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Mathematical Model boundary conditions governing equation &

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Presentation on theme: "Mathematical Model boundary conditions governing equation &"— Presentation transcript:

1 Mathematical Model boundary conditions governing equation &
initial conditions

2 Initial conditions Zheng & Bennett

3 Boundary Conditions no mass flux specified concentration
Specified mass flux Zheng & Bennett

4 Simplest form of the ADE
Uniform 1D flow; longitudinal dispersion; No sink/source term; no chemical reactions There is a famous analytical solution to this form of the ADE with a continuous line source boundary condition. The solution is called the Ogata & Banks solution.

5 Co Aquifer is infinitely extensive

6 Zheng & Bennett

7 Ogata and Banks solution in a spreadsheet
Short Form: valid only for small values of D when x = v t; C/Co= ½ Spreadsheet can be accessed from the course homepage.

8 ADE with 1D flow: longitudinal dispersion & retardation
With instantaneous pulse input source at the boundary….

9 University of Illinois codes on the web
Find the link on the Geology 727 course homepage

10 ADE with 1D flow & 3D dispersion,
retardation & 1st order reaction term Uniform 1D flow; 3D dispersion; no sink/source term; retardation; 1st order irreversible reaction ( is the same for the dissolved phase and the sorbed phase) Patch source solutions: In an infinitely extensive aquifer: Illinois codes In a confined (vertically bounded) aquifer: ATRANS

11

12 ATRANS

13 ATRANS Zheng & Bennett

14 ATRANS Boundary Conditions

15 ATRANS Example in Zheng & Bennett
3D dispersion: Source is 0.5 m thick (occupies 5% of the aquifer thickness) and 2 m wide (in the y direction). = 10 m 2D dispersion: Source is 10 m thick (occupies 100% of the aquifer thickness) and 2 m wide (in the y direction). 1D dispersion: Source is 10 m thick and infinitely wide in the y direction. Zheng & Bennett

16 for 3D dispersion problem in Z&B
Source configuration for 3D dispersion problem in Z&B X = 10 Z = 5 centerline Z Z = 0 Z = 10

17 Observation point is at x = 30 m.
Breakthrough curves 3D dispersion: Source is 0.5 m thick (occupies 5% of the aquifer thickness) and 2 m wide (in the y direction). 2D dispersion: Source is 10 m thick (occupies 100% of the aquifer thickness) and 2 m wide (in the y direction). 1D dispersion: Source is 10 m thick and infinitely wide in the y direction. Homework Problem Aquifer is 100 m thick. Source occupies 20% of the aquifer. 1D 20 m 2D 5 m wide 3D Observation point is at x = 30 m. Observation point is on the centerline at x= 10 m

18 1D 3D

19 ADE with 1D flow & 3D dispersion,
retardation & 1st order reaction term Uniform 1D flow; 3D dispersion; no sink/source term; retardation; 1st order irreversible reaction ( is the same for the dissolved phase and the sorbed phase) Patch source solutions: In an infinitely extensive aquifer: Illinois codes In a confined (vertically bounded) aquifer: ATRANS

20 Homework Problem Z Z = 100 centerline Z = 50 X = 30 Z = 0

21 Problem Set #1 Aquifer is 100 m thick.
Source occupies 20% of the aquifer. z 20 m 5m wide y

22 Zheng & Bennett Fig. 5.6 Aquifer is 10 m thick.
Source is 0.5 m thick. Source occupies 5% of the aquifer. Homework Problem Aquifer is 100 m thick. Source occupies 20% of the aquifer. 20 m 0.5 m 2 m wide 5 m wide Observation point is at x = 30 m. Observation point is at x= 10 m

23 Homework Problem Z centerline Z = 50 X = 30

24 for 3D dispersion problem in Z&B
Source configuration for 3D dispersion problem in Z&B X = 10 Z = 5 centerline Z Z = 0 Z = 10


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