• Title/Summary/Keyword: 한국심해연구

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Application of ray-based blind deconvolution to long-range acoustic communication in deep water (음선 기반 블라인드 디컨볼루션의 장거리 심해 환경으로의 적용)

  • Kim, Donghyeon;Park, Heejin;Kim, J.S.;Hahn, Joo Young
    • The Journal of the Acoustical Society of Korea
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    • v.41 no.2
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    • pp.242-253
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    • 2022
  • When the source waveform is unknown, the Green's function can be estimated by Ray-based Blind Deconvolution (RBD) based on the simple array signal processing. In previous papers, RBD was successfully demonstrated using simulation and experiments in shallow water environment. In this paper, we investigate the applicability of RBD for a long-range communication (e.g., 30 km, 60 km, and 90 km) in a deep water environment (1,000 m ~), using experimental data conducted in the east of Pohang, South Korea, in October 2018. Data results are presented to demonstrate Green's function estimation of a communication signal (2.2 kHz ~ 2.9 kHz) using a 16-element, 42-m long vertical array. The results show that the Green's function estimated from RBD is comparable to that of matched filter result. Additional communication performance at a maximum range of 90 km will be also presented.

Comparison of the Shallow-Water Design Wave Height on the Korean East Coast Based on Wave Observation Data and Numerical Simulation (장기파랑관측자료와 수치실험에 의한 동해안 천해설계파고 검토)

  • Jeong, Weon-Mu;Choi, Hyukjin;Cho, Hong-Yeon;Oh, Sang-Ho
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.28 no.5
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    • pp.292-302
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    • 2016
  • In this study, shallow-water design waves are estimated for various return periods based on statistical analysis of extreme waves observed 13 years at four stations on the Korean east coast (Sokcho, Mukho, Hupo, Jinha). These values are compared with the results from SWAN simulation by using the deep water design waves conventionally used in Korea (KORDI, 2005). It was found that the simulated values of the shallow-water design waves are comparatively smaller than the values from the extreme value analysis, expecially below 30 years frequency, which implies possible under-estimation of the deep-water design waves on the Korean east coast.

Investigation of the Design Wave Forces for Ear-Do Ocean Research Station I: Three Dimensional Hydraulic Model Tests (이어도 종합해양과학기지에 대한 설계파력의 검토 I: 삼차원 수리모형실험)

  • 전인식;심재설;최성진
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.12 no.4
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    • pp.157-167
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    • 2000
  • Korea Ocean Research and Development Institute performed the basic design of the Ear-Do Ocean Research Station in 1998. The design wave was taken to be the deep water wave which was obtained through wave hindcasting procedure. Wave forces acting on the structure were calculated by Morison formula utilizing the stream function theory of 5th. order. In the present study, a three dimensional hydraulic model testing was undertaken to investigate the validity of the basic design, measuring wave propagation over the Ear-Do, horizontal wave forces and air gaps. The measured forces were all compared by the corresponding values calculated by SACS program based on th design on the design wave. The results showed that in the three deep water wave directions (SSW, S, SE) the measured wave farces appeared less than the SACS calculated. But in the NNW wave direction, the measured forces generally exceeded the calculated values and showed a peculiar pattern very similar to the case that waves are superimposed by an unidirectional current. It was also found that the measured air gap underneath the structure appeared less than the values taken in the basic design for all wave directions.

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Analysis of Numerical Experiment for Field Application of Cylindrical Slit Type Block Breakwater (실린더 슬릿형 소파블록 방파제의 실해역 적용을 위한 수치실험분석)

  • Park, Sang-Gil;Lee, Joong-Woo;Kim, Sug-Moon;Kim, Kang-Min;Nam, Ki-Dae
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2009.06a
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    • pp.158-160
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    • 2009
  • 선행되었던 연구인 실린더 슬릿형 소파블록 방파제에 대하여 실해역에서의 적용성을 평가하기 위하여 수치모델 해석을 통해 항내정온도를 분석하였다. 남해의 소규모 어항에 대해 파랑작용 평형방정식을 이용하는 SWAN 모델을 구성하고 수리모형실험에서 분석된 실린더형 슬릿 방파제의 투과율과 반사율을 도입하여 항내의 정온도의 변화를 불투과성 방파제와 비교하여 다루고 해수교환을 통한 해역수질환경의 개선 가능성을 예측해보았다. 수치실험은 한국해양연구원의 전해역 심해설계파 추정 보고서 II(2005)중의 심해설계파 제원을 사용하였으며, 대상해역의 1970년$\sim$2006년(37년간) 관측된 연최대 풍속자료를 이용하여 산정된 50년빈도 설계풍을 모델에 반영하였다. 대상 어항에서 서방파제에 주로 영향을 미치는 NNE계열의 파랑의 내습에 대한 분석을 수행하였으며, 그 결과 투과성구조물의 특성이 수치모형에서도 잘 재현하고 있음을 파악하였다.

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Analysis on Recent Research Trend in Korean Social Enterprise Studies (한국의 사회적 기업 최근 연구 동향에 대한 분석)

  • Choi, gwang-ung;Sim, hye-young;Youn, ho-chang
    • Proceedings of the Korea Contents Association Conference
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    • 2012.05a
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    • pp.159-160
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    • 2012
  • 본 연구에서는 최근 관심이 높아지고 있는 사회적 기업에 대한 연구동향을 살펴보고, 향후 연구를 위한 시사점을 제시하고자 한다. 이를 위해 2001년부터 2012년까지 사회적 기업, 사회적 기업가에 대한 주제로 발표된 국내 학위논문 및 학술논문을 분석하고, 시사점을 제시하고자 한다. 현재 학계에서 이뤄지는 주요 연구 분야에 대해 확인하고, 보완해야 할 점을 제시한다.

