 빈도분포의 피크가 $20^{\circ}$~$40^{\circ}$에서 발생하는 사실과 부합된다.

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Field Measurements of Wave Directionality in Water of Finite Depth

  • Memos, Constantine;Ziros, Athanassios
    • Ocean and Polar Research
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    • 제25권4호
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    • pp.437-446
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    • 2003
  • Field measurements of directional waves were carried out during the summer of 2002 at two coastal sites in water of finite depth. A couple of general purpose instruments were used employing acoustic Doppler technology. The aim of the study was to investigate the spatial behavior of the directional movement of waves as they come ashore. In total,74 tests were carried out during which sea states of low to moderate intensity were recorded. A great number of these runs displayed bimodal characteristics of the spreading function at high frequencies. It was found that in general, the frequency-integrated directional width tends to broaden as the water shoals and when refraction effects are negligible. This is attributed to wave-wave interactions that become pronounced in shallow water. The same directional width showed, also, a tendency to increase with increasing peak frequency of the sea state spectrum. The behavior of the kurtosis of the spreading function was also examined. It was found that for higher frequencies this index tends to increase in wave spectra above a certain sea severity threshold.

방향 스펙트럼 파 해석을 위한 GUI 프로그램 개발 (Development of GUI Program for Analyzing Directional Spectrum Waves)

  • 이진호;최재웅;강윤태;하문근
    • 대한조선학회논문집
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    • 제41권1호
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    • pp.1-7
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    • 2004
  • GUI program for analyzing directional spectrum waves is introduced in this paper Basically, MLM (Maximum Likelihood Method) was used for this program which was additionally consisted of performing spectral and time domain analysis for two dimensional irregular waves. Moreover, the directionality of directional spectrum waves generated by single summation and double summation method was investigated based on MLM. The directionality from each summation method has good agreement compared with that of target wave spreading function in the case of single wide directional spectrum waves. In addition to this, the resolution of directionality in double summation method was investigated as introducing coherence function between each wave component

Application of Wavelet Transform to Problems in Ocean Engineering

  • Kwon, Sun-Hong;Lee, Hee-Sung;Park, Jun-Soo
    • International Journal of Ocean Engineering and Technology Speciallssue:Selected Papers
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    • 제6권1호
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    • pp.1-6
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    • 2003
  • This study presents the results of series of studies, which are mainly devoted to the application of wavelet transforms to various problems in ocean engineering. Both continuous and discrete wavelet transforms were used. These studies attempted to solve detection of wave directionality, detection of wave profile, and decoupling of the rolling component from free roll decay tests. The results of these analysis, using wavelet transform, demonstrated that the wavelet transform can be a useful tool in analyzing many problems in the filed of ocean engineering.

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Application of Wavelet Transform to Problems in Ocean Engineering

  • KWON SUN-HONG;LEE HEE-SUNG;PARK JUN-SOO
    • 한국해양공학회지
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    • 제17권3호
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    • pp.1-6
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    • 2003
  • This study presents the results of series of studies, which are mainly devoted to the application of wavelet transforms to various problems in ocean engineering. Both continuous and discrete wavelet transforms were used. These studies attempted to solve detection of wave directionality, detection of wave profile, and decoupling of the rolling component from free roll decay tests. The results of these analysis, using wavelet transform, demonstrated that the wavelet transform can be a useful tool in analyzing many problems in the filed of ocean engineering.

방향성을 고려한 장기 파랑관측자료의 극치파랑조건 분석 (Analysis of Extreme Wave Conditions for Long-Term Wave Observation Data Considering Directionality)

