EM 1110-2-1100 (Part II)
30 Apr 02
Example Problem II-8-2 (Continued)
Table II-8-17
Calculation of Hsjetty for Storm Event 1
Water Level Exceedance Frequency (percent)
90
70
50
30
10
Jetty Head
2.06
2.09
2.12
2.15
2.20
djettyA/H0'
1.05
1.06
1.07
1.07
1.07
HsjettyA/H0'
HsjettyA (cm)
644
650
656
656
656
Nearshore Jetty Trunk
0.80
0.83
0.86
0.90
0.93
djettyC/H0'
0.57
0.59
0.60
0.62
0.63
HsjettyC/H0'
HsjettyC (cm)
349
362
368
380
386
Figure II-8-25. Estimation of wave height at the jetty (Goda
1985)
Example Problem II-8-2 (Sheet 12 of 21)
II-8-46
Hydrodynamic Analysis and Design Conditions
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