Ocean Current and Wave Measurements at the
Jacksonville and Fernandina Beach
Ocean Dredged Material Disposal Sites
August 2006 through September 2007
r*1
Fernandina Beach
ODMDSADCP
02 4km
Jacksonville
ODMDSADCP
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EPA-904-R-09-001
January 2009
Ocean Current and Wave Measurements
at the
Jacksonville and Fernandina Beach Ocean Dredged Material Disposal Sites
August 2006 through September 2007
By:
Christopher J. McArthur, P.E.
Coastal Section
Water Management Division
&
Mel Parsons
Ecological Evaluation Section
Science and Ecosystem Support Division
with funding from:
U.S. Army Corps of Engineers
Jacksonville District
Under Interagency Agreement #RW-96-94593601
MIPR #W32CS561382682 & W32CS572157843
U.S. Environmental Protection Agency Region 4
Atlanta, Georgia
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Table of Contents
1.0 Introduction 1
2.0 Methods 1
2.1 Study Area 1
2.2 Deployment Periods 2
2.3 Instrumentation 2
2.4 Data Analysis 4
2.4.1 Wave Data 4
2.4.2 Current Data 4
3.0 Results
3.1 Jacksonville ODMDS Waves 5
3.2 Fernandina Beach ODMDS Waves 6
3.3 Jacksonville ODMDS Currents 6
3.4 Fernandina Beach ODMDS Currents 8
4.0 Summary and Conclusions 10
5.0 References 12
Tables
Table 1 Deployment periods 2
Table 2 ADCP Settings 3
Table 3 Principal Tidal Constituents at the Jacksonville and
Fernandina Beach ODMDSs 7
Table 4 Summary of Harmonic Analysis of Water Depth at the Jacksonville ODMDS.... 7
Table 5 Summary of Harmonic Analysis of Currents at the Jacksonville ODMDS 8
Table 6 Summary of Harmonic Analysis of Water Depth at the
Fernandina Beach ODMDS 9
Table 7 Summary of Harmonic Analysis of Currents at the
Fernandina Beach ODMDS 10
Table 8 Recommended STFATE ambient velocity parameters for the
Jacksonville ODMDS 11
Table 9 Recommended STFATE ambient velocity parameters for the
Fernandina Beach ODMDS 11
Appendices
Appendix A
Appendix B
Appendix C
Appendix D
Figures
Data Files
Complete Tidal Analysis Output from T_TIDE
CDIP Station 132 Historical Wave Statistics
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Ocean Current and Wave Measurements at the
Jacksonville and Fernandina Beach Ocean Dredged Material Disposal Sites
1.0 INTRODUCTION
It is the responsibility of the U.S. Environmental Protection Agency (EPA) and the U.S. Army
Corps of Engineers (USAGE) under the Marine Protection, Research, and Sanctuaries Act
(MPRSA) of 1972 to manage and monitor each of the Ocean Dredged Material Disposal Sites
(ODMDSs) designated by the EPA pursuant to Section 102 of MPRSA. Additionally, the
Memorandum of Understanding (MOU) between EPA Region 4 and the USAGE South Atlantic
Division specifies that it is in the best interest of the EPA and the USAGE to act in partnership
concerning the management and monitoring of all ODMDSs.
A Site Management and Monitoring Plan (SMMP) was developed and finalized by the EPA and
USAGE for the Jacksonville ODMDS in June 1997 and subsequently revised in November 2007.
The SMMPs called for the collection of data, including wave conditions and currents at the site,
in order to model the capacity of the ODMDS. Current data would also be used for the
development of standard water quality model input parameters for dredged material
environmental evaluations. A SMMP was developed and finalized for the Fernandina Beach
ODMDS in December 1998. This SMMP also called for modeling to determine the capacity of
the ODMDS.
In February 2003, EPA Region 4 and the USAGE Jacksonville District entered into a joint
agreement to jointly manage and monitor ODMDSs within the Jacksonville District.
Amendment 2 to the agreement was added in July 2006. This amendment provided funds to
EPA to characterize the current and wave climate at the Jacksonville and Fernandina Beach
ODMDSs over a period of one year. This report details the results of that study.
2.0 METHODS
2.1 Study Area
The study area consists of the ocean waters within 15 kilometers (8 nautical miles) of the
northeast Florida coast. A location approximately 220 meters (725 feet) south of the southwest
corner of the Jacksonville ODMDS and 8.7 kilometers (4.7 nautical miles) east of Jacksonville
Beach, Florida was selected for the Jacksonville ODMDS instrument deployment. The
coordinates of the instrument deployment location are: 30ฐ20.397' N, 81ฐ18.299' W. For the
Fernandina Beach ODMDS instrument, a location 426 meters (1,400 feet) inside the southern
boundary of the Fernandina Beach ODMDS was selected for instrument deployment. This area
is within a buffer area where disposal does not occur and is approximately 14.3 kilometers (7.7
nautical miles) east of Amelia Island, Florida at 30ฐ31.260' N, 81ฐ 18.23 8' W. The Jacksonville
ODMDS and Fernandina Beach ODMDS instruments were deployed in water depths of 14.6
meters (48 feet) and 15.5 meters (51 feet), respectively. Instrument locations are shown in figure
1.
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2.2 Deployment Periods
A concrete base for the Jacksonville ODMDS instrumentation was designed and built for EPA
by the National Oceanic and Atmospheric Administration Atlantic Oceanographic and
Meteorological Laboratory in Miami, Florida (figure 2). The base was deployed in May, 2006
from the EPA Ocean Survey Vessel (OSV Bold). A diver deployable fiberglass base
manufactured by Ocean Science was utilized at the Fernandina Beach ODMDS (figure 3). The
instruments required four deployments each of 3 to 4 months beginning on August 8, 2006. The
deployment periods are shown in Table 1.
Table 1: ADCP Deployment Periods
First Ensemble Date-Time (UTC) Last Ensemble Date-Time (UTC)
Duration
Jacksonville ODMDS
8/08/2006 23:3Ohr
10/17/2006 10:45hr
69 days, 11.25hrs
10/19/2006 16:15hr
02/07/2007 14:
HO days, 22 hrs
02/08/2007 15:15hr
06/05/2007 ll:15hr
116 days, 20 hrs
06/06/2007 14:00hr
09/05/2007 ll:15hr
90 days, 21.25 hrs
Fernandina Beach ODMDS
08/09/2006 18:30hr
10/19/2006 19:45hr
02/08/2007 22:00hr
06/06/2007 18:45hr
j 02/08/2007 09 :15hr
1 06/06/2007 16:30hr
09/05/2007 18:00hr
69 days, 20.25 hrs
111 days, 13. 5 hrs
117 days, 18. 5 hrs
90 days, 23. 25 hrs
2.3 Instrumentation
600 kHz Acoustic Doppler Current Profilers (ADCP) manufactured by RD Instruments were
used to measure wave parameters and currents at the Jacksonville ODMDS and currents only at
the Fernandina Beach ODMDS. The Coastal Data Information Program (CDIP) maintains a
Datawell directional wave buoy 18 kilometers (10 nautical miles) north of the Fernandina
ODMDS at 30ฐ43.12' N, 81ฐ17.57' W and at a water depth of 16 meters (53 feet). These buoys
use hippy heave-pitch-roll sensors to measure wave direction as well as wave energy (CDIP,
2008). Data from this instrument was used to characterize waves at the Fernandina Beach
ODMDS.
ADCPs work by transmitting sound along four separate beams at a fixed frequency and listening
to the echoes returned by sound scatterers, such as plankton or small particles, in the water. By
calculating the Doppler shift and time of travel of the echoes, the ADCP can calculate velocities
for various depths in the water. The calculations performed by the instrument split the water
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column into equally sized depth cells or bins (in this case the bin size was set at 0.5 m). In each
bin, an average velocity vector is calculated. The raw data from the instrument is reported as a
velocity magnitude and direction for each bin.
To calculate wave parameters, the wave orbital velocities below the surface are measured by the
ADCP. To get a surface height spectrum the velocity spectrum is translated to surface
displacement using linear wave kinematics. The ADCP can also measure wave height spectra
from its pressure sensor and from echo ranging the surface. For directional spectrum, each depth
cell of the ADCP can be considered to be an independent sensor that makes a measurement of
one component of the wave field velocity. The ensemble of depth cells along the four beams
constitutes an array of sensors from which magnitude and directional information about the wave
field can be determined. (Strong, 2000)
In this study the velocity or current profile was sampled every 15 minutes and waves every three
hours using the ADCP. Wave data from the CDIP instrument is collected every hour. EPA
instrument settings are summarized in table 2.
Table 2: ADCP Settings
ADCP Setup
Number of Bins ,
Bin Size (m)
Pings per Ensemble- Currents >
Interval - Currents (h:m:s) ;
Burst Duration - Waves (minutes)
Burst Interval - Waves (h:m:s) \
Salinity (ppt)
Magnetic Variation (degrees) |
Temperature (C) i
First Bin Range (m)
Last Bin Range (m) '
Battery Usage (Wh) / Maximum Deployment I
Duration (days) |
Available Storage / Required Storage (MB) \
Minimum Observable Wave Period for non- !
directional (sec) !
Jacksonville
ODMDS
35
0.50 (1.6 ft)
360
20
03:00:00
35
-5.7
25.5
1.5 (4.9 ft)
19 (62 ft)
1410/130
600/196
2.02
Fernandina Beach
] ODMDS
i 28-30
| 0.50 (1.6 ft)
150-210
00:15:00
; N/A
N/A
35
1 -5.7
i 20
I 1.5 (4.9 ft)
15-16 (49-53 ft)
| 400/115
! 10/8
i N/A
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ADCP Setup
Jacksonville Fernandina Beach
ODMDS ODMDS
Minimum Observable Wave Period for 3.01 N/A
directional (sec)
Samples per Wave
Altitude of Sensor
Burst ] 2400 N/A
Head above the bottom (m) 0.5 1 (
1.6ft) 0.46 (1.5 ft)
The ADCPs were mounted in the bases with their face oriented up at approximately 0.5 meters
above the bottom. Therefore, the first bin measurement is actually approximately two meters
above the bottom.
2.4 Data Analysis
2.4.1 Wave Data
Raw binary data files from the instrument were converted utilizing the RD Instruments software
WaveMonฎ into binary waves data files and binary current data files utilizing the protocols and
processing options outlined in the United States Geological Survey (USGS) Wave Data
Processing Toolbox Manual (USGS, 2006). The USGS Wave Data Processing Toolbox
MATLABฎ programs were used to remove out-of-water data collected during instrument
deployment and recovery and to convert the statistical wave parameters to EPIC-standard
variables (NOAA-PMEL, 2006) and write the data to a NetCDF file (Unidata, 2008) for
distribution and archival. The NetCDF format embeds a metadata structure with the data to
document pertinent information regarding the deployment and the parameters used to process the
data. NetCDF data is portable to any computer platform and is viewable with public-domain
freely available software (e.g. ncbrowse).
Wave parameters for the Fernandina Beach ODMDS were extracted from the CDIP website for
the months of interest. For both locations, summary and statistical information are presented for
significant wave height (average of the 1/3 largest wave), dominant ( or peak) wave period, and
dominant wave direction
2.4.2 Current Data
Current data was processed using the USGS ADCP Data Processing System (USGS, 2005) and
CMGTool (USGS, 2002). The ADCP Data Processing System consists of a series of
MATLABฎ programs that allows for data editing and quality assessment and converts the data
into NetCDF format with embedded metadata and in an EPIC compatible format. The ADCP
Data Processing System was used to check the data files for missing ensembles and to remove
bad data from the beginning and end of the files. CMGTooL provides a library of MATLABฎ
programs for analyzing ADCP data. These programs were used to conduct smoothing and
lowpass filtering of the data.
