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Kouli_etal_2008_Groundwater modelling_BOOK.pdf - Pantelis ...

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Analytical and Numerical Solutions... 275<br />

where c 0 > 0 is the initial concentration and ǫ > 0 is the length of the triangular impulse.<br />

The initial conditions are transferred as follows:<br />

2 (1 − exp(− ǫ 2<br />

û 1 (s,0) = c s))2<br />

0<br />

ǫ s 2 (68)<br />

The general situation with piecewise polynomial initial conditions could derive and are<br />

shown in [18]. We will only derive the triangular impulse for the benchmark problem.<br />

The transferred initial conditions given by the equation (68) are inserted in the Laplacetransformed<br />

equation, see [18]. We did the re transformation and the solution is given by:<br />

⎧<br />

2<br />

⎪⎨<br />

u 1 (x, t) = c 0<br />

ǫ exp(−λ 1t)<br />

⎪⎩<br />

∏i−1<br />

u i (x, t) =<br />

j=1<br />

⎛<br />

⎜<br />

λ j ⎝<br />

i∑<br />

i∏<br />

exp(−λ j t)(<br />

j=1<br />

with i = 2, . . .,n<br />

i∏ λ jl<br />

Λ jk =<br />

λ jl − λ jk<br />

l=1<br />

l≠k<br />

l≠j<br />

⎧<br />

⎪⎩<br />

0 0 ≤ x < v 1 t<br />

x − v 1 t + b v 1 t ≤ x < v 1 t + ǫ 2<br />

v 1 t + ǫ − x v 1 t ≤ x < v 1 t + ǫ<br />

0 v 1 t + ǫ < x<br />

k=1<br />

k≠j<br />

1<br />

λ k − λ j<br />

)<br />

(69)<br />

i∑<br />

A jk Λ jlk (70)<br />

k=1<br />

k≠j<br />

0 0 ≤ x < v j t<br />

x − v j t + 1<br />

λ jk<br />

(−1 + exp(−λ jk (x − v j t))) v j t ≤ x < v j t + ǫ 2<br />

v j t + ǫ − x + 1<br />

λ jk<br />

(exp(−λ jk (x − v j t))<br />

⎪⎨<br />

A jk = −2 exp(−λ jk (x − (v j t + ǫ 2<br />

))) + 1) v<br />

with<br />

jt + ǫ 2 < x < v jt + ǫ<br />

1<br />

λ jk<br />

(exp(−λ jk (x − v j t))<br />

−2 exp(−λ jk (x − (v j t + ǫ 2 )))<br />

+ exp(−λ jk (x − (v j t + ǫ)))) v j t + ǫ 2 < x < v jt + ǫ<br />

λ jk = λ kj<br />

5.4. Generalization of the Analytical Methods to Characteristics<br />

In this subsection we generalize the one-dimensional analytical solutions for the<br />

convection-reaction equations for piecewise polynomial characteristics in two dimensions.<br />

The contribution here is the transformation of the two-dimensional characteristics to a onedimensional<br />

arc-length which has piecewise constant velocities.<br />

For the characteristics we assume a constant velocity between the start- and end-points<br />

of the line. The piecewise constant velocities are given as:<br />

v =<br />

( f(x(t), y(t), t)<br />

g(x(t), y(t), t)<br />

)<br />

, (71)

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