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Chapter 4<br />

Numerical results<br />

4.1 Hierarchy of one-dimensional <strong>model</strong>s<br />

For numerical implementations, we first normalize the shallow water velocity c 2 0 =<br />

(<br />

ρ2<br />

ρ 1<br />

− 1 ) of system (2.27) by settingη=η ∗ , u 1 = c 0 u ∗ 1 , t= t∗<br />

c 0<br />

. Dropping the<br />

asterisks, the following Strongly Nonlinear Corrugated Bottom Model (SNCM) is<br />

obtained,<br />

⎧<br />

η t − 1 [ ] (1−η)u1<br />

ξ ⎪⎨ M(ξ)<br />

= 0,<br />

⎪⎩<br />

u 1t + 1<br />

M(ξ) u 1 u 1ξ − 1<br />

M(ξ) η ξ= √ β ρ 2<br />

ρ 1<br />

1<br />

M(ξ) T [0,2l]<br />

[ (1−η)u1<br />

]<br />

ξt . (4.1)<br />

We will work on the periodic domainξ ∈ Π[0, 2l], so that instead of the<br />

operatorT its periodic versionT [0,2l] appears above. See Appendix C <strong>for</strong> the<br />

definition ofT [0,2l] . The choice of a computational periodic domain was made to<br />

be able to use spectral methods. To avoid the influence of the boundaries on the<br />

evolution of the perturbationη<strong>interacting</strong> <strong>with</strong> the bottom profile we added two<br />

52

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