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Because the ADCP reports current data for bins beyond the surface, the bins beyond the surface
need to be removed from the record. The depth and surface bins were determined using the
depths reported in the ADCP Data Processing System from the pressure sensor and/or the echo
return intensity. For the Jacksonville ODMDS, the depth was determined to vary from 12.5 to
16 meters (41 to 52.5 feet) above the ADCP corresponding to bins 23 to 30. For the Fernandina
Beach ODMDS, the depth was determined to vary from 13 to 16 meters (43.7 to 52.5 feet) above
the ADCP corresponding to bins 23 to 30. However, due to the instrument setup (see table 2) the
surface was sometimes slightly above the range of the Fernandina Beach ODMDS instrument
and a consistent depth reading was not discernable for all deployments at high tide.
Additionally, the surface can provide scatterers in the water column that can overwhelm the side
lobe suppression of the transducers. Therefore, RD Instruments (1996) cautions that data from
the upper 6% of the water column can be contaminated. Echo intensity and percent good values
for each bin were examined. Percent good values report percentages of 1) 3-beam
transformations, 2) transformations rejected, 3) more than one bad beam and 4) 4-beam
transformations for each bin and ensemble. These were examined and it was found that there
were consistently a high percentage of 4 beam transformations in bins 1 through 20 for the
Jacksonville ODMDS data and bins 1 through 22 for the Fernandina Beach ODMDS. Therefore,
it was determined that bins 1 through 20 and 1 through 22 provide reliable current data for the
Jacksonville and Fernandina Beach ODMDSs, respectively. This correlates to 1.5 to 11 meters
(4.9 to 36 feet) above the instrument face for the Jacksonville ODMDS and 1.5 to 12 meters (4.9
to 39 feet) for Fernandina Beach ODMDS.
Surface, bottom and depth average currents were analyzed. Bin 20 (11 meters or 36 feet) and bin
22 (12 meters or 39.4 feet) were selected to represent surface currents at the Jacksonville and
Fernandina Beach ODMDSs, respectively. Bin 1 was used to represent bottom currents at both
ODMDSs. To determine average currents, the bins were averaged from bin 1 to the surface bin.
To average over the bins, each corresponding magnitude and direction value were used to
calculate a north and east component for that bin at the specific time (ensemble). The north and
east components were then averaged for each ensemble. These average north and average east
components were then used to calculate an average current magnitude and direction for each
ensemble. Tidal components were examined after smoothing the data over one hour periods
utilizing both a low pass filter (USGS, 2002) and classical tidal harmonic analysis using a set of
MATLABฎ programs, T_Tide (Pawlowicz et. al., 2002). Harmonic analysis was conducted for
a 1 year data record beginning September 1, 2006.
3.0JAESULTS
3.1 Jacksonville ODMDS Waves
A wave rose for the entire deployment period is shown in figures 4 and 5 for wave height and
period, respectively. Waves are predominately out of the east and few exceed 2 meters (6.6 feet)
in height or 15 seconds in period. Figure 6 shows the wave roses for each quarterly deployment.
Figures 7 and 8 show box plots of the monthly significant wave heights and wave periods,
respectively. Monthly median significant wave heights ranged from 0.6 meters (2 feet) in
February to 1.1 meters (3.6 feet) in May. Wave periods were typically in the 4 to 12 second
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range. Histograms of significant wave height and wave period are shown in figures 9 and 10.
Overall, the median and mean wave heights were 0.80 and 0.90 meters (2.6 and 3.0 feet),
respectively. The median and mean wave period was 7.1 and 7.2 seconds, respectively.
3.2 Fernandina Beach ODMDS Waves
A wave rose for the entire deployment period is shown in figures 11 and 12 for wave height and
period, respectively. Waves are predominately out of the east and few exceed 2 meters (6.6 feet)
in height or 15 seconds in period. Figure 13 shows the wave roses for each quarterly
deployment. Figures 14 and 15 show box plots of the monthly significant wave heights and
wave periods, respectively. Monthly median significant wave heights ranged from 0.6 meters (2
feet) in February to 1.1 meters (3.6 feet) in May. Wave periods were typically in the 4 to 12
second range. Histograms of significant wave height and wave period are shown in figures 16
and 17. Overall, the median and mean wave height was 0.78 and 0.87 meters (2.6 and 2.9 feet),
respectively. The median and mean wave period was 7.7 and 7.9 seconds, respectively. For
comparison, historical wave statistics from the CDIP web page for this station are provided in
Appendix D.
3.3 Jacksonville ODMDS Currents
A current rose for depth average currents for the entire deployment period is shown in figure 18.
Currents flow is predominately in the north-northwest and south-southeast direction and rarely
exceeds 30 cm/sec (1.0 ft/sec) in magnitude. Quarterly current roses for depth average currents
are shown in figure 19. Seasonal differences due not appear to be significant. However, the
summer quarter showed a higher percentage of currents in the northerly direction than the other
quarters. Current roses for near surface and near bottom currents are shown in figures 20 to 21.
Near surface currents are approximately 1 to 4 meters (3 to 13 feet) below the surface depending
on tidal state. Near bottom currents are approximately 2 meters (6.5 feet) above the bottom (1.5
meters above the instrument face). Histograms for the currents are shown in figures 22 and 23.
As is typically the case, surface currents are stronger than near bottom currents. The median
surface current was 17 cm/sec (0.6 ft/sec) whereas the median bottom currents were 10 cm/sec
(0.3 ft/sec). The depth average median current velocity was 13 cm/sec (0.4 ft/sec). For depth
averaged currents most current measurements were in the 5 to 10 cm/sec (0.2 to 0.3 ft/sec) range
with 90 percent of the measurements below 25 cm/sec (0.9 ft/sec). The net direction of transport
as shown by a progressive vector diagram is to the southeast (see figure 24) with surface currents
having a stronger southerly component.
A low pass filter was applied to data smoothed over one hour periods to analyze non-tidal
variability. Results for the north/south and east/west current components for September are
shown in figures 25 and 26, respectively. The east/west component is tidally dominated whereas
the north/south component has a significant non-tidal component. Harmonic analysis revealed
that the principal tidal constituents are KI, Oi, M2, N2 and 82 (see table 3). Peak north/south
tidal currents were on the order of 10 to 20 cm/sec (0.3 to 0.7 ft/sec) and peak east/west tidal
currents were on the order of 5 to 12 cm/sec (0.2 to 0.4 ft/sec). Corresponding tidal excursions
are 1 to 2 kilometers (0.5 to 1 nautical miles) in the north/south direction and 1 to 1.3 kilometers
(0.5 to 0.7 nautical miles) in the east/west direction. Tables 4 and 5 provide a summary of the
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tidal constituent parameters for water depth and currents, respectively. Appendix C provides the
complete tidal analysis output from T_Tide. Figure 27 shows the tidal cycle as represented by
water depth for both the actual data set and a synthesized data set utilizing the calculated tidal
constituents. Two distinct high and low tides are seen per day.
Table 3: Principal Tidal Constituents at the Jacksonville and Fernandina ODMDSs
Symbol Name
Frequency (cycles/hour) Period (hours)
Oi
Principal lunar diurnal
0.0387
25.84
Lunisolar diurnal
0.0418
23.92
N2
12.66
M2
Principal lunar semidiurnal
0.0805
12.42
Principal solar semidiurnal
0.0833
12.00
Table 4: Summary of Harmonic Analysis of Water Depth at the Jacksonville ODMDS
Symbol : Amplitude (meters) I Phase (degrees)
Oi
N2
M2
S2
0.0756
0.1036
0.1693
0.7665
0.1295
200.95
196.67
353.91
15.75
41.61
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Table 5: Summary of Harmonic Analysis of Currents at the Jacksonville ODMDS
Symbol | Major Axis j Minor Axis | Inclination | Phase
! (cm/s) j (cm/s) j (cc from east-degrees) j (degrees)
Surface Currents
N2
M2
S2
Bottom Currents
N2
M2
S2
3.732 1 -0.822 | 118.91
3.441 -0.<
2.539 1 -0.
J97 118.69
113 | 117.46
1.916 0.076 115.81
290.15
308.65
333.26
276.58
291.07
310.84
Depth Averaged Currents
N2
M2
S2
3.349 i -0.492 [ 119.59
2.580 -0.:
149 118.36
285.13
303.46
325.68
3.4 Fernandina Beach ODMDS Currents
A current rose for depth average currents for the entire deployment period is shown in figure 28.
Currents flow predominately in the north-northwest and south-southeast direction and rarely
exceed 30 cm/sec (1 ft/sec) in magnitude. Quarterly current roses for depth average currents are
shown in figure 29. Seasonal differences due not appear to be significant. However, as was the
case at the Jacksonville ODMDS, the summer quarter showed a slightly higher percentage of
currents in the northerly direction than the other quarters. Current roses for near surface and
near bottom currents are shown in figures 30 to 31. Near surface currents are approximately 1.5
to 3.5 meters (4.9 to 11.5 feet) below the surface depending on tidal state. Near bottom currents
are approximately 2 meters (6.5 feet) above the bottom (1.5 meters above the instrument face).
Histograms for the currents are shown in figures 32 and 33. As is typically the case, surface
currents are stronger than near bottom currents. The median surface current was 16.5 cm/sec (0.5
ft/sec), whereas the median bottom currents were 10 cm/sec (0.3 cm/sec). The depth average
median current velocity was 13 cm/sec (0.4 ft/sec). For depth averaged currents most current
measurements were in the 5 to 10 cm/sec (0.2 to 03 cm/sec) range with 90 percent of the
measurements below 25 cm/sec (0.8 ft/sec). The net direction of transport as shown by a
progressive vector diagram was originally to the south followed by a northeasterly trend at the
surface and a northwesterly trend near the bottom and throughout the water column average (see
figure 34).
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A low pass filter was applied to data smoothed over one-hour periods to analyze non-tidal
variability. Results for the north/south and east/west current components for September are
shown in figures 35 and 36, respectively. The east/west component is tidally dominated whereas
the north/south component has a significant non-tidal component. For the period shown, there is
almost no east/west non-tidal current component. Harmonic analysis revealed that the principal
tidal constituents are KI, Oi, M2, N2 and 82 (see table 3 above). Peak north/south tidal currents
were on the order of 10 to 20 cm/sec (0.3 to 0.7 cm/sec) and peak east/west tidal currents were
on the order of 5 to 15 cm/sec (0.2 to 0.5 ft/sec). Corresponding tidal excursions are 1 to 3
kilometers (0.5 to 1.6 nautical miles) in the north/south direction and 1 to 2 kilometers (0.5 to 1
nautical miles) in the east/west direction. Tables 6 and 7 provide a summary of the tidal
constituent parameters for water depth and currents, respectively. Appendix C provides the
complete tidal analysis output from T_Tide. Figure 37 shows the tidal cycle as represented by
water depth for both the actual data set and a synthesized data set utilizing the calculated tidal
constituents. Two distinct high and low tides are seen per day.
Table 6: Summary of Harmonic Analysis of Water Depth at the Fernandina Beach ODMDS
Symbol Amplitude (meters) Phase (degrees)
O | 0.0404 | 219.64
KI \ 0.0757 ; 207.58
Nj | 0.1026 j 350.10
M2 ! 0.7067 I 16.16
S2
0.0695
35.87
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Table 7: Summary of Harmonic Analysis of Currents at the Fernandina Beach ODMDS
Symbol | Major Axis j Minor Axis | Inclination | Phase
! (cm/s) j (cm/s) | (cc from east-degrees) j (degrees)
Surface Currents
N2 1 3.968 1 -0.445 | 131.11
M2
S2 3.4
Bottom Currents
19 -0.651 129.06
N2 1 2.532 1 0.010 | 126.47
M2 ;
S2 2.1
12 0.000 122.95
284.94
303.72
330.48
269.14
283.96
311.20
Depth Averaged Currents
N2 I 3.518 i -0.280 [ 130.16
M2
S2 2.6
12 -0.199 126.59
278.18
296.36
321.28
4.0 SUMMARY AND CONCLUSIONS
Currents in the vicinity of the Jacksonville and Fernandina Beach ODMDSs tend to have a
significant tidal component with predominate currents flowing to the north-northwest and south-
southeast. There are no strong seasonal trends in the data, however, at both locations the
summer quarter showed a slightly higher percentage of currents in the northerly direction than
the other quarters. Current magnitudes at both sites were very similar statistically. The median
and 90th percentile surface, bottom and depth average currents were the same at both sites.
