• 제목/요약/키워드: Hydrodynamic 해석

검색결과 666건 처리시간 0.027초

수문학적 접근법에 의한 유역응답내 지표면유동의 기여도 평가 (The assessment of the contribution of overland flow to basin response by means of hydrological approach)

  • 김주철;윤여진;김재한
    • 한국수자원학회논문집
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    • 제39권7호
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    • pp.553-562
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    • 2006
  • 본 연구에서는 유역규모의 응답과정에 대한 지표면유동과 하천유동의 상대적 기여도를 평가해 보고자 한다. 이를 위하여 GIUH 모형의 적률을 금강수계 보청천유역의 자료에 적용하였다. 본 연구에서 유도된 GIUH 모형은 하천 및 지표면에 대한 개별적인 배수경로들로 구성된다. 사전에 예상된 바와 같이, 양자의 특성속도는 현저하게 구별될 수 있었다. 이를 Rodriguez-Iturbe and Valdes(1979)의 모형에 의한 특성속도와 비교해본 결과 본 연구에서 산정된 특성속도가 보다 물리적인 의미를 내포하고 있음을 알 수 있었다. 또한 지표변유동의 경우 경로길이가 거의 일정한 반면, 하천유동의 경우 유역규모에 따라 경로길이가 길어지는 경향을 볼 수 있었다. 그 결과로서, 지표면의 동수역학적 거동특성이 전반적인 유역의 응답과정에 상당한 영향을 미치고 있음을 확인할 수 있었다. 이에 대한 보다 폭 넓은 해석을 위하여 후속 연구가 필요할 것으로 판단된다.

연안 항해용 스틸 쌍동 차도선의 경량화 모델 및 구조안전성 평가 (Assessment of the Structural Safety for Light-Weight Steel Twin Car-Ferry for Coastal Voyage)

  • 김재형;이상의;박주신;이경우;서광철
    • 해양환경안전학회지
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    • 제26권4호
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    • pp.403-411
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    • 2020
  • 본 논문에서는 도서 지역 화물 및 승객 운송을 맡은 연안 항해용 친환경 차도선을 개발하면서, 검토된 주요 결과들에 대해서 논의한다. 시장에서의 경제성을 확보하기 위하여, 폭 19 m를 최종 개발모델 및 갑판면적에 많은 차량이 배치되도록 고려하였다. 조파저항 감소를 위해 선형 형상은 "V"에 선수벌수를 접목하였으며, 수치해석을 통해 개발 선박의 유체역학적 성능을 확인하였다. 선가를 직접 결정짓는 선각 중량을 감소하기 위하여, 최적화 전문 프로그램에 내재된 다목적 최적화 방법인 파레토 시뮬레이트 어닐링을 활용하여 약 3.9 %의 중량 절감을 달성하였다. 본 연구를 통해서 도출된 주요 결과들은 추후 쌍동형 차도선 관련 연구를 수행하는 엔지니어와 관련 산업에 좋은 선례가 될 것으로 기대한다.

초대형 반잠수식 해양 구조물의 최적 감쇠 모델에 대한 고찰 (Study on Optimal Damping Model of Very Large Offshore Semi-submersible Structure)

  • 이혜빈;배윤혁;김동은;박세완;김경환;홍기용
    • 한국해양공학회지
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    • 제32권1호
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    • pp.1-8
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    • 2018
  • In order to analyze the response of the offshore structure numerically, the linear potential theory is generally applied for simplicity, and only the radiation damping is considered among various damping forces. Therefore, the results of a numerical simulation can be different from the motion of the structure in a real environment. To reduce the differences between the simulation results and experimental results, the viscous damping, which affects the motion of the structure, is also taken into account. The appropriate damping model is essential for the numerical simulation in order to obtain precise responses of the offshore structure. In this study, various damping models such as linear or quadratic damping and the nonlinear drag force from numerous slender bodies were used to simulate the free decay motion of the platform, and its characteristics were confirmed. The optimized damping model was found by comparing the simulation results to the experimental results. The hydrodynamic forces and wave exciting forces of the structure were obtained using WAMIT, and the free decay test was simulated using OrcaFlex. A free decay test of the scale model was performed by KRISO.

