Table D9
Wave Parameters, Water Level Components, and Maximum
Overtopping Rates by Storm, Sta 16+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
0.00021
0.00021
0150
11.9
13
80
0.1
1.8
0.7
0.00002
0.00002
0853
26.2
14
92
0.9
3.4
1.0
0.01044
0.00420
1953
14.2
11
103
0.4
2.0
0.7
0.00009
0.00009
1557
17.4
13
97
0.5
2.5
0.8
0.00063
0.00063
2057
40.1
14
83
1.4
4.2
1.2
0.07889
0.00419
1861
15.8
13
80
0.2
2.4
0.7
0.00020
0.00020
2762
40.3
14
81
3.2
3.9
1.4
0.42443
0.07245
0163
22.3
17
113
0.8
3.3
0.9
0.00662
0.00401
2563
27.3
14
103
0.5
3.6
0.9
0.00683
0.00403
2965
12.4
14
90
0.0
2.0
0.6
0.00003
0.00003
3367
31.2
17
96
0.6
4.0
1.0
0.01784
0.00391
2168
14.9
11
103
0.3
2.1
0.7
0.00011
0.00011
0571
16.8
13
82
0.3
2.5
0.8
0.00035
0.00035
0676
36.2
17
88
3.0
3.9
1.3
0.33460
0.03637
1977
20.3
11
93
0.9
2.6
0.9
0.00202
0.00202
2379
15.3
10
81
0.5
2.0
0.8
0.00015
0.00015
2187
17.3
14
92
0.1
2.7
0.8
0.00034
0.00034
0188
35.0
14
108
1.3
3.9
1.1
0.04634
0.00268
0289
19.1
13
95
0.5
2.7
0.8
0.00116
0.00116
0190
17.6
13
88
0.3
2.6
0.8
0.00050
0.00050
3190
32.6
17
87
1.0
4.1
1.0
0.03550
0.00383
2691
14.7
17
90
0.0
2.5
0.7
0.00019
0.00019
1592
33.2
17
87
2.1
3.9
1.2
0.12840
0.00323
3192
31.0
14
86
1.4
3.7
1.1
0.03605
0.00281
3594
-
-
-
-
-
-
0.00000
0.00000
0597
44.2
17
92
2.1
4.5
1.2
0.23873
0.01201
2997
26.4
14
103
0.5
3.5
0.9
0.00559
0.00413
5163
36.0
17
73
2.8
3.9
1.3
0.30145
0.02627
6163
18.6
14
121
0.6
2.7
0.8
0.00128
0.00128
D10
Appendix D
Tables of Maximum Overtopping Rates and Other Information by Storm
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