• 제목/요약/키워드: Wave-Induced Mixing

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Simulation of the Temperature and Salinity Along $36^{\circ}N$ in the Yellow Sea with a Wave-Current Coupled Model

  • Qiao, Fangli;Ma, Ji-An;Yang, Yong-Zeng;Yuan, Yeli
    • Journal of the korean society of oceanography
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    • 제39권1호
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    • pp.35-45
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    • 2004
  • Based on the MASNUM wave-current coupled model, the temperature and salinity structures along $36^{\circ}N$ in the Yellow Sea are simulated and compared with observations. Both the position and strength of the simulated thermocline are similar to data analysis. The wave-induced mixing is strongest in winter and plays a key role in the formation of the upper mixed layer in spring and summer. Numerical experiments suggest that in the coastal area, wave-induced mixing and tidal mixing control the vertical structure of temperature and salinity.

쌍곡선형 파랑모형을 이용한 해빈류 예측 (Prediction of Wave-Induced Current Using Time-Dependent Wave Model)

  • 김재중;이정만
    • 한국항만학회지
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    • 제12권2호
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    • pp.269-280
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    • 1998
  • A Wave-induced current model is developed in our study and this model is composed with wave transform model and current model. Two types of wave model are used in our study one is Copeland(1985) type which is applied in the offshore region and the other is Watanabe and Maruyama(1984) type which is applied in the surf zone. The depth-integrated and time-averaged governing equation of an unsteady nonlinear form is used in the wave induced current model. Lateral mixing radiation stresses surface and bottom stresses are considered in our current model. Copeland’s(1976) is used as a surface friction formula. Numerical solutions are obtained by Leendertse scheme and compared with Noda’s(1974) experimental results for the uniform slope coastal region test and Nishimura & Naruyama’s (1985) experimental results and numerical simulation results for the detached breakwater. The results from our wave model and wave model and wave-induced current model show good agreements with the others and also show nonlinear effects around the detached breakwater. The model in this study can be applied in the surf zone considering the friction stresses.

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Numerical Models of Wave-Induced Currents

  • Yoo, Dong-hoon
    • Korean Journal of Hydrosciences
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    • 제1권
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    • pp.73-97
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    • 1990
  • A literature review is made on the numerical models of wave-induced currents. The major processes of the flow system are wave breaking, bottom friction of combined wave-current flow and mixing processes primarily caused by wave breaking as well as the flow fields of waves and currents themselves. The survey is given to each item with great emphasis on numerical implication as well as physical mechanism. As noted is the importance in recent investigations, a brief treatment is also given on the currents driven by random or spectral waves.

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쌍곡선형 파랑모형을 이용한 해빈류 예측 (Prediction of Wave-Induced Current Using Time-Dependent Wave Model)

  • 이정만;김재중
    • 한국항해항만학회:학술대회논문집
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    • 한국항해항만학회 1998년도 추계학술대회논문집:21세기에 대비한 지능형 통합항만관리
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    • pp.189-199
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    • 1998
  • Wave-induced current model is developed in our study and this model is composed with wave transform model and current model. Two types of wave model are used in our study, one is Copeland(1985) type which is applied in the offshore region and the other is Watanabe and Maruyama(1984) type which is applied in the surf zone. The depth-integrated and time-averaged governing equation of an unsteady nonlinear form is used in the wave induced current model. Lateral mising, radiation stresses, surface and bottom stresses are considered in our current model. Copeland's(1985) relult is used to calculate radiation stress and Berkmeir & Darlymple's(1976) is used as a surface friction formula. Numerical solutions are obtained by Leendertse scheme and compared with Noda's(1974) experimental results for the uniform slope coastal region test and Nishimura & Maruyama's(1985) experimental relults and numerical simulation results for the detached breakwater test. The results from our wave model show good agreement with the others and also show nonlinear effects around the detached breakwater. Wave induced current model is developed in this study and this model shows nonlinear effects around the detached breakwater and can be applied in the surf zone and also consider the friction stresses.

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연안역 개발에 따른 해안과정의 변화 (The Change of Nearshore Processes due to the Development of Coastal Zone)

  • 이중우;이상진;이호;정대득
    • 한국항만학회지
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    • 제13권1호
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    • pp.155-166
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    • 1999
  • The construction of the coastal structures and reclamation work causes the circulation reduced in the semi-closed inner water area and the unbalanced sediment budget of beach results in an alteration of beach topography. Among the various fluid motions in the nearshore zone water particle motion due to wave and wave-induced currents are the most responsible for sediment movement. Therefore it is needed to predict the effect of the environmental change because of development and so the prediction of wave transformation dose. The purpose of this study is to introduce the relation between waves wave-induced currents and sediment movement. In this study we will show numerical method using energy conservation equation involving reflection diffraction and reflection and the surfzone energy dissipation term due to wave breaking is included in the basic equation. For the wave-induced current the momentum equation was combined with radiation stresses lateral mixing and friction Various information is required in the prediction of wave-induced current depending on the prediction tool. We can predict changes in wave-induced current from the distribution of wave especially near the wave breaking zone. To evaluate these quantities we have to know the local condition of waves mean sea level and so on. The results from the wave field and wave-induced current field deformation models are used as input data of the sediment transport and bottom change model. Numerical model were established by a finite difference method then were applied to the development plan of the eastern Pusan coastal zone Yeonhwa-ri and Daebyun fishing port. We represented the result with 2-D graphics and made comparison between before and after development.