Surface currents exceeded 40 cm/sec (1.3 ft/sec) five percent of the time. The median surface
current at both sites was 17 cm/sec (0.6 ft/sec) whereas the median bottom current was 10 cm/sec
(0.3 ft/sec). Sandia National Labs (2007) determined that velocities near 60 cm/sec (2 ft/sec) or
a shear stress of 1 N/m2 (0.02 lb/ft2) are needed to initiate erosion of Mayport Harbor dredged
material. Near bottom currents of this magnitude seldom occur and therefore erosion of material
would only likely occur prior to consolidation in the absence of major storms or large wave
events.
Waves in the vicinity of the Jacksonville and Fernandina Beach ODMDSs are out of the east-
southeast. Monthly wave statistics were very similar at both monitoring locations with an
overall median wave height of 0.80 meters (2.6 feet) at the Jacksonville ODMDS and 0.78
meters (2.6 feet) at the CDIP location north of the Fernandina Beach ODMDS. The highest
measured waves were in excess of 3 meters (9.8 feet) at both sites and occurred in June. Figure
38 compares the measured ocean wave height mean values at the ODMDSs to the Wave
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Information Study (WIS) hindcast data from 1980 through 1999 (U.S. Army, 2008). In general,
measured wave heights were less than those in the WIS. The most frequent wave period at both
sites was 10 seconds. Based on linear wave theory, wave periods in excess of 4 seconds are of
sufficient length to influence bottom velocities at the depths of the ODMDSs and therefore
waves are likely to affect resuspension and transport of dredged material at the ODMDSs. Using
the equations for wave related shear stress presented in U.S. Army (1998), wave conditions are
such that the critical shear stress would be exceeded due to waves 84% of the time at the
Jacksonville ODMDS and 89% of the time at the Fernandina Beach ODMDS. Waves are
therefore the primary factor influencing resuspension of disposed dredged material at these
ODMDS, whereas currents probably affect the direction and magnitude of transport.
Current data from this study will be used to update the STFATE model inputs for dredged
material evaluations. Using the median values in this report, model input parameters should be
revised in accordance with tables 8 and 9:
Table 8: Recommended STFATE ambient velocity parameters for the Jacksonville ODMDS
Existing Velocities (fps) I Proposed Revised Velocities
Depth (ft)
8.4
39.6
Magnitude
0.56
0.33
Direction
173ฐ from North
160ฐ from North
Depth (ft)
8.2
40.0
Magnitude
0.56
0.33
Direction
15 8ฐ from North
15 8ฐ from North
Table 9: Recommended STFATE ambient velocity parameters for the Fernandina Beach
ODMDS
Existing Velocities (fps) | Proposed Revised Velocities
Depth (ft) Magnitude Direction i Depth (ft) Magnitude '. Direction
Logarithmic
Profile |
j 0ฐ from North
8.2
| 42.3
0.54
| 0.34
3 3 8ฐ from North
| 3 3 8ฐ from North
Data will also be used to model the long-term fate of dredged material at the Jacksonville and
Fernandina Beach ODMDSs utilizing MDFATE and LTFATE. Required MDFATE and
LTFATE input parameters include: wave height, wave period and wave direction at three hour
intervals and the tidal harmonic constituents and ambient current data. As a result of this data is
now available.
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5.0 REFERENCES
Coastal Data Information Program, http://cdip.ucsd.edu/ Accessed 2008 Feb. 4.
Coastal Engineering Research Center (1984). Shore Protection Manual. Department of the Army
Waterways Experiment Station. Vicksburg, MS.
Godin, Gabriel (1972). The Analysis of Tides. University of Toronto Press, Toronto, 264pp.
National Oceanic and Atmospheric Administration Pacific Marine Environmental Laboratory
(NOAA-PEML). http://www.epic.noaa.gov/epic/index.html. May 26, 2006.
Pawlowicz, R., B. Beardsley, and S. Lentz, (2002) Classical tidal harmonic analysis including
error estimates inMATLAB using T TIDE, Computers and Geosciences 28 (2002), pp. 929-937.
RD Instruments (1996) Acoustic Doppler Current Profiler: Principles of Operation, A Practical
Primer. January 1996, San Diego.
Strong, Brandon (2000). Workhorse ADCP Multi-Directional Wave Gauge Primer. RD
Instruments. Oct. 2000.
Sandia National Laboratories (2007). Draft Jacksonville Harbor ODMDS Dredged Material
Erosion Rate Analysis. Carlsbad, N.M. May, 2007.
Unidata NetCDF (network Common Data Form).
http://www.unidata.ucar.edu/software/netcdf/index.html Accessed 2008 Feb. 5.
U.S. Army Engineer Waterways Experiment Station. (1998). LTFATE cohesive sediment
transport model, Technical Note DOER-N1, Vicksburg, MS.
U.S. Army Engineer Research Center Coastal Hydraulics Laboratory (2008). Wave Information
Study. http://frfusace.army.mil/cgi-bin/wis/atl/atl_main.html Accessed 2008 March 1. Stations
405 & 409.
U.S. Geological Survey (2005). Acoustic Doppler Current Profiler Data Processing System
Manual Open-File Report 00-458, Version 3. Woods Hole, MA. Sept. 2005.
U.S. Geological Survey (2006). Wave Data Processing Toolbox Manual. Open-File Report
2005-1211. Woods Hole, MA.
-12-
-------
APPENDIX A
FIGURES
-------
List of Figures
Figure 1 Instrumentation Location
Figure 2 Jacksonville ODMDS Concrete ADCP Base
Figure 3 Fernandina Beach ODMDS ADCP Base
Figure 4 Jacksonville ODMDS Wave Rose for Significant Wave Height
Figure 5 Jacksonville ODMDS Wave Rose for Peak Wave Period
Figure 6 Jacksonville ODMDS Quarterly Wave Rose Diagrams
Figure 7 Jacksonville ODMDS Monthly Significant Wave Heights
Figure 8 Jacksonville ODMDS Monthly Peak Wave Periods
Figure 9 Jacksonville ODMDS Histogram of Significant Wave Height
Figure 10 Jacksonville ODMDS Histogram of Peak Wave Period
Figure 11 Fernandina Beach ODMDS (CDIP Station 132) Wave Rose for Significant Wave
Height
Figure 12 Fernandina Beach ODMDS (CDIP Station 132) Wave Rose for Peak Wave
Period
Figure 13 Fernandina Beach ODMDS (CDIP Station 132) Quarterly Wave Rose Diagrams
Figure 14 Fernandina Beach ODMDS (CDIP Station 132) Monthly Significant Wave
Heights
Figure 15 Fernandina Beach ODMDS (CDIP Station 132) Monthly Peak Wave Periods
Figure 16 Fernandina Beach ODMDS (CDIP Station 132) Histogram of Significant Wave
Height
Figure 17 Fernandina Beach ODMDS (CDIP Station 132) Histogram of Peak Wave Period
Figure 18 Jacksonville ODMDS Depth Averaged Current Rose Diagram
Figure 19 Jacksonville ODMDS Quarterly Current Rose Diagram for Depth Averaged
Currents
Figure 20 Jacksonville ODMDS Current Rose for Near Surface Currents
Figure 21 Jacksonville ODMDS Current Rose for Near Bottom Currents
Figure 22 Jacksonville ODMDS Current Magnitude Histogram
Figure 23 Jacksonville ODMDS Current Direction Histogram
Figure 24 Jacksonville ODMDS Progressive Vector Diagram
Figure 25 Jacksonville ODMDS Filtered and Tidal Currents (north/south component) for
September 2006
Figure 26 Jacksonville ODMDS Filtered and Tidal Currents (east/west component) for
September 2006
Figure 27 Jacksonville ODMDS Tides for March 2007
Figure 28 Fernandina Beach ODMDS Depth Averaged Current Rose Diagram
Figure 29 Fernandina Beach ODMDS Quarterly Current Rose Diagram for Depth Averaged
Currents
Figure 30 Fernandina Beach ODMDS Current Rose for Near Surface Currents
Figure 31 Fernandina Beach ODMDS Current Rose for Near Bottom Currents
Figure 32 Fernandina Beach ODMDS Current Magnitude Histogram
Figure 33 Fernandina Beach ODMDS Current Direction Histogram
Figure 34 Fernandina Beach ODMDS Progressive Vector Diagram
-------
Figure 35 Fernandina Beach ODMDS Filtered and Tidal Currents (north/south component)
for September 2006
Figure 36 Fernandina Beach ODMDS Filtered and Tidal Currents (east/west component) for
September 2006
Figure 37 Fernandina Beach ODMDS Tides for March 2007
Figure 38 Comparison of Measured Mean Wave Height to Wave Information Study (WIS)
Hindcast Mean Wave Heights
-------
GDIP Wave Buoy
Fernandina Beach
ODMDS ADCP
Jacksonville
ODMDS ADCP
Figure 1: Instrument Location Map
-------
Figure 2: Jacksonville ODMDS Concrete ADCP Base
Figure 3: Fernandina Beach ODMDS ADCP Base
-------
315 /
North
0
Wave Height (meters)
<=0.5
>0.5-1
I >1 -1.5
>1.5-2
I \>2-2.5
>2.5
45
\
270
Frequency
-15% 20% 2$%
90
225
135
180
Figure 4: Jacksonville ODMDS Wave Rose for Significant Wave Height
Wave Period (seconds)
<=5
>5-10
North
315
45
270
Frequency \
10%_15% 20% 25%
90
225
135
180
Figure 5: Jacksonville ODMDS Wave Rose for Peak Wave Period
-------
' Wave Height (meters)
|<=0.5
Wave Height (meters)
|<=0.5
September-
November
December-
February
it
Frequency \
15% 20% 25%
March
- May
Wave Height (meters)
|<=0.5
>2-2.5
>2.5
Frequency \
15% 20% 2*'
Wave Height (meters)
<=0.5
>1- 1.5
>2-2.5
June -
August
Frequency
Figure 6: Jacksonville ODMDS Quarterly Wave Rose Diagrams
-------
3 -
1 -
m
ฑ
i :
! I i
ฑฑฑJ
ฑ
. I
ฑ
T T T '
- 10
- 8
- 6
- 4
- 2
0
1
ฃ
co
I
,p
I
O
5 ฃ
-I ^
J /.
co
Figure 7: Jacksonville ODMDS Monthly Significant Wave Heights
20
15 -
8
CD
C/)
5 -
T
I
' T
II!
I
*-*-*-*- X
0)0)0)0) O
-Q -O -O -O fp
1
s
CO
8
o"
c
1
i? o7
I ฃ
T 3>
CO
Figure 8: Jacksonville ODMDS Monthly Peak Wave Periods
-------
IU70 -
14% -
12% -
>, 10% "
o
c
CD
=5 8% -
cr
^ 6% -
4% -
2% -
0% -
0.0
r
Tf
_^
/^
]/
*
/
y
/
/
/
1
/
/
/
/
-
~l
^-
nn
0.5 1.0 1.5
^
n
2.0
.
Mean = 0.90 meters
Median = 0.80 meters
n n n n n ^
- I UU70
- 90%
- 80%
- 70% ^
o
- 60% 1
O"
- 50% S>
ro
- 40% |
- 30%
- 20%
- 10%
. no/.
