Effect of Double-Side Curved Baffle on Reducing Sloshing in Tanks under Surge and Pitch Excitations

Figure 10

Comparisons of the free surface elevations of the experimental data and ADINA simulation under surge excitation: (a) Case 1: f = 0.72 Hz, A = 0.002 m; (b) Case 2: f = 0.69 Hz, A = 0.002 m.

(a)

(b)