278
6 Wave Transformation in Shallow Water
IJ.E
'Af'i..o
1.0
-~
c)
0.9
• 1
0.8
0
2
A 3
0
4
0.7
A 5
0
6
• 7
ao
4
4
6 8
H
10°X0
Fig. 6.10. Comparison of calculated elements with observations for different angles {3g of waves approaching a shore (Krylov et a!., 1976): data of Tsyplukhin for
{3g = 20-40° (1); Vapnyar's for {3g = 0° (2); {3g = 30° (3); {3g = 60° (4); {3g = 90°
(5); {3g = 0-90° (6); "Soyuzmorniiproject" Institute (7)
As the next step the calculations of wave element transformation are
made for different combinations of defining parameters. The situations and
6 Wave Transformation in Shallow Water
IJ.E
'Af'i..o
1.0
-~
c)
0.9
• 1
0.8
0
2
A 3
0
4
0.7
A 5
0
6
• 7
ao
4
4
6 8
H
10°X0
Fig. 6.10. Comparison of calculated elements with observations for different angles {3g of waves approaching a shore (Krylov et a!., 1976): data of Tsyplukhin for
{3g = 20-40° (1); Vapnyar's for {3g = 0° (2); {3g = 30° (3); {3g = 60° (4); {3g = 90°
(5); {3g = 0-90° (6); "Soyuzmorniiproject" Institute (7)
As the next step the calculations of wave element transformation are
made for different combinations of defining parameters. The situations and