Table D8
Wave Parameters, Water Level Components, and Maximum
Overtopping Rates by Storm, Sta 14+00
Max. Overtopping
Waves
Water Level Components
Rates, cfs per ft
Storm
Wave
Height
Period
Angle
Surge
Ponding
Setup
Existing
Plan
Storm
ft
sec
deg
ft
ft
ft
Profile
Profile
2348
16.1
11
107
0.4
2.3
0.8
0.00029
0.00029
0150
12.1
13
80
0.1
2.0
0.7
0.00004
0.00004
0853
26.2
14
92
0.9
3.5
1.0
0.01259
0.00383
1953
14.4
10
100
0.5
2.0
0.8
0.00013
0.00013
1557
17.4
13
97
0.5
2.7
0.8
0.00082
0.00082
2057
40.4
14
83
1.4
4.3
1.2
0.09113
0.00428
1861
16.1
13
80
0.2
2.5
0.8
0.00031
0.00031
2762
40.7
14
81
3.2
3.9
1.4
0.43611
0.08521
0163
21.7
17
113
0.8
3.3
0.9
0.00725
0.00422
2563
27.2
14
103
0.5
3.7
1.0
0.00837
0.00372
2965
12.5
14
90
0.0
2.1
0.7
0.00004
0.00004
3367
31.2
17
96
0.6
4.1
1.0
0.02146
0.00421
2168
14.8
11
103
0.3
2.2
0.7
0.00015
0.00015
0571
17.1
13
82
0.3
2.6
0.8
0.00053
0.00053
0676
36.4
17
88
3.0
3.9
1.3
0.34515
0.04398
1977
20.3
11
93
0.9
2.7
0.9
0.00255
0.00255
2379
15.4
10
81
0.5
2.1
0.8
0.00022
0.00022
2187
17.4
14
92
0.1
2.8
0.8
0.00049
0.00049
0188
34.8
14
108
1.3
4.0
1.1
0.05188
0.00349
0289
19.0
13
95
0.5
2.8
0.8
0.00147
0.00147
0190
17.7
13
88
0.3
2.7
0.8
0.00070
0.00070
3190
32.8
17
87
1.0
4.2
1.0
0.04208
0.00313
2691
14.8
17
90
0.0
2.7
0.7
0.00029
0.00029
1592
33.5
17
87
2.1
3.9
1.2
0.13957
0.00417
3192
31.2
14
86
1.4
3.8
1.1
0.04146
0.00364
3594
-
-
-
-
-
-
0.00000
0.00000
0597
44.3
17
92
2.1
4.6
1.2
0.25912
0.01771
2997
26.2
14
103
0.5
3.6
0.9
0.00689
0.00421
5163
36.7
17
73
2.9
4.0
1.3
0.32526
0.03677
6163
18.0
14
121
0.6
2.8
0.8
0.00144
0.00144
D9
Appendix D
Tables of Maximum Overtopping Rates and Other Information by Storm
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