  • 김건우
    • 해양환경안전학회지
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    • 제28권5호
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    • pp.700-711
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    • 2022
  • 본 연구에서는 칠발도, 거문도, 동해에서 20년 이상 관측된 파랑자료를 16 방위별 극치확률분석을 통해 재현빈도별 심해설계파를 산정하였고, 이 값을 방향을 고려하지 않은 전방향파의 심해설계파와 비교하였다. Weibull 분포함수를 확률분포함수로 사용하였으며, 최소자승법을 사용해서 매개변수를 결정하였다. 추정된 분포함수는 Kolmogorov-Smirnov 방법을 사용하여 적합도를 검증하였다. 그 결과 방향별로 구한 심해설계파가 전방향파의 심해설계파보다 모든 방향에서 상대적으로 작은 것으로 나타났다. 파향별로 구한 50년 빈도 설계파고는 칠발도, 거문도, 동해에서 각각 7.46 m(NNE), 12.05 m(S), 9.69 m(SSW)가 최대값이지만, 전방향파로 구한 설계파고는 각각 7.91 m, 13.82 m, 10.38 m이었다. 이는 현재 해양 및 연안 구조물 설계에 사용하고 있는 16 방위별 심해설계파고가 과소산정되었을 가능성이 있음을 보여준다.

다방향 쇄파 발생 전후의 파랑 성분간 에너지 전이 및 소산 (Energy Dissipation and Transfer among Wave Components during Directional Breaking Processes)

  • 홍기용;에스똘히오메자
    • 한국해양공학회지
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    • 제17권6호
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    • pp.1-6
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    • 2003
  • Wave energy dissipation and energy transfer between wave components, during the directional wave breakings, are investigated. Directional incipient and plunging breakers were generated by focusing the multi-frequency and multi-directional wave components at a designed location, based on a constant wave amplitude and a constant wave steepness frequency spectrum. The time series of surface wave elevation was measured at 9 different locations around the wave focusing point, using a wave gauge array. In order to examine the variation of the directional spreading function, the horizontal velocity of fluid motion was also measured. By comparing energy spectrums, before and after the breaking, the characteristics of energy dissipation and energy transfer, caused by wave breaking, are investigated. Their dependencies on directionality, as well as frequency, are analyzed. The breakings significantly dissipate wave energy, through energy transfer, in the upper region of the peak-frequency band, while enhancing wave energy in the low-frequency band.

Validity of Ocean Wave Spectrum Using Rayleigh Probability Density Function

  • Choi, Young Myung;Yang, Young Jun;Kwon, Sun Hong
    • International Journal of Ocean System Engineering
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    • 제2권4호
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    • pp.250-258
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    • 2012
  • The distribution of wave heights is assumed to be a Rayleigh distribution, based on the assumption of a narrow band and Gaussian distribution of wave elevation. The present study was started with doubts about the narrow band assumption. We selected the wave spectra widely used to simulate irregular random waves. The wave spectra used in this study included the Pierson-Moskowitz spectrum, Bretschneider-Mitsuyasu spectrum, and JONSWAP spectrum. The directionality of the waves was considered. The cosine 2-l type directional spreading function and mixed form of the half-cosine 2-s type with Mitsuyasu type directional spreading are considered here to investigate the effects of a directional spreading function on random waves. The simulated wave height distribution is compared with a Rayleigh distribution.

연속된 레이더 영상을 이용한 해수면 복원 연구 (Study on Sea Surface Reconstruction Using Sequent Radar Images)

  • 박준수
    • 한국해양공학회지
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    • 제27권6호
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    • pp.100-105
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    • 2013
  • This paper presents a sea surface reconstruction method that uses measured radar images by applying filtering techniques and identifying wave characteristics of the surrounding the Ieodo ocean research station using WaveFinder (X-band wave measurement radar), which is installed in the station. In addition, the results obtained from real radar images are used to verify the reconstructed sea surface. WaveFinder is a marine system that was developed to measure wave information in real time. The WaveFinder installed in the station could acquire sequent images for the sea surface at constant time intervals to obtain real time information (Wave height, mean wave period, wave directionality, etc.) for the wave by getting a three-dimensional spectrum by applying an FFT algorithm to the acquired sequent images and wave dispersion relation. In particular, we found the wave height using the SNR (Signal to noise ratio) of the acquired images. The wave information measured by WaveFinder could be verified by comparing and analyzing the results measured using the wave measurement instrument (Sea level monitor) in the station. Additionally, the wave field around the station could be reconstructed through the three-dimensional spectrum and the inverse FFT filtering from the analyzed results for the measured radar images. We verified the applicability of the sea surface reconstruction method by comparing the measured and simulated sea surfaces.