• Title/Summary/Keyword: 비균질수정

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Development of Elliptic Relaxation Model With The Inhomogeneous Correction (비균질 수정을 사용한 타원완화모형 개발)

  • Chun Kun Ho;Choi Young Don;Shin Jong Keun
    • Proceedings of the KSME Conference
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    • 2002.08a
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    • pp.815-818
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    • 2002
  • The elliptic relaxation model(ERM) with the inhomogeneous correction intermediate between near wall with and far from the wall. The source of the ERM usually was appled quasi-homogeneous pressure-strain correlation in homogeneous situations. This formulation was easily applied to the linear model or non-linear pressure-strain model. It is observed that the boundary conditions of the relaxation operator dominate the homogeneous pressure-strain model in the near wall region. While looking at high-Reynolds number flows, it was found necessary to modify the effect of the relaxation operator throughout the log region by accounting for gradients of the flatness variable and turbulent length scales. These effects are kinematic blocking of the wall normal velocity fluctuation and pressure reflections from the surface. This model is wall distances and unit vectors which make the model applicable to flows boundary by a complex geometry. Inhomogeneous correction model is computed inertial and non-inertial channel flow These are compared DNS(Kim et at., Kristofffrsen & Andersson) for channel flow. The present model could be predicted well for rotating flows.

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Flood Risk Analysis Considering the Sediment Transport in a River (하천에서의 유사이동의 영향을 고려한 홍수위험도 분석)

  • Son, In Ho;Kim, Byung Hyun;Han, Kun Yeun
    • Proceedings of the Korea Water Resources Association Conference
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    • 2015.05a
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    • pp.302-302
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    • 2015
  • 본 연구에서는 PMP 조건하에서 농업용 목적의 시례저수지의 가상붕괴에 따른 홍수파 해석을 통해서 하류부에 대한 수리학적 분석을 실시하였다. 그리고, 사력댐으로 구성된 댐 제체의 붕괴로 인한 유사 이송을 모의하고 이로 인한 하류부에서의 영향을 분석하였다. 이를 위하여 경상남도 김해에 위치한 시례저수지 유역을 대상으로 수리 수문자료 및 하천현황을 상세히 조사하고 댐의 가상 붕괴로 인한 하류부 홍수파 해석 및 댐 본체의 유실에 따른 유사의 이송으로 인해 발생 가능한 하류부에서의 영향을 분석하였다. 시례저수지의 댐 형식은 흙댐으로써, 구성방식은 침하량이 적은 중심코아형이며 댐 높이는 34.3 m, 유역면적은 3.13 km이다. 본 연구에서는 하천에서의 흐름과 유사이송 계산이 가능한 1차원 수치 모형인 CCHE1D를 이용하였다. 적용 모형은 확산파 및 동역학적 방정식을 모두 고려한다. 또한, 비평형 이송 모형을 사용하여 유사의 발생과 퇴적을 산정하고 비균질 상태의 유사 이송을 계산 하는데 있어서 하천 단면형의 변화와 하상물질의 구성 상태, 제방침식, 수로 확폭의 과정과 함께 산정된다. CCHE1D는 하상물질의 공극률과 non-equilibrium adaptation length, mixing layer thickness 등의 여러 변수들을 현재까지 개발된 식들을 제공하며, 토사이동해석을 위한 공식은 SEDTRA 모듈, Wu et al(2000) 공식, 수정 Ackers and White(1973) 공식, 수정 Engelund and Hansen(1967)이 사용된다. 비균질 유사이송과 bed deformation, bed-material sorting은 완전연계과정(coupling)로, 유사와 흐름방정식의 계산은 반연계과정(semi coupling)을 적용하여 계산하였다.

