Table D1
Wave Parameters, Water Level Components, and Maximum
Overtopping Rates by Storm, Sta 0+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
103
0.4
2.3
0.8
0.00007
0.00000
0150
12.1
13
80
0.1
2.0
0.7
0.00004
0.00000
0853
23.3
14
100
0.6
3.3
0.9
0.00558
0.00383
1953
11.2
14
119
0.2
1.8
0.7
0.00003
0.00000
1557
17.4
13
97
0.5
2.7
0.8
0.00092
0.00082
2057
40.4
14
83
1.4
4.3
1.2
0.01116
0.00406
1861
16.1
13
80
0.2
2.5
0.8
0.00028
0.00000
2762
40.7
14
81
3.1
3.9
1.3
0.23257
0.05193
0163
21.7
17
113
0.8
3.3
0.9
0.00761
0.00422
2563
25.3
14
114
0.3
3.6
0.9
0.00590
0.00392
2965
12.5
14
90
0.0
2.1
0.7
0.00004
0.00000
3367
31.2
17
96
0.5
4.2
1.0
0.01018
0.00421
2168
12.1
13
115
0.3
1.9
0.7
0.00006
0.00000
0571
17.1
13
82
0.3
2.7
0.8
0.00064
0.00050
0676
36.4
17
88
2.9
3.9
1.3
0.44273
0.04217
1977
20.3
11
93
0.9
2.7
0.9
0.00040
0.00255
2379
14.8
10
74
0.4
2.0
0.8
0.00001
0.00000
2187
17.4
14
92
0.1
2.8
0.8
0.00049
0.00049
0188
32.2
17
101
1.0
4.1
1.0
0.01052
0.00368
0289
19.0
13
95
0.5
2.8
0.8
0.00141
0.00147
0190
17.7
13
88
0.3
2.7
0.8
0.00082
0.00070
3190
32.8
17
87
1.0
4.2
1.0
0.01160
0.00313
2691
14.8
17
90
0.0
2.7
0.7
0.00029
0.00029
1592
33.5
17
87
2.1
4.0
1.2
0.10602
0.00816
3192
18.7
14
82
1.0
2.8
0.9
0.00212
0.00364
3594
-
-
-
-
-
-
0.00000
0.00000
0597
44.3
17
92
2.1
4.5
1.3
0.32738
0.02930
2997
24.6
14
113
0.3
3.5
0.9
0.00587
0.00404
5163
36.7
17
73
2.8
4.0
1.3
0.40943
0.03837
6163
18.0
14
121
0.6
2.8
0.8
0.00153
0.00153
D2
Appendix D
Tables of Maximum Overtopping Rates and Other Information by Storm
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