2.5 3.0 3.5
Significant Wave Height (m)
Figure 9:
20% -
>. 15% -
o
c
CD
O"
CD
LJ- 10% -
5% -
no/. .
x
Jacksonville ODMDS Histogram of Significant Wave Height
^
/
/
/
/
/
/
/
f
t
X
y
s
/
/
/
1
s
X
x-
inn
mean = 7.2 seconds
median = 7.1 seconds
I I l~~l l~~l , ,
i \j\j
- 90
- 80
- 70 >,
0
c
0)
- 60 =
E_
- 50
"-P
cc
- 40 "5
E
- 30 ฐ
- 20
- 10
- n
0
20
5 10 15
Dominant Wave Period (seconds)
Figure 10: Jacksonville ODMDS Histogram of Peak Wave Period
-------
315
North
0
Wave Height (meters)
<=0.5
O>0.5- 1
n>i -is
45
270
Frequency
0% 10% 20% 3Q%
<> _^Tt
90
25 \
135
180
Figure 11: Fernandina Beach ODMDS (CD\P Station 132)
Wave Rose for Significant Wave Height r wavepenod(seconds) -
North
<=5
>5-10
>10- 15
O>15
315
45
270
225
/ 135
180
Figure 12: Fernandina Beach ODMDS (CDIP Station 132)
Wave Rose for Peak Wave Period
-------
' Wave Height (meters)
Q>0.5-1
>1 -1.5
>1.5-2
>2-2.5
' Wave Height (meters)
<=0.5
>2-2.5
/ September
/ November
December-
February
Frequency
10% 20% 3*'
<ฐorth
Wave Height (meters)
<=0.5
>2-2.5
l>2.5
-lorth
Wave Height (meters)
<=0.5
>2-2.5
l>2.5
March
- May
Frequency
20% 30%
June -
August
Frequency
10% 20% 30%
^ TT
:\^f
Figure 13: Fernandina Beach ODMDS (CDIP Station 132) Quarterly Wave Rose Diagrams
-------
ฃ
"CD
3 -
2 -
1
0_
i
l
. i i
i I i -- i
41
I
^ HH i_i LI | i rn T
1 i
Co Co Co Co /^ /^ /^ /^ /^ /^
& & & & & & & & & &
tjlj-j-jjjjj^^^
CO O CO CO /-TT -Q "^
SO * P -? .o>
1
A
,c
1-
^
5
^
+
,0
- 10
- 8
- 6
- 4
CO
Figure 14: Fernandina Beach ODMDS (CD\P Station 132) Monthly
Significant Wave Heights
25
tn
-a
c
o
o
CD
C/5
20 -
15 -
10 -
5 -
CO
CO
1
ฃ
I
I
#
o^
0)
Q
I
I
0}
f
I
Figure 15: Fernandina Beach ODMDS (CD\P Station 132) Monthly
Peak Wave Periods
-------
o
c
0
3
cr
0
14% -
12% -
10% -
8% -
6% -
4% -
2% -
0% -
n/
, rp-lfT
I
J
1
-
I
n
/
-
/
/
/
i
/
/
/
r
-
V
/
/
-
/
^^^^
^^
Mean = 0.87 meters
Median = 0.78 meters
n
H fin r-i n n
1,1 1,1 1,1 1,1 1, 1 fjl f7l \\ [71 r^ rp rp n , , , , , ,_
- 90%
- 80%
- 70%
- 60%
- 50%
- 40%
- 30%
- 20%
- 10%
- 0%
>,
o
ro
^
E
^
O
0.0 0.5 1.0 1.5 2.0 2.5
Significant Wave Height (m)
3.0
3.5
Figure 16: Fernandina Beach ODMDS (CDIP Station 132)
Histogram of Significant Wave Height
25%
20% -
15% -
CD
D
CT
0>
10% -
5% -
0%
mean = 7.9 seconds
median = 7.7 seconds
100
- 90
- 80
- 70
- 60
- 50
- 40
- 30
- 20
- 10
0
o
c
0)
0)
'-^
JO
3
3
O
0 5 10 15
Dominant Wave Period (seconds)
Figure 17: Fernandina Beach ODMDS (CDIP Station 132)
Histogram of Peak Wave Period
20
-------
North
0
315
270
225
45
Depth Averaged Currents
90
16%
135
Current Speed
(cm/sec)
- 10
- 15
>15-20
>20 - 25
>25 - 30
>30
180
Figure 18: Jacksonville ODMDS Depth Averaged Current Rose Diagram
-------
North
0
North
0
315
270
90
180
North
0
315 X
270
90
225
135
315 X
45
/Dec. -
Feb. x
270
90
10% 20%A
^Frequency /
225
225 Ay
\/ 135
180
180
Figure 19: Jacksonville ODMDS Quarterly Current Rose Diagrams for Depth Averaged Currents
-------
North
0
315
45
270
Near Surface Currents
Current Speed
(cm/sec)
n<=5
>5-10
EH>10-15
>15-20
>20 - 25
>25 - 30
I I >30 - 35
225
135
180
Figure 20: Jacksonville ODMDS Current Rose for Near Surface Currents
Near Bottom Currents
North
0
315 /
\ 45
270
90
12% 16%
Current Speed
(cm/sec)
I l<=5
>5-10
EH>10-15
I l>15-20
>20 - 25
>25 - 30
I |>30
225
135
180
Figure 21: Jacksonville ODMDS Current Rose for Near Bottom Currents
-------
35%
30% -
Depth Average
Near Bottom
^H Surface
Depth Average
-O- Near Bottom
T Surface
0%
0
10
35 40
o
O>
-
O>
E
^
O
15 20 25 30
Current Speed (cm/sec)
Figure 22: Jacksonville ODMDS Current Magnitude Histogram
45
au /o -
40% -
>, 30% -
c
CD
CT
ฃ 20% -
10% -
no/. .
ml
, I
^H Depth Average
I I Near Bottom
^H Surface
North
East South
Current Direction
West
Figure 23: Jacksonville ODMDS Current Direction Histogram
-------
200
0 -
-200 -
-400 -
ฃ=
CO
Q -600 -
-e
o
-800 -
-1000 -
-1200 -
-1400
Sept '07
Depth Average
Currents
Sept '07
Aug '06
Surface Currents
Depth Average Currents
Surface Currents
Bottom Currents
-300 -250 -200 -150 -100 -50
East/West Distance (km)
0 50
Figure 24: Jacksonville ODMDS Progressive Vector Diagram
-------
9/11/06
9/21/06
10/1/06
40
o
~ 20 -
o
_o
CD
T3
CD
CD
a.
o
0 -
-20 H
-40
9/1/06
9/11/06
9/21/06
10/1/06
95%
95%
9/1/06
9/11/06
9/21/06
10/1/06
Figure 25: Jacksonville ODMDS Filtered and Tidal Currents
(north/south component) for September 2006
-------
9/11/06
9/21/06
10/1/06
o
(U
T3
ฃ
(U
ro
CL
o
20
& 10 -
o
0 -
-10 H
-20
9/1/06
9/11/06
9/21/06
10/1/06
95%
95%
9/11/06
9/21/06
10/1/06
Figure 26: Jacksonville ODMDS Filtered and Tidal Currents
(east/west component) for September 2006
-------
3/1/07
Mean
3/8/07
3/15/07
3/22/07
3/29/07
15.6
Mean
3/1/07
3/8/07
3/15/07
3/22/07
3/29/07
Figure 27: Jacksonville ODMDS Tides for March 2007.
-------
North
0
Depth Averaged Currents
315
270
225
45
90
8% 12% 16%
135
Current Speed
(cm /sec)
>5-10
>10-15
>15-20
>20-25
>25 - 30
>30
180
Figure 28: Fernandina Beach ODMDS Depth Averaged Current Rose Diagram
-------
North
0
315
270
90
225 \/
X 135
180
North
0
315
45
March
/ /May
270
90
225 X,
10% 20%y
requency /
135
North
0
315
270
90
Current Speed
(cm/sec)
270
225 \/
\/ 135
180 180
Figure 29: Fernandina Beach ODMDS Quarterly Current Rose Diagrams for Depth Averaged Currents
-------
North
0
Near Surface Currents
315
270
45
90
8% 12%
/ /
/
Current Speed
(cm/sec)
n<=5
>5-10
EH>10-15
O>15-20
>20 - 25
>25 - 30
I I>30 - 35
225
135
180
Figure 30: Fernandina Beach ODMDS Current Rose for Near Surface Currents
North
0
315
270
Near Bottom Currents
90
Current Speed
(cm/sec)
n<=5
>5-10
O>10- 15
I |>15-20
>20 - 25
>25 - 30
225
135
180
Figure 31: Fernandina Beach ODMDS Current Rose for Near Bottom Currents
-------
35%
30% -
25% -I
20% -
CD
D
15% H
10% -
5% -
0%
Depth Average
Near Bottom
^H Surface
Depth Average
-O- Near Bottom
T Surface
Ll
100%
- 90%
- 80%
- 70%
- 60%
- 50%
- 40%
- 30%
20%
10%
O>
o>
0%
0 5 10 15 20 25 30 35 40 45 50
Current Speed (cm/sec)
Figure 32: Fernandina Beach ODMDS Current Magnitude Histogram
35%
30% -
25% -
20% -
CD
D
15% -
10% -
5% -
0%
Depth Average
Near Bottom
Surface
North
East South
Current Direction
West
Figure 33: Fernandina Beach ODMDS Current Direction Histogram
-------
100
0 -
-100 -
-200 -
O
ฃ=
CO
"CO
-300
-400 -
-500 -
-600
Aug '06
Sept '07
Sept '07
Depth Average Currents
Surface Currents
Bottom Currents
-600 -500 -400 -300 -200 -100 0
East/West Distance (km)
100
200
Figure 34: Fernandina Beach ODMDS Progressive Vector Diagram
-------
-40
9/1/06
9/11/06
9/21/06
10/1/06
40
o
.-&* 20 -
o
CD
T3
CD
CD
a.
o
0 -
-20 H
-40
9/1/06
9/11/06
9/21/06
10/1/06
95%
95%
9/11/06
9/21/06
10/1/06
Figure 35: Fernandina Beach ODMDS Filtered and Tidal Currents
(north/south component) for September 2006
-------
9/11/06
9/21/06
10/1/06
o
ro
CL
o
20
& 10 -
o
_o
CD
73 n -I
CD u 1
-10 H
-20
9/1/06
9/11/06
9/21/06
10/1/06
95%
95%
9/11/06
9/21/06
10/1/06
Figure 36: Fernandina Beach ODMDS Filtered and Tidal Currents
(east/west component) for August 2006
-------
Mean
1/4/07
1/11/07
1/18/07
1/25/07
2/1/07
Mean
1/4/07
1/11/07
1/18/07
1/25/07
2/1/07
Figure 37: Fernandina Beach ODMDS Tides for March 2007.
-------
1.8
1.6 -
o> 1.4
CD
X
CD
I
5 1.2 -
c
I
I 1.0
c
CD
CD
| 0.8
o
0.6 -
= Jacksonville ODMDS WIS
= Fernandina Beach ODMDS WIS
Jacksonville ODMDS ADCP Measured
V Fernandina Beach ODMDS CDIP Measured
/./
\
Figure 38: Comparison of Measured Mean Wave Height to Wave Information Study (WIS)
Hindcast Mean Wave Heights.
-------
APPENDIX B
DATA FILES
-------
DATA FILES
Jacksonville&FernandinaBeach_ODMDS_Current_Wave_Study.pdf Study Report
Jacksonville ODMDS Processed Data CSV Files
JacksonvilleODMDSWaves.csv Wave Statistics Output
JAX Currents_all.csv Depth averaged and individual bin u.v currents and
surface, bottom and depth averaged current
magnitude and direction
JAX_Currents_all_hravg.csv Depth averaged and individual bin u.v currents and
surface, bottom and depth averaged current
magnitude and direction averaged over 1 hour
period.
JAX_Depth_all.csv 15 minute water depth measurements
JAX_depth_hravg_all.csv Hourly averaged water depth
Fernandina Beach ODMDS Processed Data CSV Files
FBODMDS_Waves_lyr.csv Wave Statistics Output from CDIP
FB_Currents_all.csv Depth averaged and individual bin u.v currents and
surface, bottom and depth averaged current
magnitude and direction
FB_Currents_all_hravg.csv Depth averaged and individual bin u.v currents and
surface, bottom and depth averaged current
magnitude and direction averaged over 1 hour
period.
