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Fig. 6.

image

Solutions se of Eq. (23) as a function of s0/L for ρt/ρ0 = 200 (orange lines) and ρt/ρ0 = 400 (black lines). The expression L = 10 H and lt = 0.2 H. The curves correspond to and (solid lines) and (dashed line). The bifurcation points around s0/L = 0.3 and s0/L = 0.7 (intersections between vertical and horizontal orange dashed lines) have been calculated by solving Eqs. (23) and (24) simultaneously.

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