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천제호(JE-HO CHUN),김재중(JAE-JOONG KIM),윤항묵(HANG-MOOK YOON) 한국해양공학회 2004 韓國海洋工學會誌 Vol.18 No.2
In this study, the Mild slope equation is extended to both rapidly varying topography and nonlinear waves, using the Hamiltonian principle. It is shown that this equation is equivalent to the modified mild-slope equation (Kirby and Misra, 1998) for small amplitude wave, and it is the same form with the nonlinear mild-slope equation (Isobe, 1994) for slowly varying bottom topography. Comparing its numerical solutions with the results of some hydraulic experiments, there is good agreement between them.
완경사 방정식에서의 간편화된 파의 부분 반사 및 투과 처리기법
천제호(Chun, Je-Ho),안경모(Ahn, Kyung-Mo) 한국해안해양공학회 2006 한국해안해양공학회 논문집 Vol.18 No.1
본 논문에서는 완경사 방정식에 새로운 항을 추가하여 파의 부분 반사 및 투과 현상을 수치모의하는 방법을 제시하였다. 반투과성 방파제와 같은 해안구조물 주변의 파랑장을 계산하고자 할 때, 반사율과 투과율 정보가 수리도형실험에 의해 주어지면 간편하게 적용할 수 있는 효율적인 수치모의 방법이다. 제시된 방법의 정확성을 검증하기 위해 2차원 투과성 방파제에서의 부분 투과 및 부분 반사 조건을 만족시키는지 여부를 수치모형 실험을 통해 확인하였다. 또한 본 기법을 3차원 반무한 방파제 와 투과성 이안제에 적용시켜, 방파제에 직각 또는 경사를 갖고 진입하는 파랑에 대해 수치모의하였다. 3차원 수조의 반무한 방파제에 직각 또는 경사지게 진입하는 파랑에 의한 방파제 주위의 부분반사, 부분투과 및 회절된 파랑장의 수치모의 결과를 각각 Yu(1995)와 McIver(1999)의 해석해와 비교하여 정확성을 검증하였다. 본 기법은 사용하기 쉬우면서도 정확하고 효과적으로 투과성 방파제 주위의 파랑장을 계산할 수 있다. This paper presents a simplified numerical method that can be used to incorporate the partial reflection and transmission of water waves in the hyperbolic mild-slope equation. For given reflection and transmission coefficients, wave fields around a porous breakwater including reflection, transmission, and diffraction can be simulated accurately. For the verification of the proposed method, numerical experiments have been carried out and compared with analytic solutions given by Yu(1995) and McIver(1999). The proposed method is easy to implement and is computationally efficient. It is demonstrated that the method performs well with a sloping bottom bathymetry and varying incident wave angles
천제호(Chun, Je-Ho),안경모(Ahn, Kyung-Mo),윤종태(Yoon, Jong-Tae) 한국해안해양공학회 2006 한국해안해양공학회 논문집 Vol.18 No.4
양해법의 하나인 풍상차분을 사용하는 WAM 모형의 수치기법을 분할차분법을 이용한 음해법으로 바꾸고 수치분산을 줄이기 위해 FCT 기법을 적용하였다. 새로운 수치기법의 특성을 확인하기 위해 구형파 전파실험과 태풍 매미로 인한 파랑모의를 수행하였다. 기존의 WAM 모형에 비해 현저히 수치분산을 줄일 수 있었고, 음해법의 이용으로 비교적 큰 시간 격자 간격에서도 안정적으로 계산이 수행되어, 보다 경제적인 수치모의가 가능함을 확인하였다. Implicit numerical scheme using fractional step method and FCT is used to improve the computational efficiency of WAM. Square wave test and simulation of typhoon generated waves are conducted to verify the numerical scheme. The applied scheme shows much less numerical diffusion and due to the implicit character of the scheme much larger time steps can be used without numerical instability. For typhoon MAEMI, comparison between the numerical results and the measured data shows good agreement.