NCBrowse
ncBrowse_install_rel 1_6_3 .exe
This software can be used to view the NetCDF files (*.nc). This software was developed at the Joint Institute for
the Study of the Atmosphere and Ocean (JISAO), a joint institute of the University of Washington (UW) and the
National Oceanic and Atmospheric Administration's (NOAA) Pacific Marine Environmental Laboratory (PMEL),
and funded by NOAA/ESDIM, NOAA/HPCC, NSF, and NOAA/PMEL. Help, updates and a users guide can be
found at: http://www.epic.noaa.gov/java/ncBrowse/
Jacksonville ODMDS Processed NetCDF Wave Data Files
JAXOlp-cal.nc Deployment 1 Time series of pressure & velocities
JAX02p-cal.nc Deployment 2 Time series of pressure & velocities
JAXOSp-cal.nc Deployment 3 Time series of pressure & velocities
JAX04p-cal.nc Deployment 4 Time series of pressure & velocities
JAXOlr-cal.nc Deployment 1 Time series of statistical wave parameters
JAX02r-cal.nc Deployment 2 Time series of statistical wave parameters
JAXOSr-cal.nc Deployment 3 Time series of statistical wave parameters
JAX04r-cal.nc Deployment 4 Time series of statistical wave parameters
-------
Jacksonville ODMDS Processed NetCDF Current Data Files
JAXO l_CurrentsDat.nc Deployment 1 EPIC NetCDF Best Basic Version (BB V)
JAX02_CurrentsDat.nc Deployment 2 EPIC NetCDF Best Basic Version (BB V)
JAX03_CurrentsDat.nc Deployment 3 EPIC NetCDF Best Basic Version (BB V)
JAX04_CurrentsDat.nc Deployment 4 EPIC NetCDF Best Basic Version (BB V)
Fernandina Beach ODMDS Processed NetCDF Current Data Files
FBOlwh.nc Deployment 1 EPIC NetCDF Best Basic Version (BBV)
FB02wh.nc Deployment 2 EPIC NetCDF Best Basic Version (BBV)
FBOSwh.nc Deployment 3 EPIC NetCDF Best Basic Version (BBV)
FB04wh.nc Deployment 4 EPIC NetCDF Best Basic Version (BBV)
Jacksonville ODMDS RD Instruments Raw Binary Data
JAXO l_RawData. 000 Deployment 1 binary ADCP Data
JAX02_RawData.OOO Deployment 2 binary ADCP Data
JAX03_RawData.OOO Deployment 3 binary ADCP Data
JAX04_RawData.OOO Deployment 4 binary ADCP Data
Jacksonville ODMDS RD Instruments Binary Current Data
JAXO l_CurrentsData.000 Deployment 1 binary ADCP current data
JAX02_CurrentsData.OOO Deployment 2 binary ADCP current data
JAX03_CurrentsData.001 Deployment 3 binary ADCP current data
JAX04_CurrentsData.OOO Deployment 4 binary ADCP current data
Jacksonville ODMDS RD Instruments Binary Wave Data
JAXO !_ProcWvsData_000. wvs
JAXO !_ProcWvsData_001 .wvs
JAXO !_ProcWvsData_002. wvs
JAXO!_ProcWvsData_003.wvs Deployment 1 binary wave data
JAX02_ProcWvsData_OOO.wvs
JAX02_ProcWvsData_001 .wvs
JAX02_ProcWvsData_002.wvs
JAX02_ProcWvsData_003 .wvs
JAX02_ProcWvsData_004.wvs
JAX02_ProcWvsData_005.wvs Deployment 2 binary wave data
JAX03_ProcWvsData_OOO.wvs
JAX03_ProcWvsData_001 .wvs
JAX03_ProcWvsData_002.wvs
JAX03_ProcWvsData_003 .wvs
JAX03_ProcWvsData_004.wvs
JAX03_ProcWvsData_005 .wvs
JAX03 ProcWvsData O06.wvs.
Deployment 3 binary wave data
-------
JAX04_ProcWvsData_OOO.wvs
JAX04_ProcWvsData_001. wvs
JAX04_ProcWvsData_002.wvs
JAX04_ProcWvsData_003 .wvs
JAX04_ProcWvsData_004.wvs Deployment 4 binary wave data
Fernandina Beach ODMDS RD Instruments Binary Current Data
FERN1002.000 Deployment 1 binary ADCP current data
FERN2000.000 Deployment 2 binary ADCP current data
FB003000.000 Deployment 3 binary ADCP current data
FERN4000.000 Deployment 4 binary ADCP current data
-------
APPENDIX C
COMPLETE TIDAL ANALYSIS OUTPUT
PROMT TIDE
T_TIDE output includes the following columns:
tide: tidal constituent
freq: frequency (cycles/hour)
Currents
major: major axis of tidal ellipse (cm/sec)
emaj: error estimate (95% confidence limit) for major axis (cm/sec)
minor: minor axis of tidal ellipse (cm/sec)
emin: error estimate (95% confidence limit) for minor axis (cm/sec)
inc: inclination of major axis (counter clockwise from east in degrees)
einc: error estimate (95% confidence limit) for inclination (degrees)
Water Depth
amp: amplitude (meters)
amp_err: error estimate (95% confidence limit) for amplitude (meters)
phase: constituent phases (degrees relative to Greenwich)
epha: error estimate (95% confidence limit) of phase (degrees)
snr: signal to noise ratio
-------
Jacksonville ODMDS Bottom Currents
file name: Binl.out
date: 25-Jan-2008
nobs = 8760, ngood = 8648, record length (days) = 365.00
start time: Ol-Sep-2006
rayleigh criterion = 1.0
Greenwich phase computed with nodal corrections applied to amplitude \n and phase
relative to center time
xO= -0.844, x trend= 0
var(x)= 28.5445 var(xp)= 13.5995 var(xres)= 14.9491
percent var predicted/var original= 47.6 %
yO= -0.152, x trend= 0
var(y)= 142.4569 var(yp)= 59.3347 var(yres)= 83.147
percent var predicted/var original= 41.7 %
ellipse parameters with 95%% CI estimates
tide
SSA
MSM
MM
MSF
MF
ALP1
2Q1
SIG1
Ql
RH01
01
TAU1
BET1
N01
CHI1
*P1
Kl
PHI1
THE1
Jl
SOI
001
UPS1
OQ2
EPS2
2N2
MU2
*N2
*NU2
*M2
*MKS2
LDA2
L2
*S2
*K2
MSN2
ETA2
M03
*M3
S03
MK3
SK3
*MN4
f reg
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0002282
0013098
0015122
0028219
0030501
0343966
0357064
0359087
0372185
0374209
0387307
0389588
0400404
0402686
0404710
0415526
0417807
0420089
0430905
0432929
0446027
0448308
0463430
0759749
0761773
0774871
0776895
0789992
0792016
0805114
0807396
0818212
0820236
0833333
0835615
0848455
0850736
1192421
1207671
1220640
1222921
1251141
1595106
ma j or
1.925
1.346
2.475
1.028
1.329
0.126
0.088
0.253
0.372
0.211
0.189
0.146
0.201
0.152
0.113
0.609
0.403
0.172
0.212
0.271
0.177
0.165
0.088
0.139
0.318
0.242
0.321
2.539
0.472
11.964
0.407
0.355
0.182
1.916
0.486
0.420
0.058
0.119
0.373
0.068
0.165
0.174
0.234
emaj
2.360
2.172
2.359
2.022
1.994
0.260
0.233
0.281
0.328
0.296
0.254
0.398
0.276
0.224
0.221
0.367
0.345
0.313
0.234
0.308
0.276
0.168
0.165
0.223
0.284
0.256
0.259
0.361
0.293
0.336
0.272
0.329
0.317
0.315
0.225
0.298
0.132
0.137
0.161
0.089
0.145
0.132
0.129
minor
0.021
0.130
0.026
-0.274
-0.104
0.002
-0.011
-0.005
-0.056
-0.011
0.002
0.048
-0.015
-0.022
-0.047
-0.222
0.140
-0.056
-0.159
-0.100
0.002
-0.114
-0.033
-0.013
-0.168
0.019
-0.044
-0.113
0.054
-0.011
-0.064
-0.043
-0.019
0.076
-0.045
-0.090
-0.038
0.004
0.021
0.013
-0.021
-0.002
0.047
emin
0.98
0.91
0.99
0.85
0.93
0.25
0.23
0.25
0.22
0.24
0.25
0.33
0.24
0.21
0.22
0.31
0.28
0.28
0.26
0.27
0.23
0.16
0.16
0.18
0.19
0.21
0.23
0.26
0.25
0.26
0.18
0.19
0.27
0.28
0.19
0.21
0.12
0.09
0.12
0.09
0.10
0.10
0.09
inc
106.50
103.65
105.60
99.59
107.98
171.39
17.96
129.13
104.82
103.52
127.58
35.48
109.93
116.44
107.74
93.28
80.23
106.24
51.25
59.28
118.38
125.41
148.41
97.66
113.08
118.71
120.04
117.46
122.25
115.51
100.76
102.48
27.95
115.81
119.96
110.78
66.52
95.31
96.11
127.91
110.62
108.75
95.77
einc
24.58
23.67
20.41
34.54
34.20
120.43
137.46
77.62
53.45
67.27
81.05
121.99
67.56
88.39
100.90
42.56
57.73
91.51
111.67
79.32
73.19
105.23
118.29
56.83
62.89
50.42
42.97
6.37
34.94
1.27
22.77
34.25
97.95
6.59
22.47
32.99
75.18
45.16
17. 68
80.87
42.31
39.62
25.85
pha
285.32
167.30
130.91
213.23
323.25
125.43
230.31
245.68
150.67
219.65
149.52
137.02
93.94
110.94
122.47
41.11
82.89
333.00
184.87
162.20
229.98
32.15
162.17
299.44
303.77
249.71
316.67
276.58
270.65
291.07
105.34
260.59
174.15
310.84
299.82
78.51
234.05
52.35
55.89
109.45
331.09
5.69
195.80
epha
62.53
101.02
54.07
144.68
102.04
160.52
158.16
75.43
62.20
110.48
121.38
184.91
127.49
115.84
192.26
57.19
69.78
146.37
148.03
104.16
111.42
109.71
132.62
143.18
83.70
87.54
65.14
7.03
39.97
1.51
43.91
55.18
140.17
10.38
26.52
50.31
163.03
72.93
27.16
118.98
53.28
52.51
36.91
snr
0.67
0.38
1.1
0.26
0.44
0.24
0.14
0.81
1.3
0.51
0.55
0.13
0.53
0.46
0.26
2.8
1.4
0.3
0.82
0.77
0.41
0.97
0.28
0.39
1.3
0.89
1.5
49
2. 6
1.3e+003
2.2
1.2
0.33
37
4.7
2
0.2
0.76
5.3
0.58
1.3
1.7
3.3
-------
*M4
SN4
*MS4
MK4
*S4
SK4
2MK5
*2SK5
2MN6
*M6
2MS6
2MK6
2SM6
MSK6
3MK7
*M8
0.1610228
0.1623326
0.1638447
0.1640729
0.1666667
0.1668948
0.2028035
0.2084474
0.2400221
0.2415342
0.2443561
0.2445843
0.2471781
0.2474062
0.2833149
0.3220456
0.300
0.101
0.328
0.110
0.189
0.066
0.048
0.093
0.111
0.140
0.143
0.057
0.112
0.054
0.057
0.056
0.133
0.100
0.127
0.083
0.112
0.072
0.064
0.061
0.095
0.088
0.109
0.059
0.082
0.048
0.053
0.038
-0.065
-0.063
-0.096
-0.062
-0.093
-0.023
0.010
-0.045
-0.048
-0.074
-0.006
-0.022
-0.019
-0.035
0.008
-0.021
0.10
0.08
0.09
0.07
0.09
0.07
0.05
0.06
0.07
0.07
0.07
0.05
0.05
0.05
0.04
0.05
83.84
74.94
95.07
124.51
112.86
144.11
66.36
128.69
84.57
85.60
63.40
103.29
106. 67
28.93
72.53
5.10
22.11
69.33
21.96
73.56
42.70
92.27
63.37
60.18
47.40
44.29
30.64
61.87
34.78
99.95
47.81
78.20
192.67
192.64
167.01
88.54
253.25
157.35
350.40
251.27
74.74
108.31
179.05
205.45
289.08
321.72
107.99
45.10
28
103
26
82
54
93
119
63
69
64
37
83
54
88
67
68
.21
.82
.91
.35
.30
.34
.14
.10
.44
.87
.41
.95
.30
.57
.28
.44
5.1
1
6.7
1.8
2.9
0.84
0.55
2.3
1.4
2.5
1.7
0.94
1.9
1.3
1.2
2.2
total var= 171.0013 pred var= 72.9342
percent total var predicted/var original= 42.7 %
Jacksonville ODMDS Surface Currents
file name: Bin20.out
date: 25-Jan-2008
nobs = 8760, ngood = 8648, record length (days) = 365.00
start time: Ol-Sep-2006
rayleigh criterion = 1.0
Greenwich phase computed with nodal corrections applied to amplitude \n and phase
relative to center time
xO= -0.485, x trend= 0
var(x)= 72.9475 var(xp)= 44.0463 var(xres)= 28.8921
percent var predicted/var original= 60.4 %
yO= -2.43, x trend= 0
var(y)= 368.0116 var(yp)= 126.8075 var(yres)= 241.4954
percent var predicted/var original= 34.5 %
ellipse parameters with 95%% CI estimates
tide freg
SSA 0.