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DFWM(degenerate four wave mixing)을 이용한 대향류버너 화염내의 OH 라디칼 스펙트럼 측정 (Measurement of OH radical spectrum in counterflow burner using degenerate four wave mixing)

  • 이은성;한재원
    • 한국광학회지
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    • 제7권2호
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    • pp.142-149
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    • 1996
  • 대향류버너의 화염에서 연소반응의 중간단계 생성물로 존재하는 OH라디칼의 축퇴 4광자 혼합스팩트럼을 비포화영역에서 Forward Box 형태의 위상정합조건으로 측정하였다. X$^{2}$.PI..rarw.A$^{2}$.SIGMA.$^{+}$ 천이선들 중 R$_{1}$-가지 분광선들의 세기로부터 회전에너지 준위의 밀도분포를 구하고 볼쯔만분포와 비교하여 온도를 구하였다. 흡수분광스펙트럼을 측정하여 화염내에서 레이저의 흡수효과를 보정하여 주었다. 측정된 온도의 오차는 2000K 근방에서 .+-.60K로서 CARS로 얻은 온도와 오차범위내에서 일치하였다. 화염의 여러부분에서 스펙트럼을 측정하여 온도분포와 OH농도분포를 얻었다.

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연안류에 대한 2D-H 사면구조에 기초한 수치모델링 (2-DH Quadtree based Modelling of Longshore Current)

  • 박구용
    • 한국해안해양공학회지
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    • 제13권1호
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    • pp.1-8
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    • 2001
  • 파랑으로 인해 발생되는 흐름은 연안에서 질량수송의 일련의 과정을 야기시키므로 연안유역의 관리에 파랑과 흐름의 상호작용에 대한 정확한 이해가 요구된다. 본 논문은 적응가능한 사면 구조 격자에 근간을 둔 파랑장과 흐름장을 혼합한 수치모델을 기술하였다. 사용한 모델은 쇄파, 천수, 굴절, 회절, 파랑과 흐름의 상호작용, 평균해면의 저하와 상승, 혼합 과정, 바닥 마찰 효과 그리고 해안선에 접한 운동 등을 해석할 수 있다. 주기와 수심으로 평균한 지배 방정식은 단계적으로 엇갈린 사면구조 격자에 적응 가능한 Adam-Bashforth 2차 유한 차분 기법으로 양해적으로 모델화 되었다. 본 모델로부터의 결과는 평면 해변에서 경사 입사파에 의해 발생된 연안류의 실험치와 타당한 일치를 보였다.

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연계 파랑류 수치모형 시스템의 개발 및 이안제가 설치된 해안에서의 적용 (A Development of Coupled Wave-Induced Current Modeling System and Its application to the Idealized Shoreline with Detached Breakwater)

  • 장창환;김효섭;임남재
    • 한국습지학회지
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    • 제14권4호
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    • pp.439-455
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    • 2012
  • 파랑 수치모형인 SWAN 수치모형, 파랑에 의해 발생되는 기인력 수치모형인 WIF 수치모형, 그리고 흐름장 수치모형은 EFDC 수치모형을 연동하여 최종적으로 파랑류 계산이 가능한 WIC 수치모형을 개발하였다. 개발된 WIC 수치모형을 검증하기 위하여 Goda(2000)가 적용한 수중 원형천퇴의 파랑변형 계산하여 파고, 파랑의 굴절과 회절을 비교하였으며, 파고비 결과는 약 1~5 %의 차이를 보였다. 파랑에 의한 기인력 수치모형은 기존의 Longuet-Higgins and Stewart(1960)가 제안한 잉여응력에 의해 발생하는 기인력에 Dally and Osiecki(1994)가 제안한 roller로 인한 응력에 의해 발생되는 기인력을 추가하였고, Kim(2004)이 제안한 완화기법을 도입하여 lateral mixing 처리를 수행하지 않아도 자연현상과 유사한 결과를 얻을 수 있도록 개발되었다. 개발된 파랑에 의한 기인력 수치모형은 계산시 ${\Delta}t$에 제약을 받지 않는다는 장점을 가지고 있으며, 흐름장 수치모형의 source항이 되어 파랑류의 양상을 계산할 수 있도록 하였다. 연계된 파랑류 수치모형을 검증하기 위해서 Nishimura et al.(1985)의 수리모형실험과 Kim(2004)의 수심적분된 파랑류 수치모형과 비교하였다. 이안제 배후에서 연안류의 유속분포와 이안류의 유속분포 결과가 기존의 수리모형실험과 수치모형실험의 결과와 상당히 일치함이 관측되었다.

광음향 효과를 이용한 $CO_2$ 레이저 도플러 속도 측정기 (Laser Doppler Velocimetry Using the Photoacoustic Effect of $CO_2$ Laser)

  • 최종운;유문종
    • 대한전기학회논문지:전기물성ㆍ응용부문C
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    • 제53권1호
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    • pp.36-40
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    • 2004
  • A new laser Doppler velocimeter employing a $CO_2$ laser has been developed by using its photoacoustic effect. A change in the pressure of a discharge, induced by mixing of a returned wave with an originally existing wave inside the cavity, is employed to detect the Doppler frequency shift. We found that a Doppler frequency shift as much as 34 KHz was detected, and also a good linear relationship between the velocity and the Doppler frequency shift was obtained.

A Novel Method of All-Optical Switching: Quantum Router

  • Ham, Byoung-Seung
    • ETRI Journal
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    • 제23권3호
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    • pp.106-110
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    • 2001
  • Subpicosecond all-optical switching method based on the simultaneous two-photon coherence exchange is proposed and numerically demonstrated. The optical switching mechanism is based on the optical field induced dark resonance swapping via nondegenerate four-wave mixing processes. For potential applications of ultrafast all-optical switching in fiber-optic communications, 10-THz channel number independent quantum router is discussed.

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