Surface and Internal Waves due to a Moving Load on a Very Large Floating Structure

Figure 9

Surface and interface profiles at the time 𝑡√𝑔/ℎ=5.0, when the point load stops movement, where 𝐵_𝑠 = 500.0 Nm²; 𝐿_𝑠 = 35.0 m; 𝐿_𝑝 = 5.0 m; k = 1.0; N = 2. The point load has come to the position which the mark ▿ indicates.