탄성거동에 의한 유체력을 고려한 초대형 부유식 구조물의 유탄성응답 해석 (Hydroelastic Response Analysis of Very Large Floating Structures Including the Hydrodynamic Forces due to Elastic Motions in Waves)

  • 김철현;이창호;이승철;구자삼
    • 한국해양공학회지
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    • 제20권6호
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    • pp.101-107
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    • 2006
  • Recently, with the increase in requirements for marine development, a marine urbanism is being visualized, with more and more huge-scale structures at the scope of the ocean space utilization. In particular, a pontoon-type structure has attracted attention, since The Floating Structures Association of Japan proposed a new concept as the most suitable one of floating airports. The Very Lage Floating Structure (VLFS) is considered a flexible structure, for a quite large length-to-breadth ratio and its geometrical flexibility. The main objective of this study is to makean exact and convenient prediction about the hydro-elastic response on very large offshore structures in waves. The numerical approach for the hydro-elastic responses is based on the combination of the three dimensional source distribution method and the dynamic response analysis method, which assumed a dividing pontoon type structure, as many rigid bodies connected elastic beam elements. The established hydo-elastic theory was applied to the radiation forces caused by motions of a whole structure, formulated using the global coordinate system, which has the origin at the center of the structure. However, in this paper, we took radiation forces, occurred by individual motions of floating bodies, into consideration. The calculated results show good agreement with the experimental and calculated results by Yago.

시추용 머드혼합탱크의 비뉴턴 유체 모델에 대한 교반성능의 수치해석적 연구 (Numerical Study of Agitation Performance in a Drilling Mud Mixing Tank to Non-Newtonian Rheological Properties)

  • 임효남;이희웅;이인수;최재웅
    • 한국유체기계학회 논문집
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    • 제17권6호
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    • pp.29-37
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    • 2014
  • Non-Newtonian fluid mechanics takes charge of an important role in the oil industries. Especially in the oil well drilling process, the drilling fluid such as mud keeps the drill bit cool and clean during drilling, with suspending drill cuttings and lubricating a drill bit. The purpose of this study is to examine the effect of fluid mud rheological properties to predict different characteristics of non-Newtonian fluid in the mud mixing tank on offshore drilling platforms. In this paper, ANSYS fluent package was used for the simulation to solve the hydrodynamic force and to evaluate mud mixing time. Prediction of the power consumption and the pumping effectiveness has been presented with different operating fluid models as Newtonian and non-Newtonian fluid. The comparison between Newtonain mud model and non-Newtonian mud model is confirmed by the CFD simulation method of drilling mud mixing tank. The results present useful information for the design of the drilling mud mixing tanks and provide some guidance on the use of CFD tool for such non-Newtonian fluid flow.

경계요소-유한요소 연계법에 의한 구형 수조구조물의 동적거동 특성해석 (Analysis of Dynamic Behavior of Flexible Rectangular Liquid Containers by the Coupled Boundary Element-Finite Element Method)

  • 고현무;박장호;김재관
    • 대한토목학회논문집
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    • 제14권5호
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    • pp.1033-1042
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    • 1994
  • 2차원 경계요소-유한요소 연계법을 사용하여 구형 수조구조물의 동적거동 특성을 파악하였다. 비점성, 비압축성 이상유체의 운동은 경계요소법으로 모델링하였으며 구조물의 운동은 유한요소법으로 모델링하였다. 경계요소법의 적용시 Singularity를 소거한 경계적분식을 사용하였다. 유체와 구조물의 경계면에서 적합조건과 평형조건을 만족시킴으로써 경계요소와 유한요소를 연계하였다. 유체-구조물 상호작용의 영향은 유체의 부가질량행렬과 유체 유동에 의한 강성행렬로 연계된 유체-구조물계에 반영된다. 연계된 유체-구조물계의 고유치 문제로부터 수조구조물의 고유진동수외 고유모드를 구하였으며 수평 및 수직 자바운동에 의하여 수조구조물에 발생하는 유체동압력과 자유수면의 유동도 산출하였다.

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규칙파중 전진하는 선박의 유체역학적 응답에 대한 비정상 수치해석 (Unsteady RANS Analysis of the Hydrodynamic Response for a Ship with Forward Speed in Regular Wave)

  • 박일룡;김광수;김진;반석호
    • 대한조선학회논문집
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    • 제45권1호
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    • pp.29-41
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    • 2008
  • The present paper provides a CFD analysis of diffraction problem for a ship with forward speed using an unsteady RANS simulation method, a WAVIS code. The WAVIS viscous solver adopting a finite volume method has second order accuracy in time and field discretizaions for the RANS equations. A two phase level-set method and a realizable ${\kappa}-{\varepsilon}$ turbulence model are adopted to compute the free surface and to meet the turbulence closure, respectively. To validate the capability of the present numerical methods for the simulation of an unsteady progressive regular wave, computations are performed for three grid sets with refinement ratio of ${\sqrt{2}}$. The main simulation is performed for a DTMB5512 model with a forward speed in a regular head sea condition. Validation of the present numerical method is carried out by comparing the present CFD results with available unsteady experimental data published in the 2005 Tokyo CFD Workshop: resistance, heave force, pitch moment, unsteady free surface elevations and velocity fields.

