• Journal of applied mathematics & informatics
• /
• 제13권1_2호
• /
• pp.233-245
• /
• 2003

A time fractional advection-dispersion equation is Obtained from the standard advection-dispersion equation by replacing the firstorder derivative in time by a fractional derivative in time of order ${\alpha}$(0 < ${\alpha}$ $\leq$ 1). Using variable transformation, Mellin and Laplace transforms, and properties of H-functions, we derive the complete solution of this time fractional advection-dispersion equation.

• 한국지하수토양환경학회지:지하수토양환경
• /
• 제8권3호
• /
• pp.8-12
• /
• 2003

The centrifuge test result on capped sediment was compared to the advection- dispersion equation proposed for one layered to predict contaminant transport parameters. The fitted contaminant transport parameters for the centrifuge test results were one to three orders of magnitude greater than the estimated parameters from the advection-dispersion equation. This indicates that the centrifuge model over estimated the contaminant transport phenomena. Thus, the centrifuge provides a non-conservative approach to modeling contaminant transport. It should be also noted that the advection-dispersion equation used in this study is a one layered model. Two layered modeling approaches are more appropriate for modeling this data since there are two layers with different partitioning coefficients. Further research is required to model the centrifuge test using two-layered advection-dispersion models.

• 한국환경과학회지
• /
• 제11권9호
• /
• pp.907-914
• /
• 2002

Various Eulerian-Lagrangian models for the one-dimensional longitudinal dispersion equation in nonuniform flow were studied comparatively. In the models studied, the transport equation was decoupled into two component parts by the operator-splitting approach; one part is governing advection and the other is governing dispersion. The advection equation has been solved by using the method of characteristics following fluid particles along the characteristic line and the results were interpolated onto an Eulerian grid on which the dispersion equation was solved by Crank-Nicholson type finite difference method. In the solution of the advection equation, Lagrange fifth, cubic spline, Hermite third and fifth interpolating polynomials were tested by numerical experiment and theoretical error analysis. Among these, Hermite interpolating polynomials are generally superior to Lagrange and cubic spline interpolating polynomials in reducing both dissipation and dispersion errors.

• Korean Journal of Hydrosciences
• /
• 제6권
• /
• pp.51-66
• /
• 1995

Various Eulerian-Lagerangian numerical models for the one-dimensional longtudinal dispersion equation are studied comparatively. In the models studied, the transport equation is decoupled into two component parts by the operator-splitting approach ; one part governing advection and the other dispersion. The advection equation has been solved using the method of characteristics following flud particles along the characteristic line and the result are interpolated onto an Eulerian grid on which the dispersion equation is solved by Crank-Nicholson type finite difference method. In solving the advection equation, various interpolation schemes are tested. Among those, Hermite interpo;ation po;ynomials are superor to Lagrange interpolation polynomials in reducing both dissipation and dispersion errors.

• Journal of applied mathematics & informatics
• /
• 제18권1_2호
• /
• pp.339-350
• /
• 2005

A space-time fractional advection-dispersion equation (ADE) is a generalization of the classical ADE in which the first-order time derivative is replaced with Caputo derivative of order $\alpha{\in}(0,1]$, and the second-order space derivative is replaced with a Riesz-Feller derivative of order $\beta{\in}0,2]$. We derive the solution of its Cauchy problem in terms of the Green functions and the representations of the Green function by applying its Fourier-Laplace transforms. The Green function also can be interpreted as a spatial probability density function (pdf) evolving in time. We do the same on another kind of space-time fractional advection-dispersion equation whose space and time derivatives both replacing with Caputo derivatives.

• Water Engineering Research
• /
• 제4권1호
• /
• pp.45-58
• /
• 2003

Two-dimensional depth-averaged advection-dispersion equation was simulated using FEM. In the straight rectangular channel, the advection-dispersion processes are simulated so that these results can be compared with analyti-cal solutions for the transverse line injection and the point injection. In the straight domain the standard Galerkin method with the linear basis function is found to be inadequate to the advection-dispersion analysis compared to the upwind finite element scheme. The experimental data in the S-curved channel were compared with the result by the numerical model using SUPG(Streamline upwind Petrov-Galerkin) method.