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Coherent Structures beneath Wind-Generated Deepwater Waves (심해 풍파 아래에서의 응집 구조)

  • Oh, Sang-Ho;Suh, Kyung-Duck;Mizutani, Natsuki
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.19 no.1
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    • pp.16-28
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    • 2007
  • The results of experimental investigation of coherent structures beneath wind-generated waves in deep water are presented. Vorticity fields of deepwater wind waves were visualized by analyzing the velocity fields obtained by PIV measurements under different wind and fetch conditions. In addition, spatio-temporal evolution of the coherent structures and subsequent changes in vertical profiles of the instantaneous vorticity were qualitatively examined. It was found that a coherent structure is formed right underneath the wave crest and traveled in phase with the surface wave. The direction of rotation of the coherent structure was contrary to the wave orbital motion when wind speed is less than 10 m/s, while was same as the wave orbital motion when wind speed is approximately 13 m/s and wave breaking occurs at the wave crest. In the near-surface region, complex vortex-vortex interactions were observed according to the traveling of the coherent structure. In contrast, coherent structures far below the water surface changed little due to weak influence of orbital motion by the surface waves.

Verification of the feasibility of higher-order modulation for long-range communication in deep water (심해 장거리 통신에서의 고차 변조 기법의 활용 가능성 검증)

  • Kim, Donghyeon;Kim, J.S.;Hahn, Joo Young
    • The Journal of the Acoustical Society of Korea
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    • v.40 no.5
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    • pp.428-438
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    • 2021
  • For long-range communication in deep water, low carrier frequency is efficient due to a decrease in transmission loss. However, there is a limitation in that the data rate decreases due to a narrow bandwith. In order to increase the data rate in an environment with a limited bandwidth, it is necessary to design a higher-order modulation scheme. This paper analyzes the long-range communication data modulated by higher-order modulation schemes. The long-range communication experiment (23 km ~) was conducted in East Sea in October 2020. During the experiment, a vertical line array was utilized and communication sequences were modulated by Phase Shift Keying (PSK) and Quadrature Amplitude Modulation (QAM) schemes and transmitted by a towed source. In more detail, PSK modulation consists of quadrature PSK and 8PSK, QAM modulation consists of 8QAM and 16QAM. Time reversal processing is applied to mitigate inter-symbol interference by utilizing the correlation between received signals and channel impulse responses. All modulation schemes show successful results at 23 km range, demonstrating the feasibility of higher-order modulation in long-range communication.

Dynamic Analysis of Guyline in the Offshore Guyed Towers Considering Sea Bed Contact Conditions (심해용 Guyed Tower 계류선의 해저면과의 접촉조건을 고려한 동적 해석)

  • 이명우;박우선;박영석
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.3 no.4
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    • pp.244-254
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    • 1991
  • The numerical analysis on tile behaviour of mooring system in the offshore guyed tower is presented. The governing equilibrium equations are derived by the principle of virtual work. The drag and inertia effects of fluid are included in a Morrison type equation. The finite element method is used in the computation. Geometric nonlinearities for the analysis of the mooring line are considered in which both modified Newton-Raphson method and Newmark-$\beta$ method are employed. Numerical experiments show the validity and the capability of the developed mathematical formulation.

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천수역에서의 교차파의 비선형거동에 관한 연구

  • 강윤구;암전호일랑;류청로
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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    • 1995.10a
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    • pp.91-94
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    • 1995
  • 비선형인 다방향파의 기본특성을 구명하는 기초적 인 연구단계로서, 2방향파 또는 3방향파 등의 유한진폭의 기본구성파 사이의 비선형간섭에 관한 연구가 50년 이전부터 진행되어왔다. 이러한 비선형간섭에 관한 연구는, 처음에 심해역을 중심으로 행해졌으며(Phillips, 1960; Longuet-Higgins, 1962; Su, 1982). 천해역을 대상으로 한 연구는, 경사입사파와 반사파 간의 비선형간섭(Hsu et al., 1979) 그리고 동일지상와 파고의 2방향파간의 비선형간섭(She.1991;Moriya &Mizuguchi,1994) 등이 있다. (중략)

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Parameter Estimation and Analysis of Deepwater Design Wave in Marginal Seas around Korea (한국 연안 심해 설계파의 매개변수 추정 및 분석)

  • Kim, Jeong-Dae;Jeong, Shin-Taek;Cho, Hong-Yeon;Oh, Nam-Sun
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.19 no.4
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    • pp.313-319
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    • 2007
  • Long term wave climate of both extreme and operational wave height is essential for planning and designing coastal structures. Since the availability of the field wave data for the waters around Korean peninsula is limited to provide a reliable wave statistics, the wave climate information has been generated by means of long-term wave hindcasting using available meteorological data. In this paper, a set of deep water wave data obtained from KORDI(2003) were analyzed for extreme wave heights. These wave data at 67 stations off the Korean coast from 1979 to 1998 were arranged in the 16 directions. The probability distributions considered in this research were the FT-I and Weibull distribution. For each of these distributions, the method proposed by Goda(2004) was applied to estimate the parameters. For judgment of best fitting, MIR criterion proposed by Goda and Gobune(1990) was used. FT-I distribution which best fits to the 886 data, while Weibull(k=0.75) 81 data, Weibull(k=1.00) 105 data.