천해에 적용가능한 태풍 해일-조석-파랑 수치모델 개발 1. 해수유동 모델의 정확성 검토
천제호(Chun, Je-Ho),안경모(Ahn, Kyung-Mo),윤종태(Yoon, Jong-Tae) 한국해안해양공학회 2009 한국해안해양공학회 논문집 Vol.21 No.1
본 논문에서는 천해에 적용 가능한 동적결합형 태풍 해일-조석-파랑 수치모델의 개발과 개발된 모델의 정확성을 검증하였다. 태풍 해일과 조석 수치모델은 POM (Princeton Ocean Model)을 기반으로 하였으며, 풍파 파랑 수치모델은 WAM (Wave Model)을 기반으로 천해에 적용할 수 있도록 수정하여 두 모델을 동적으로 결합하였다. 연속된 두 개의 논문 중에 첫 번째 논문인 본 논문에서는 해일과 조석을 수치 모의하는 해수유동 부분의 수치모의의 안정성과 정확성을 검증하였다. 수치모의의 안정성과 정확성 향상을 위하여 기존의 POM 모델의 난류 수치모델 부분과 연직속도 계산 알고리즘을 수정 보완하였다. 수정된 POM 모델의 정확성과 수치적 안정성 검증을 위하여 해석해와 실 해역에서 측정된 관측결과와 비교하였으며, 수정된 POM 모델이 기존의 POM 모델보다 수치계산의 안정성과 정확성이 개선되었음을 확인할 수 있었다. This paper presents the development of dynamically combined Typhoon generated surge-tide-wave numerical model which is applicable to shallow water. The newly developed model is based on both POM (Princeton Ocean Model) for the surge and tide and WAM (WAve Model) for wind-generated waves, but is modified to be applicable to shallow water. In this paper which is the first paper of the two in a sequence, we verified the accuracy and numerical stability of the hydrodynamic part of the model which is responsible for the simulation of Typhoon generated surge and tide. In order to improve the accuracy and numerical stability of the combined model, we modified algorithms responsible for turbulent modeling as well as vertical velocity computation routine of POM. Verification of the model performance had been conducted by comparing numerical simulation results with analytic solutions as well as data obtained from field measurement. The modified POM is shown to be more accurate and numerically stable compare to the existing POM.
천제호(Chun Je-Ho),김재중(Kim Jae-Joong) 동아대학교 해양자원연구소 2003 동아대학교 해양자원연구소 연구논문집 Vol.15 No.-
In this study, Mild slope equation, which has a good ability to calculate the wave transformation is extended to the rapidly varying topography and nonlinear water waves using Hamilton"s principle. And these extended equations are solved numerically using the finite-difference method. It is verified, compared to the result of hydraulic experiment. A good agreement between the numerical results and the hydraulic experiments is shown.
천제덕(Jae-Deok Cheon),조은아(Eun-Ah Cho),박현배(Hyun-Bae Park),최유진(Yu-Jin Choi),김한주(Han-Ju Kim),이정수(Jung-Soo Lee),배은정(Eun-Jeong Bae) 대한치과재료학회 2018 대한치과재료학회지 Vol.45 No.3
This study was conducted to analyze the effects of beverages on tooth corrosion by selecting drinks that are enjoyed by modern people. Drinks were selected for carbonated beverages (Coca Cola), energy drinks (Red Bull), orange juice, beer (Hite) and water (Evian). Bovine tooth was immersed for 1 hour, 24 hours and 48 hours. The root mean square (RMS) values were obtained by scanning the bovine tooth at pre-immersion and immersion time after impression making. Two-way ANOVA, one-way ANOVA, and Tukey-test were used to compare differences between groups (α=0.05). The RMS value tended to increase with longer immersion times in all beverages, and there was a significant difference (p<0.05) between before immersion-1hr and before immersion-48 hr. The mean of RMS according to the type of beverage was significantly different and there was a significant difference according to the change of immersion time (p<0.05). In order to prevent tooth corrosion, it is necessary to change the method of ingestion or to reduce the time of ingestion.
천제호(Jeho Chun),안경모(Kyungmo Ahn),윤종태(Jong-Tae Yoon) 한국해양공학회 2010 韓國海洋工學會誌 Vol.24 No.3
During typhoon periods, coastal regions are often directly flooded by typhoon-surges. There are also many cases where coastal regions are inundated by river inundations or dam breaks. However, most studies on coastal flooding by typhoons have been restricted to cases involving the sea. Flooding by river inundation has been excluded in those studies. Usually ocean numerical models are not applied to river flow because the governing equations for ocean flow and river flow are not the same. For a coastal flooding simulation with river inundation, POM the three-dimensional numerical ocean model, was applied to the popular river flow problems, dam-break problem, and flows over a spillway. The simulated results showed good agreement with other numerical simulations and measured data, suggesting the possibility of using POM in coastal flooding simulations involving direct coastal surges and river inundations.