Table D10
Wave Parameters, Water Level Components, and Maximum
Overtopping Rates by Storm, Sta 18+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
16.2
11
103
0.4
2.1
0.7
0.00014
0.00014
0150
11.6
13
80
0.1
1.6
0.6
0.00001
0.00001
0853
26.1
14
92
0.9
3.3
0.9
0.00789
0.00392
1953
14.4
11
103
0.3
1.8
0.7
0.00005
0.00005
1557
17.5
13
97
0.5
2.4
0.8
0.00063
0.00043
2057
39.6
14
83
1.4
4.1
1.1
0.06368
0.00329
1861
15.5
13
80
0.2
2.2
0.7
0.00010
0.00010
2762
39.8
14
81
3.2
3.8
1.4
0.40801
0.07179
0163
23.2
17
113
0.8
3.2
0.9
0.00579
0.00336
2563
27.5
14
103
0.5
3.4
0.9
0.00504
0.00425
2965
11.7
14
90
0.0
1.7
0.6
0.00001
0.00001
3367
31.3
17
96
0.6
3.9
1.0
0.01354
0.00417
2168
15.1
11
103
0.3
1.9
0.7
0.00007
0.00007
0571
16.5
13
82
0.3
2.3
0.7
0.00019
0.00019
0676
36.0
17
88
2.9
3.9
1.3
0.31984
0.03544
1977
20.2
11
93
0.9
2.5
0.9
0.00143
0.00143
2379
15.1
10
81
0.5
1.8
0.7
0.00009
0.00009
2187
17.2
14
92
0.1
2.5
0.7
0.00020
0.00020
0188
35.4
14
108
1.3
3.8
1.1
0.03982
0.00388
0289
19.2
13
95
0.5
2.6
0.8
0.00081
0.00081
0190
17.4
13
88
0.3
2.4
0.8
0.00030
0.00030
3190
32.2
17
87
1.0
3.9
1.0
0.02754
0.00381
2691
14.6
17
90
0.0
2.4
0.7
0.00011
0.00011
1592
30.7
14
86
2.1
3.8
1.2
0.11360
0.00414
3192
30.7
14
86
1.4
3.5
1.1
0.02930
0.00390
3594
-
-
-
-
-
-
0.00000
0.00000
0597
44.0
17
92
2.0
4.4
1.2
0.21164
0.00890
2997
26.5
14
103
0.5
3.3
0.9
0.00408
0.00408
5163
35.0
17
73
2.8
3.8
1.3
0.26961
0.02061
6163
19.3
14
121
0.6
2.7
0.8
0.00108
0.00108
D11
Appendix D
Tables of Maximum Overtopping Rates and Other Information by Storm
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