MSM 0.
MM 0.
MSF 0.
MF 0.
ALP1 0.
2Q1 0.
SIG1 0.
Ql 0.
RH01 0.
01 0.
TAU1 0.
BET1 0.
N01 0.
CHI1 0.
PI 0.
*K1 0.
PHI1 0.
THE1 0.
Jl 0.
SOI 0.
001 0.
UPS1 0.
0002282
0013098
0015122
0028219
0030501
0343966
0357064
0359087
0372185
0374209
0387307
0389588
0400404
0402686
0404710
0415526
0417807
0420089
0430905
0432929
0446027
0448308
0463430
ma j or
3.052
2.066
3.845
1.967
2.059
0.434
0.255
0.477
0.401
0.310
0.760
0.712
0.298
0.287
0.331
0.735
1.816
0.462
0.459
0.372
0.154
0.160
0.343
emaj
4.334
3.721
4.725
4.295
4.231
0.528
0.446
0.494
0.606
0.546
0.546
0.744
0.455
0.394
0.442
0.620
0.712
0.687
0.491
0.526
0.428
0.314
0.372
minor
-0
-0
-0
0
0
-0
-0
-0
-0
-0
-0
-0
-0
0
0
-0
-1
-0
-0
-0
0
-0
-0
.099
.105
.157
.332
.342
.138
.046
.033
.015
.142
.608
.038
.176
.073
.152
.451
.126
.085
.125
.240
.031
.144
.106
emin
0.91
0.97
1.14
1.15
0.95
0.40
0.41
0.58
0.44
0.47
0.49
0.77
0.45
0.40
0.40
0.61
0.50
0.52
0.47
0.49
0.38
0.29
0.29
inc
98.10
82.07
82.97
104.03
83.12
86.26
106.68
19.97
111.20
69.80
118.48
36.92
37. 61
124.53
111.80
139.47
115.18
98.30
49.55
159.41
26.97
29.89
78.52
einc
15.28
19.83
14.83
20.19
16.48
63.88
73.94
101.64
68.14
82.30
92.01
74.29
113.94
79.59
78.85
86.84
35.96
62.23
66.43
139.90
114.42
104.38
52.42
pha
316.08
171.82
131.12
200.21
334.14
69.14
187.00
243.76
134.46
229.57
175.13
285.05
71.49
164.88
354.95
185.37
149.20
70.35
18.76
203.11
252.09
316.10
81.80
epha
96
153
85
133
133
120
162
67
101
141
116
73
144
111
143
88
39
113
97
112
181
158
91
.13
.95
.50
.87
.45
.04
.90
.74
.15
.61
.48
.07
.96
.58
.63
.42
.55
.22
.18
. 64
.45
.70
.10
snr
0.5
0.31
0.66
0.21
0.24
0.68
0.33
0.93
0.44
0.32
1.9
0.92
0.43
0.53
0.56
1.4
6.5
0.45
0.88
0.5
0.13
0.26
0.85
-------
OQ2
EPS2
2N2
MU2
*N2
*NU2
*M2
*MKS2
LDA2
L2
*S2
*K2
MSN2
ETA2
M03
*M3
*S03
MK3
SK3
*MN4
*M4
SN4
*MS4
MK4
*S4
SK4
2MK5
*2SK5
*2MN6
*M6
*2MS6
2MK6
2SM6
MSK6
3MK7
*M8
0.0759749
0.0761773
0.0774871
0.0776895
0.0789992
0.0792016
0.0805114
0.0807396
0.0818212
0.0820236
0.0833333
0.0835615
0.0848455
0.0850736
0.1192421
0.1207671
0.1220640
0.1222921
0.1251141
0.1595106
0.1610228
0.1623326
0.1638447
0.1640729
0.1666667
0.1668948
0.2028035
0.2084474
0.2400221
0.2415342
0.2443561
0.2445843
0.2471781
0.2474062
0.2833149
0.3220456
0.113
0.197
0.420
0.472
3.732
0.921
17.897
0.560
0.349
0.653
3.441
0.700
0.114
0.201
0.197
0.555
0.309
0.240
0.195
0.283
0.344
0.045
0.436
0.081
0.338
0.115
0.038
0.132
0.212
0.361
0.277
0.071
0.065
0.046
0.049
0.090
0.264
0.337
0.376
0.363
0.413
0.406
0.406
0.308
0.348
0.483
0.423
0.323
0.243
0.225
0.209
0.254
0.192
0.197
0.199
0.170
0.162
0.099
0.157
0.104
0.127
0.109
0.091
0.089
0.133
0.130
0.112
0.064
0.087
0.060
0.064
0.059
-0
0
-0
-0
-0
-0
-2
-0
0
0
-0
-0
0
0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
0
-0
0
0
-0
0
0
-0
0
-0
.026
.109
.116
.116
.822
.262
.329
.141
.054
.012
.997
.129
.044
.034
.005
.077
.084
.002
.055
.006
.096
.008
.174
.048
.262
.036
.021
.079
.036
.053
.026
.027
.005
.001
.005
.034
0.26
0.30
0.32
0.37
0.41
0.29
0.37
0.27
0.32
0.46
0.38
0.29
0.28
0.24
0.17
0.24
0.16
0.17
0.14
0.15
0.16
0.09
0.15
0.10
0.13
0.10
0.07
0.09
0.08
0.09
0.09
0.06
0.07
0.07
0.06
0.06
137.
95.
113.
122.
118.
97.
119.
116.
127.
89.
118.
128.
107.
141.
122.
116.
110.
128.
84.
71.
41.
24.
89.
144.
16.
68.
77.
159.
71.
89.
95.
38.
77.
160.
111.
3.
03
04
06
96
91
01
84
14
02
51
69
58
59
72
81
98
83
53
83
65
94
24
47
99
48
05
22
94
00
88
61
62
04
87
99
54
103
96
54
50
6
27
1
36
66
42
7
27
100
77
62
22
39
49
61
34
32
141
24
112
73
63
90
80
27
15
15
83
74
113
74
57
.35
.09
.48
.63
.20
.15
.23
.56
.75
.53
.18
.06
.16
.55
.31
.43
.25
.05
.66
.67
.16
.14
.32
.42
.91
.56
.97
.62
.16
.45
.96
.40
.42
.67
.35
.05
138.
251.
256.
321.
290.
293.
308.
159.
335.
283.
333.
315.
163.
209.
50.
84.
22.
317.
359.
149.
178.
210.
146.
174.
357.
212.
298.
186.
108.
151.
179.
199.
289.
238.
186.
23.
54
06
98
44
15
57
65
82
25
84
26
14
73
91
60
21
73
79
96
00
27
78
48
53
81
49
44
96
52
23
12
11
86
55
41
69
159.89
153.39
69.95
63.90
7.45
32. 65
1.56
37.53
83.53
60.51
9.49
28.09
196.40
89.21
70.90
28.59
41.67
53.02
75.87
36.49
31.06
180.41
27.97
115.78
65.14
72.13
175.93
96.39
41.53
22.50
24.90
81.33
136.05
111.82
105.85
47.25
0.18
0.34
1.2
1.7
82
5.1
1.9e+003
3.3
1
1.8
66
4.7
0.22
0.8
0.89
4.8
2.6
1.5
0.96
2.8
4.5
0.21
7.8
0. 61
7.1
1.1
0.17
2.2
2.6
7.7
6.2
1.3
0.56
0.58
0.59
2.4
total var= 440.9591 pred var= 170.8538
percent total var predicted/var original= 38.7
-------
Jacksonville ODMDS Depth Averaged Currents
file name: Avglyr.out
date: 25-Jan-2008
nobs = 8760, ngood = 8648, record length (days) = 365.00
start time: Ol-Sep-2006
rayleigh criterion = 1.0
Greenwich phase computed with nodal corrections applied to amplitude \n and phase
relative to center time
xO= -0.344, x trend= 0
var(x)= 39.1302 var(xp)= 33.2203 var(xres)= 5.8762
percent var predicted/var original= 84.9 %
yO= -0.935, x trend= 0
var(y)= 244.1324 var(yp)= 96.8425 var(yres)= 147.2083
percent var predicted/var original= 39.7 %
ellipse parameters with 95%% CI estimates
tide
SSA
MSM
MM
MSF
MF
ALP1
2Q1
SIG1
Ql
RH01
*01
TAU1
BET1
N01
CHI1
PI
*K1
PHI1
THE1
Jl
SOI
001
UPS1
OQ2
EPS2
*2N2
MU2
*N2
*NU2
*M2
*MKS2
*LDA2
L2
*S2
*K2
MSN2
ETA2
MO 3
*M3
S03
*MK3
SK3
*MN4
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
f reg
.0002282
.0013098
.0015122
.0028219
.0030501
.0343966
.0357064
.0359087
.0372185
.0374209
.0387307
.0389588
.0400404
.0402686
.0404710
.0415526
.0417807
.0420089
.0430905
.0432929
.0446027
.0448308
.0463430
.0759749
.0761773
.0774871
.0776895
.0789992
.0792016
.0805114
.0807396
.0818212
.0820236
.0833333
.0835615
.0848455
.0850736
.1192421
.1207671
.1220640
.1222921
.1251141
.1595106
ma j or
2.571
1.684
3.261
1.561
1.709
0.248
0.113
0.269
0.494
0.359
0.557
0.228
0.188
0.210
0.180
0.217
0.831
0.239
0.172
0.224
0.143
0.090
0.089
0.044
0.268
0.367
0.345
3.349
0.750
15.911
0.440
0.313
0.350
2.580
0.588
0.230
0.076
0.129
0.478
0.141
0.222
0.160
0.238
emaj
3.032
2.993
3.698
3.230
3.335
0.376
0.263
0.371
0.386
0.427
0.298
0.472
0.286
0.271
0.251
0.320
0.410
0.419
0.323
0.376
0.276
0.144
0.208
0.152
0.233
0.258
0.266
0.245
0.265
0.239
0.199
0.217
0.309
0.269
0.196
0.232
0.126
0.106
0.149
0.119
0.144
0.151
0.104
minor
0.034
0.141
-0.074
-0.116
-0.110
-0.012
0.000
-0.100
-0.069
-0.041
-0.371
-0.007
-0.009
-0.011
0.019
-0.030
-0.184
-0.042