• 한국수자원학회:학술대회논문집
• /
• 한국수자원학회 2006년도 학술발표회 논문집
• /
• pp.22-27
• /
• 2006

This paper describes the development of the stream-tube based dispersion model for modeling contaminant transport in open channels. The operator-splitting technique is employed to separate the 2D contaminant transport equation into the pure advection and pure dispersion equations. Then the total variation diminishing (TVD) schemes are combined with the second-order Lax-Wendroff and third-order QUICKEST explicit finite difference schemes respectively to solve the pure advection equation in order to prevent the occurrence of numerical oscillations. Due to various limiters owning different features, the numerical tests for 1D pure advection and 2D dispersion are conducted to evaluate the performance of different TVD schemes firstly, then the TVD schemes are applied to experimental data for simulating the 2D mixing in a straight trapezoidal channel to test the model capability. Both the numerical tests and model application show that the TVD schemes are very competent for solving the advection-dominated transport problems.

• 물과 미래
• /
• 제23권1호
• /
• pp.119-127
• /
• 1990

점착성 부유사 농도분포는 해수유동과 물질 확산에 의해서 결정되며 지배방정식으로는 2차원 수심적분된 Reynolds운동방정식, 연속방정식과 Fick의 확산법칙에 근거를 둔 대류-확산방정식이 사용되었다. 해수유동과 점성퇴적물 확산인 두개의 모형은 유한차분법을 이용하였고 유동모형은 양해법, 확산모형은 다증법을 사용하여 부유사 이동의 현상을 파악하였다. 해수유동방정식의 적용시 이송항의 포함여부에 대해서 조사하였으며 물질확산 방정식에 대해서는 한계전단응력값의 변화가 부유사농도에 영향을 주는가에 대해서 비교하였다.

• 물과 미래
• /
• 제28권5호
• /
• pp.151-162
• /
• 1995

자연하천에서 오염물질의 횡확산과정은 정확하게 모의하기 위하여 2차원 유관확산모형을 개발하였다. 본 모형에서는 독립변수로서 횡방향거리 대신에 횡방향누가유량을 도입하였고, 하천의 주흐름을 따라 좌표축을 설정하는 자연좌표계를 사용하였다. 유도한 유관확산방정식을 풀기 위한 수치방법으로서 Eulerian-Lagrangian method를 이용하였다. 유관확산방정식을 연산자분리방법을 이용하여 이송을 지배하는 방정식과 확산을 지배하는 방정식으로 분리하였다. 그리고 이송방정식은 Eulerian 계산격자상에서 특성곡선법을 이용하였고 확산방정식은 중앙차분법을 이용하여 수치모의 하였다. 본 연구에서는 이송방정식의 풀이에서 사용되는 보간다항식으로 cubic spline 보간다항식을 이용하였다. 본 연구에서 개발한 모형을 적용하여 실제 자연하천에서 행해진 정상상태의 색소실험 결과를 모의한 결과개발된 모형이 우수한 거동을 보이고 있음이 밝혀졌다.

• 물과 미래
• /
• 제27권2호
• /
• pp.155-166
• /
• 1994

Eulerian-Lagrangian 방법을 이용하여 1차원 종확산방정식의 수치모형을 비교·분석하였다. 본 연구에서서 비교·분석한 모형은 지배방정식을 연산자 분리방법에 의해서 이송만을 지배하는 이송방정식과 확산만을 지배하는 확산방정식으로 분리한다. 이송방정식은 특성곡선을 따라서 유체입자를 추적하는 특성곡선법을 사용하여 해를 구하고, 그 결과를 고정된 Eulerian 격자상에 보간하였고, 확산방정식은 상기 고정격자상에서 Crank-Nicholson 유한차분법을 사용하여 해를 구하였다. 이송방정식의 풀이에서 다양한 보간방법이 적용되었는데, 일반적으로 Hermite 보간다항식을 사용한 경우가 Lagrange 보간다항식을 사용한 경우보다 수치확산 및 수치진동 등의 오차를 최소화할 수 있어서 더욱 우수한 것으로 밝혀졌다.