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Inhomogeneous Helmholtz equation for Water Waves on Variable Depth (비균질 Helmholtz 방정식을 이용한 변동 수심에서의 파랑변형)

  • Kim, Hyo-Seob;Jang, Chang-Hwan
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.13 no.3
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    • pp.174-180
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    • 2010
  • The inhomogeneous Helmholtz equation is introduced for variable water depth and potential function and separation of variables are introduced for the derivation. Only harmonic wave motions are considered. The governing equation composed of the potential function for irrotational flow is directly applied to the still water level, and the inhomogeneous Helmholtz equation for variable water depth is obtained. By introducing the wave amplitude and wave phase gradient the governing equation with complex potential function is transformed into two equations of real variables. The transformed equations are the first and second-order ordinary differential equations, respectively, and can be solved in a forward marching manner when proper boundary values are supplied, i.e. the wave amplitude, the wave amplitude gradient, and the wave phase gradient at a side boundary. Simple spatially-centered finite difference numerical schemes are adopted to solve the present set of equations. The equation set is applied to two test cases, Booij’ inclined plane slope profile, and Bragg’ wavy bed profile. The present equations set is satisfactorily verified against other theories including the full linear equation, Massel's modified mild-slope equation, and Berkhoff's mild-slope equation etc.

A Study on the Heterogeneity in Multi-player VR Games : focused on (멀티플레이어 가상현실 게임에 나타난 비균질성 연구 : <더 플레이룸 VR>을 중심으로)

  • Park, Eun-Kyung;Nam, Yang-Hee
    • Journal of Korea Game Society
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    • v.16 no.6
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    • pp.151-162
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    • 2016
  • The purpose of this paper is to identify the significance of heterogeneity in multi-player VR games. Heterogeneity is a concept of multi-player mode that a game uses the immersive VR and non-immersive system at the same time. As immersive VR device has become more commercial, multi-player VR games try to use heterogeneity strategically. is the best example to explain a new phenomenon, so this paper analyses by using a revised and reinforced MDA framework. As a result, we can find heterogeneity concept not only in the separation of player's interface, but also in the division of play patterns and experiences within a game itself.

Effect of Groundwater Flow on Ice-wall Integrity (얼음벽 형성에 대한 지하수 흐름의 영향)

  • Shin, Hosung;Kim, Jinwook;Lee, Jangguen
    • Journal of the Korean Geotechnical Society
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    • v.34 no.11
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    • pp.43-55
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    • 2018
  • AGF (Artificial Ground Freezing) method is a temporary ground improvement method which can apply to all types of soil with the purpose of high stiffness and low hydraulic conductivity. However, the groundwater flow and the heterogeneity of the ground increase the uncertainty of the ice-column formation which hinders the reliability of this method. The effects of groundwater flow and layered heterogeneity on ice-wall integrity by AGF method were analyzed using finite element analysis program for a coupled thermo-hydro phenomena in the freezing ground. Groundwater flow changes circular ice-column into elliptical shapes and increases the time required for the formation of ice walls. The previous theoretical formula overestimated the completion time of the ice wall and the critical groundwater velocity by neglecting the thermal interaction between adjacent ice-columns. Numerical results presented the corrected formula and verified the proposed equation for the dimensionless ice-wall completion time. In the layered heterogeneous ground, the thickness of the layer with higher hydraulic conductivity and its relative magnitude were found to be important factors in the ice-wall completion time and critical velocity.

Characteristics of Contaminant Migration through Hardened Liner and Seashore Clay Considering Effective Diffusion (유효확산을 고려한 고화차수층과 해안점성토층을 통한 오염물이동 특성)

  • 장연수;홍경택
    • Journal of the Korean Geotechnical Society
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    • v.17 no.4
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    • pp.49-55
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    • 2001
  • 본 논문에서는 서해안 폐기물 매립지 하부의 점성토와 고화차수재를 재료로 수행된 확산시험 결과와 현장 조건을 적용하여 오염물이동성에 대한 수치해석을 수행하였다. 무기화합물이 하부 차수재와 원지반퇴적층으로 이동되는 일차원 이동 특성을 대상으로 하였으며 일차원 용질이동해석 프로그램 CDFD(convection-dispersion finite difference)를 현장의 비균질한 지층에 이용할 수 있도록 수정하여 적용하였다. 그 결과 원지반점성토를 통한 용질이동 메카니즘에 확산이 기여하는 정도가 50%로 매우 큰 영향을 갖고 있음을 보여주며 원지반 투수계수가 클수록 인공차수층의 필요성이 증대됨을 알 수 있었다.

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