상하동요하는 2차원 원주의 고유진동수: 주파수 영역 해석 (Natural Frequency of 2-Dimensional Heaving Circular Cylinder: Frequency-Domain Analysis)

  • 이동엽;이승준
    • 대한조선학회논문집
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    • 제50권2호
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    • pp.111-119
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    • 2013
  • The concept of the natural frequency is useful for understanding the characters of oscillating systems. However, when a circular cylinder floating horizontally on the water surface is heaving, due to the hydrodynamic forces, the system is not governed by the equation like that of the harmonic one. In this paper, in order to shed some lights on the more correct use of the concept of the natural frequency, a problem of the heaving circular cylinder is analyzed in the frequency domain. Previously, it was thought that the theory of Ursell (1949) could not be used to get the added mass and wave-making damping for short waves, however, they were obtained by applying an accurate collocation method to the theory in this study. Using the so developed numerical method, we found the added mass and wave-making damping of the circular cylinder for the entire range of the frequency. Then, the MCFR(Modulus of Complex Frequency Response) was used to locate the frequency corresponding to the local maximum of MCFR and we define it as the natural frequency. Comparing our results with the previous investigation, we found that the pressure distribution on the cylinder gets close asymptotically to that of a cylinder in infinite fluid OR close to that of the cylinder, that the approximation of the natural frequency by Lee (2008) is different from our new value only by 0.64%, and that the approximation of the heaving system by an equivalent damped harmonic oscillation is not proper by the reason that is clearly shown from the comparison of the shape of the corresponding MCFRs.

사용자-서브루틴과 양해법 유한 요소 해석을 이용한 선박의 유빙 저항 추정 (Ice Floe-induced Ship Resistances using Explicit Finite Element Analyses with a User-subroutine)

  • 한동화;백광준;정성엽;정준모
    • 대한조선학회논문집
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    • 제57권2호
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    • pp.88-95
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    • 2020
  • There have been many attempts to predict resistance of vessels in ice floe environment, but they mostly have both strong and weak points at the same time; for instance, simplified formulas are very fast but less flexible to types of ship and ice conditions and other numerical techniques need high computing cost for increased accuracy. A new numerical simulation technique of combining explicit finite element analysis code with a user-subroutine to control real-time forces acting on ice floes was proposed, thereby it was possible to predict ship-to-ice floe resistance with higher convenience and accuracy than other proposed approaches. The basic theory on how real-time hydrostatic and hydrodynamic forces acting on ice floes could be generated using user-subroutine was explained. The heave motion of a single ice floe was simulated using the user-subroutine and the motion amplitudes and periods were almost consistent with analytic values. Towing tests of an icebreaker model ship were simulated using explicit finite element analyses with the user-subroutine. The ice-induced resistance obtained from the towing experiments and simulations showed significant differences. Intentional increase of the drag coefficient to increase the contact duration between the ice floes and rigid model ship leaded the total resistance to be substantially consistent between the model tests and numerical simulations.

범프로 지지되는 다엽 포일을 갖는 가스 포일 베어링의 성능 해석 (Performance Predictions of Gas Foil Bearing with Leaf Foils Supported on Bumps)

  • 김태호;문형욱
    • Tribology and Lubricants
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    • 제34권3호
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    • pp.75-83
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    • 2018
  • Microturbomachinery (< 250 kW) using gas foil bearings can function without oil lubricants, simplify rotor-bearing systems, and demonstrate excellent rotordynamic stability at high speeds. State-of-the-art technologies generally use bump foil bearings or leaf foil bearings due to the specific advantages of each of the two types. Although these two types of bearings have been studied extensively, there are very few studies on leaf-bump foil bearings, which are a combination of the two aforementioned bearings. In this work, we illustrate a simple mathematical model of the leaf-bump foil bearing with leaf foils supported on bumps, and predict its static and dynamic performances. The analysis uses the simple elastic model for bumps that was previously developed and verified using experimental data, adds a leaf foil model, and solves the Reynolds equation for isothermal, isoviscous, and ideal gas fluid flow. The model predicts that the drag torques of the leaf-bump foil bearings are not affected significantly by static load and bearing clearance. Due to the preload effect of the leaf foils, rotor spinning, even under null static load, generates significant hydrodynamic pressure with its peak near the trailing edge of each leaf foil. A parametric study reveals that, while the journal eccentricity and minimum film thickness decrease, the drag torque, direct stiffness, and direct damping increase with increasing bump stiffness. The journal attitude angle and cross-coupled stiffness remain nearly constant with increasing bump stiffness. Interestingly, they are significantly smaller compared to the corresponding values obtained for bump foil bearings, thus, implying favorable rotor stability performance.