Table D2
Wave Parameters, Water Level Components, and Maximum
Overtopping Rates by Storm, Sta 2+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
2.2
0.8
0.00001
0.00020
0150
-
-
-
-
-
-
0.00000
0.00000
0853
26.2
14
92
0.9
3.4
1.0
0.00990
0.00404
1953
10.5
14
119
0.2
1.6
0.6
0.00001
0.00000
1557
17.4
13
97
0.5
2.5
0.8
0.00020
0.00056
2057
40.4
14
83
1.4
4.2
1.1
0.06743
0.00433
1861
16.1
13
80
0.2
2.4
0.7
0.00005
0.00018
2762
40.7
14
81
3.1
3.9
1.3
0.50924
0.05447
0163
21.7
17
113
0.8
3.2
0.9
0.00586
0.00373
2563
27.2
14
103
0.6
3.5
0.9
0.00637
0.00367
2965
11.8
14
90
0.0
1.8
0.6
0.00001
0.00002
3367
31.2
17
96
0.6
4.0
1.0
0.01743
0.00426
2168
12.1
13
117
0.2
1.8
0.7
0.00001
0.00010
0571
17.1
13
82
0.3
2.5
0.8
0.00011
0.00033
0676
36.4
17
88
2.9
3.9
1.3
0.32983
0.04116
1977
20.3
11
93
0.9
2.6
0.9
0.00013
0.00191
2379
-
-
-
-
-
-
0.00000
0.00014
2187
17.4
14
92
0.1
2.6
0.8
0.00023
0.00030
0188
34.8
14
108
1.4
3.9
1.1
0.04744
0.00269
0289
19.0
13
95
0.5
2.7
0.8
0.00041
0.00105
0190
17.7
13
88
0.3
2.6
0.8
0.00016
0.00047
3190
32.8
17
87
1.0
4.0
1.0
0.03248
0.00353
2691
14.8
17
90
0.0
2.5
0.7
0.00017
0.00017
1592
33.5
17
87
2.1
3.9
1.2
0.12582
0.00306
3192
31.2
14
86
1.4
3.7
1.1
0.03677
0.00272
3594
-
-
-
-
-
-
0.00000
0.00000
0597
44.3
17
92
2.1
4.5
1.2
0.25659
0.02580
2997
26.2
14
103
0.6
3.4
0.9
0.00544
0.00433
5163
36.7
17
73
2.8
4.0
1.3
0.31067
0.03686
6163
18.0
14
121
0.6
2.6
0.8
0.00093
0.00108
D3
Appendix D
Tables of Maximum Overtopping Rates and Other Information by Storm
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