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

Table 2

Experimental parameters.

Case	Water depth (m)	Excitation amplitude	Excitation frequency f (Hz)
1	0.258	A = 0.002 m, θ = 1	0.76–0.84^a, 0.72, 0.88
2	0.258	A = 0.002 m, θ = 1°	0.73–0.81^a, 0.69, 0.8°5

Notes: a indicates that the frequency interval is 0.01 Hz.