-0.008
-0.030
-0.053
-0.023
0.030
-0.000
0.012
-0.070
-0.075
-0.492
-0.078
-1.093
0.028
0.074
0.027
-0.249
0.009
0.077
-0.006
-0.005
-0.029
-0.038
-0.001
-0.008
-0.026
emin
0.64
0.56
0.43
0.46
0.47
0.16
0.18
0.22
0.23
0.16
0.21
0.27
0.22
0.15
0.25
0.28
0.28
0.21
0.16
0.17
0.21
0.14
0.10
0.14
0.17
0.20
0.20
0.23
0.21
0.22
0.15
0.17
0.31
0.18
0.16
0.17
0.10
0.09
0.12
0.08
0.11
0.08
0.07
inc
99.05
96.65
91.93
97. 61
96.43
87.93
40.97
115.39
110.92
91.51
122.87
101.58
127.90
112.04
161.80
138.32
121.99
89.31
108.22
92.53
61.45
148.25
92.75
155.77
110.36
119.28
121.99
119.59
110.14
120.29
110. 64
102.80
143.03
118.36
121.87
90.50
110.67
122.21
111.78
100.00
118.11
89.19
89.35
einc
8.38
10.27
6.02
9.45
9.86
35.28
60.27
47.72
22.85
32.71
59.18
41.15
52.44
35.20
84.72
57.33
23.00
40.92
44.00
33.70
46.99
72.81
48.99
98.18
40.37
34.51
34.48
3. 66
16.00
0.82
21.36
40.90
50.38
4.77
16.21
56.17
78.71
47.80
12.58
42.10
27.22
32.53
18.99
pha
301.58
165.76
131.45
208.78
330.99
46.74
184.98
285.21
143.20
207.73
167.48
316.49
68.11
135.30
65.48
78.42
146.13
8.48
46.56
162.80
199.56
18.23
111.66
94.27
282.10
254.34
319.77
285.13
282.91
303.46
141.84
277.71
336.33
325.68
306.81
96.02
197.36
49.58
72.16
30.46
323.37
357.81
182.99
epha
85.88
127.23
73.40
125.51
115.36
90.26
150.96
103.47
49.93
78.83
73.05
147.94
105.83
89. 60
124.81
142.58
29.81
130.75
125.48
101.17
146.98
135.15
173.10
222.72
60.37
43.69
48.57
4. 65
22.66
0.97
25.36
54.75
52.99
5.81
18.63
89.35
142.32
57.34
19.08
71.39
38.75
54.76
24.22
snr
0.72
0.32
0.78
0.23
0.26
0.44
0.18
0.52
1.6
0.71
3.5
0.23
0.43
0. 6
0.52
0.46
4.1
0.33
0.28
0.35
0.27
0.39
0.18
0.083
1.3
2
1.7
1.9e+002
8
4.4e+003
4.9
2.1
1.3
92
9
0.98
0.37
1.5
10
1.4
2.4
1.1
5.2
-------
*M4
SN4
*MS4
*MK4
*S4
*SK4
2MK5
*2SK5
*2MN6
*M6
*2MS6
2MK6
2SM6
MSK6
*3MK7
*M8
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.1610228
.1623326
.1638447
.1640729
.1666667
.1668948
.2028035
.2084474
.2400221
.2415342
.2443561
.2445843
.2471781
.2474062
.2833149
.3220456
0.391
0.096
0.365
0.107
0.222
0.094
0.042
0.096
0.191
0.305
0.220
0.054
0.106
0.053
0.058
0.055
0.105
0.076
0.108
0.064
0.082
0.065
0.059
0.062
0.087
0.087
0.077
0.048
0.077
0.051
0.038
0.030
-0.161
-0.074
-0.123
-0.013
-0.157
-0.023
0.005
-0.064
-0.033
-0.059
-0.065
0.001
-0.015
-0.020
-0.002
-0.030
0.08
0.07
0.07
0.06
0.06
0.05
0.05
0.06
0.06
0.05
0.05
0.05
0.05
0.04
0.03
0.03
80.19
60.41
101.34
102.63
114.94
98.51
92. 63
151.37
82.29
89.11
83.78
50.67
88.75
96.51
98.25
17.00
14.23
90.38
13.24
31.27
50.07
38.67
62. 67
83.72
18.52
10.69
16.60
47.01
23.56
51.92
28.49
63.24
200.13
208.52
160.44
119.60
258.09
209.41
331.96
205.29
97.13
136.94
179.55
211.44
291.43
257. 62
156.48
37.99
17.70
110.34
17.21
41.49
59.09
54. 64
108. 67
81.10
32.89
17.70
27.29
60.19
46.60
75.10
43.97
51.45
14
1.6
11
2.7
7.4
2.1
0.5
2.4
4.8
12
8.1
1.3
1.9
1.1
2.3
3.4
total var= 283.2626 pred var= 130.0629
percent total var predicted/var original= 45.9
-------
Jacksonville ODMDS Water Depth
file name: depth.out
date: 22-Jan-2008
nobs = 8760, ngood = 8648, record length (days) = 365.00
start time: Ol-Sep-2006
rayleigh criterion = 1.0
Greenwich phase computed with nodal corrections applied to amplitude \n and phase
relative to center time
xO= 14.2, x trend= 0
var(x)= 0.3389 var(xp)= 0.31147 var(xres)= 0.027347
percent var predicted/var original= 91.9 %
tidal amplitude and phase with 95% CI estimates
tide
SSA
MSM
MM
MSF
MF
ALP1
2Q1
SIG1
*Q1
RH01
*01
TAU1
BET1
*N01
CHI1
*P1
*K1
PHI1
THE1
Jl
SOI
*001
UPS1
OQ2
EPS2
*2N2
*MU2
*N2
*NU2
*M2
*MKS2
*LDA2
*L2
*S2
*K2
MSN2
ETA2
*M03
*M3
*S03
*MK3
SK3
*MN4
*M4
SN4
*MS4
*MK4
*S4
f reg
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0002282
0013098
0015122
0028219
0030501
0343966
0357064
0359087
0372185
0374209
0387307
0389588
0400404
0402686
0404710
0415526
0417807
0420089
0430905
0432929
0446027
0448308
0463430
0759749
0761773
0774871
0776895
0789992
0792016
0805114
0807396
0818212
0820236
0833333
0835615
0848455
0850736
1192421
1207671
1220640
1222921
1251141
1595106
1610228
1623326
1638447
1640729
1666667
amp amp
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
.0558
.0175
.0383
.0157
.0109
.0014
.0028
.0034
.0146
.0037
.0756
.0019
.0023
.0066
.0018
.0341
.1036
.0020
.0012
.0046
.0009
.0035
.0015
.0021
.0059
.0171
.0230
.1693
.0308
.7665
.0144
.0088
.0160
.1295
.0325
.0007
.0021
.0081
.0089
.0031
.0045
.0017
.0044
.0106
.0006
.0075
.0023
.0059
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
err
.053
.042
.053
.050
.047
.003
.003
.004
.004
.004
.004
.005
.004
.003
.003
.004
.004
.003
.003
.005
.003
.002
.002
.004
.005
.006
.005
.005
.006
.006
.004
.006
.008
.005
.005
.003
.003
.002
.003
.002
.002
.002
.002
.002
.002
.002
.001
.002
pha
146,
19,
347,
107,
115,
136,
158,
143,
194,
184,
200,
317,
276,
202,
201,
192,
196,
266,
164,
215,
292,
205,
218,
325,
22,
338,
14,
353,
355,
15,
245,
39,
49,
41,
32,
345,
312,
136,
155,
140,
100,
57,
339,
28,
130,
121,
101,
275,
pha err
.13
.17
.12
.86
.58
.11
.45
.62
.92
.00
.95
.24
.99
.70
.68
.18
.67
.31
.47
.87
.69
.68
.68
.99
.15
.33
.91
.91
.46
.75
.81
.68
.52
.61
.84
.40
.69
.31
.48
.82
.24
.78
.29
.95
.33
.62
.46
.26
63.
189.
88.
182.
190.
139.
92.
63.
14.
64.
2.
134.
96.
23.
131.
8.
2.
137.
174.
47.
190.
41.
88.
126.
53.
18.
15.
1.
10.
0.
16.
35.
27.
2.
7.
211.
105.
16.
18.
40.
35.
84.
26.
12.
185.
16.
45.
21.
,46
,81
,99
,55
,38
,35
,11
,23
,57
, 69
,80
,00
,37
,78
,52
,17
,08
,92
,75
, 67
,40
,52
,76
,46
,55
,33
,20
,71
,89
,43
,63
,09
,40
,93
,11
,02
,41
,98
,63
,47
, 65
, 60
,74
,11
,11
,85
,01
,51
snr
1.1
0.18
0.53
0.098
0.054
0.29
0.65
0.71
16
0.95
3.5e+002
0.17
0.41
5.2
0.49
59
7e+002
0.33
0.17
1
0.093
2.1
0.53
0.31
1.3
9.4
18
le+003
31
1.9e+004
11
2.2
3.9
5.7e+002
49
0.038
0.51
12
9.2
2
3.3
0.66
4.4
26
0.13
13
2.4
7.1
-------
SK4
2MK5
*2SK5
*2MN6
*M6
*2MS6
2MK6
2SM6
MSK6
3MK7
*M8
0
0
0
0
0
0
0
0
0
0
0
.1668948
.2028035
.2084474
.2400221
.2415342
.2443561
.2445843
.2471781
.2474062
.2833149
.3220456
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
0,
.0013
.0004
.0029
.0038
.0060
.0042
.0009
.0014
.0012
.0006
.0010
0
0
0
0
0
0
0
0
0
0
0
.002
.001
.001
.002
.002
.001
.001
.002
.001
.000
.000
227,
219,
273,
45,
100,
143,
165,
278,
264,
51,
317,
.04
.88
.01
.34
.65
.30
.27
.29
.06
.20
.48
66.
194.
29.
28.
16.
22.
78.
70.
52.
54.
22.
,58
,59
,25
,71
,27
,72
,85
,17
,97
,05
,58
0.75
0.11
3.9
4.6
15
8.3
0.76
0.74
1.2
1.5
4.9
Fernandina Beach ODMDS Bottom Currents
file name: FB_Binl.out
date: 25-Feb-2008
nobs = 8760, ngood = 8712, record length (days) = 365.00
start time: Ol-Sep-2006
rayleigh criterion = 1.0
Greenwich phase computed with nodal corrections applied to amplitude \n and phase
relative to center time
xO= -1.55, x trend= 0
var(x)= 43.9116 var(xp)= 26.5595 var(xres)= 17.356
percent var predicted/var original= 60.5 %
yO= -0.346, x trend= 0
var(y)= 118.7324 var(yp)= 58.2743 var(yres)= 60.5912
percent var predicted/var original= 49.1 %
ellipse parameters with 95%% CI estimates
tide
SSA
MSM
MM
MSF
MF
ALP1
2Q1
SIG1
Ql
RH01
01
TAU1
BET1
N01
CHI1
*P1
*K1
PHI1
THE1
Jl
SOI
001
UPS1
OQ2
*EPS2
2N2
*MU2
*N2
*NU2
*M2
f reg
0.0002282
0.0013098
0.0015122
0.0028219
0.0030501
0.0343966
0.0357064
0.0359087
0.0372185
0.0374209
0.0387307
0.0389588
0.0400404
0.0402686
0.0404710
0.0415526
0.0417807
0.0420089
0.0430905
0.0432929
0.0446027
0.0448308
0.0463430
0.0759749
0.0761773
0.0774871
0.0776895
0.0789992
0.0792016
0.0805114
ma j or
1.644
1.117
1.878
0.775
1.132
0.121
0.049
0.179
0.420
0.245
0.274
0.300
0.109
0.170
0.252
0.630
0.689
0.171
0.131
0.271
0.259
0.058
0.082
0.101
0.584
0.223
0.580
2.532
0.382
12.880
emaj
1.718
1.540
1.778
1.650
1.472
0.264
0.234
0.290
0.356
0.314
0.266
0.357
0.256
0.208
0.292
0.340
0.358
0.325
0.253
0.285
0.313
0.144
0.161
0.224
0.335
0.235
0.282
0.313
0.266
0.319
minor
-0.306
0.314
-0.050
-0.090
-0.193
-0.062
0.027
-0.108
-0.003
-0.099
-0.005
0.023
-0.079
0.022
-0.106
-0.435
0.045
-0.064
-0.059
-0.172
-0.006
-0.041
0.017
-0.007
-0.191
0.062
-0.021
0.010
-0.084
0.123
emin
0.91
0.94
1.14
0.86
0.94
0.22
0.22
0.22
0.29
0.27
0.28
0.35
0.24
0.17
0.26
0.32
0.33
0.29
0.20
0.28
0.26
0.14
0.14
0.19
0.24
0.25
0.33
0.32
0.30
0.29
inc
105.34
106.62
114.17
90.16
119. 69
79.87
153.29
103.14
100.62
105.46
146.73
42.22
149.83
77.65
134.37
80.07
85.30
84.81
65.59
64.47
114.63
51.28
96.49
76.81
113.14
132.28
131.38
126.47
139.52
124.04
einc
34
52
36
49
52
93
107
85
40
73
74
102
124
69
82
64
24
82
78
89
70
91
92
79
31
70
27
6
48
1
.90
.01
.85
.39
.35
.43
.18
.10
.28
.69
.04
. 65
.16
.21
.44
.89
.90
.67
.65
.15
.70
.15
.27
.97
.88
.43
.75
.54
.41
.27
pha
272.28
166.87
131.64
187.86
322.36
117.46
219.32
312.02
133.48
229.10
129.12
125.42
60.51
113.75
116.43
51.64
78.47
337.05
176.24
159.56
215.75
96.36
204.68
300.95
330.02
271.39
312.76
269.14
286.94
283.96
epha
69
111
65
153
90
177
261
134
53
106
89
109
164
105
90
83
33
137
168
119
98
173
163
162
41
91
33
7
48
1
.24
.56
.85
.81
.23
.70
. 63
.67
.13
.17
.69
.59
.56
. 69
.40
.43
.99
.65
.80
.50
.31
.52
.34
.03
.44
.71
.72
.33
.24
.58
snr
0.92
0.53
1.1
0.22
0.59
0.21
0.045
0.38
1.4
0.61
1.1
0.71
0.18
0.67
0.74
3.4
3.7
0.28
0.27
0.9
0.69
0.16
0.26
0.2
3
0.9
4.2
65
2.1
1. 6e+003
-------
*MKS2
LDA2
L2
*S2
*K2
MSN2
ETA2
MO 3
*M3
303
MK3
SK3
*MN4
*M4
SN4
*MS4
MK4
*S4
SK4
2MK5
2SK5
*2MN6
*M6
*2MS6
2MK6
2SM6
MSK6
3MK7
M8
0.0807396
0.0818212
0.0820236
0.0833333
0.0835615
0.0848455
0.0850736
0.1192421
0.1207671
0.1220640
0.1222921
0.1251141
0.1595106
0.1610228
0.1623326
0.1638447
0.1640729
0.1666667
0.1668948
0.2028035
0.2084474
0.2400221
0.2415342
0.2443561
0.2445843
0.2471781
0.2474062
0.2833149
0.3220456
0.519
0.244
0.423
2.112
0.481
0.372
0.142
0.102
0.432
0.069
0.132
0.149
0.163
0.348
0.070
0.320
0.105
0.232
0.027
0.034
0.043
0.165
0.138
0.175
0.031
0.076
0.036
0.046
0.031
0.256
0.312
0.443
0.341
0.243
0.344
0.172
0.111
0.143
0.086
0.106
0.126
0.101
0.116
0.079
0.112
0.076
0.104
0.056
0.061
0.052
0.089
0.075
0.080
0.044
0.077
0.047
0.049
0.040
-0
-0
0
0
0
-0
0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
0
0
-0
.159
.054
.012
.000
.077
.130
.043
.037
.019
.003
.013
.041
.028
.061
.016
.152
.053
.140
.012
.002
.036
.066
.114
.090
.002
.001
.002
.024
.005
0.19
0.23
0.34
0.29
0.21
0.28
0.15
0.07
0.11
0.07
0.10
0.08
0.09
0.10
0.09
0.08
0.07
0.09
0.05
0.05
0.06
0.07
0.07
0.07
0.04
0.06
0.03
0.05
0.04
80.39
107.80
77.15
122.95
133.86
116.90
95.17
101.48
112.66
105.35
133.75
101.15
82.27
77.01
151.06
83.47
103.55
116.89
90.90
106.41
140.12
113.32
69.84
65.04
27.45
105.37
66.01
81.60
50.20
27
62
47
8
31
54
66
56
13
66
47
39
34
17
100
24
56
41
100
78
120
32
96
35
111
56
69
86
105
.71
.48
.55
.25
.75
.11
.85
.93
.70
.38
.75
.60
.21
.00
.11
.04
.87
.40
.70
.54
.70
.29
.76
.21
.95
.78
.27
.23
.71
113.52
272.92
208.52
311.20
306.23
49.93
212.20
51.18
64.34
58.93
315.87
358.19
162.12
170.24
56.16
153.33
128.37
246.78
154.40
291.52
258.08
43.44
159.39
206.73
307.03
297.17
305.32
141.95
30.11
37
96
63
10
28
67
101
87
19
98
52
54
42
20
87
27
65
44
165
139
145
37
97
39
123
79
108
84
109
.07
.82
.72
.19
. 60
.12
.81
.74
.11
.63
.03
.68
.24
.94
.72
.23
.64
.77
.48
.49
.76
.58
.10
.53
.96
.95
.44
.84
.08
4.1
0.61
0.91
38
3.9
1.2
0.68
0.84
9.2
0.65
1.5
1.4
2.6
9
0.77
8.1
1.9
5
0.23
0.32
0.69
3.4
3.5
4.7
0.5
0.99
0.59
0.87
0.58
total var= 162.644 pred var= 84.8339
percent total var predicted/var original= 52.2
Fernandina Beach ODMDS Surface Currents
file name: FB_Bin22.out
date: 25-Feb-2008
nobs = 8760, ngood = 8712, record length (days) = 365.00
start time: Ol-Sep-2006
rayleigh criterion = 1.0
Greenwich phase computed with nodal corrections applied to amplitude \n and phase
relative to center time
xO= 0.636, x trend= 0
var(x)= 106.1522 var(xp)= 78.9585 var(xres)= 27.325
percent var predicted/var original= 74.4 %
yO= 0.0378, x trend= 0
var(y)= 279.806 var(yp)= 106.3606 var(yres)= 173.4795
percent var predicted/var original= 38.0 %
ellipse parameters with 95%% CI estimates
tide freg
SSA 0.
MSM 0.
MM 0.
MSF 0.
MF 0.
ALP1 0.
2Q1 0.
SIG1 0.
Ql 0.
0002282
0013098
0015122
0028219
0030501
0343966
0357064
0359087
0372185
ma j or
2.480
2.240
3.609
1.733
1.688
0.281
0.302
0.305
0.387
emaj
3.226
3.322
3.603
3.047
3.374
0.403
0.474
0.503
0.476
minor
0
-0
0
0
0
-0
-0
-0
-0
.379
.131
.185
.120
.098
.003
.167
.010
.157
emin
1.00
0.75
1.04
0.75
0.82
0.41
0.42
0.44
0.38
inc
76.87
82.17
77.70
94.72
79. 66
148.45
49.95
42.37
83.18
einc
18.83
16.91
15.05
16.58
18.66
95.16
85.42
93.80
70.37
pha
301.75
187.06
132.65
210.36
327.99
83.52
207.43
245.03
149.50
epha sn
92
98
62
129
122
124
119
125
116
.25
.04
.24
.39
.44
.85
.91
.28
.27
0.59
0.45
1
0.32
0.25
0.49
0.41
0.37
0.66
-------
RH01
*01
TAU1
BET1
N01
CHI1
*P1
*K1
PHI1
THE1
Jl
SOI
001
UPS1
OQ2
EPS2
2N2
MU2
*N2
*NU2
*M2
*MKS2
LDA2
*L2
*S2
*K2
MSN2
ETA2
MO 3
*M3
*S03
*MK3
SK3
*MN4
*M4
SN4
*MS4
*MK4
*S4
SK4
2MK5
2SK5
*2MN6
*M6
*2MS6
2MK6
2SM6
MSK6
3MK7
M8
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0374209
.0387307
.0389588
.0400404
.0402686
.0404710
.0415526
.0417807
.0420089
.0430905
.0432929
.0446027
.0448308
.0463430
.0759749
.0761773
.0774871
.0776895
.0789992
.0792016
.0805114
.0807396
.0818212
.0820236
.0833333
.0835615
.0848455
.0850736
.1192421
.1207671
.1220640
.1222921
.1251141
.1595106
.1610228
.1623326
.1638447
.1640729
.1666667
.1668948
.2028035
.2084474
.2400221
.2415342
.2443561
.2445843
.2471781
.2474062
.2833149
.3220456
0.403
0.934
0.648
0.244
0.240
0.403
0.968
2.221
0.562
0.266
0.485
0.196
0.122
0.231
0.111
0.375
0.474
0.536
3.968
0.808
18.688
0.571
0.370
0.832
3.419
0.923
0.181
0.102
0.144
0.536
0.210
0.253
0.238
0.290
0.568
0.105
0.522
0.150
0.345
0.122
0.047
0.093
0.172
0.305
0.225
0.059
0.105
0.105
0.041
0.120
0.481
0.458
0.739
0.449
0.331
0.457
0.591
0. 617
0.608
0.441
0.439
0.417
0.246
0.301
0.231
0.320
0.364
0.386
0.374
0.363
0.345
0.279
0.315
0.495
0.374
0.257
0.304
0.154
0.147
0.208
0.145
0.173
0.183
0.134
0.137
0.115
0.151
0.087
0.137
0.096
0.101
0.098
0.120
0.120
0.102
0.069
0.082
0.075
0.054
0.086
-0.100
-0.541
-0.206
0.004
-0.087
-0.362
-0.702
-1.103
-0.244
-0.062
-0.155
-0.136
-0.041
-0.094
-0.023
-0.019
-0.113
-0.113
-0.445
-0.304
-1.277
-0.013
0.136
0.097
-0.651
0.045
0.088
0.009
-0.029
0.028
-0.058
-0.105
0.082
0.043
-0.336
0.022
-0.285
0.009
-0.172
-0.054
0.007
-0.030
-0.019
-0.140
-0.159
-0.020
-0.080
-0.057
0.012
0.007
0.46
0.45
0.69
0.34
0.33
0.49
0. 62
0.56
0.47
0.34
0.51
0.41
0.23
0.29
0.27
0.29
0.34
0.29
0.39
0.35
0.39
0.25
0.29
0.50
0.34
0.26
0.25
0.17
0.17
0.21
0.15
0.18
0.17
0.15
0.16
0.12
0.14
0.10
0.13
0.09
0.10
0.10
0.10
0.10
0.10
0.07
0.09
0.07
0.07
0.08
82.08
148.64
58.92
70.99
148.50
157.29
0.20
133.09
103.13
53.91
170.87
122.61
132.04
133.89
178.31
69.84
108.67
103.13
131.11
118.11
130.63
97.34
159.19
150.35
129.06
138.55
169.69
19.98
139.77
109.92
132. 63
119.77
104.03
82.10
76.41
144.70
101.13
88.46
121.22
127.04
113.73
79.42
111.27
109.71
82.50
124.37
167.26
113.74
170.31
170.36
69.48
65.75
77.39
74.44
97.75
145.32
104. 68
24.19
68.13
94.87
105.56
93.57
94.51
90.67
136.09
61.59
52.22
39.84
5.21
33.76
1.22
32.59
73.70
31.43
6.32
18.99
123.20
119.27
88.24
21.51
59.21
54.71
54.84
35.82
26.36
93.05
24. 61
47.44
36.63
72.95
118.66
76.45
39.74
32.03
66.58
73. 64
120.00
68.78
121.81
47.18
143.83
139.64
262.39
5.24
144.09
271.42
319.24
143.54
94.60
57.44
206.60
110.14
182.19
63.29
289.90
276.44
263.96
329.39
284.94
269.69
303.72
148.48
341.06
303.01
330.48
320.13
195.73
12.59
25.73
67.16
48.99
302.75
17.03
157.99
166.93
177.31
159.81
123. 63
295.15
252.59
15.47
272.15
100.24
141.03
202.41
210.19
243.35
311.46
74.72
249.25
118.14
65.26
88.32
138.06
129.89
115.70
75. 67
24.23
105.36
118.85
79.48
190.33
182.89
106.49
156.62
58.80
54.15
43.38
5.69
37.34
1.20
27.97
76.80
39.94
6.07
18.09
125.89
125.73
81.05
25.48
59.70
61.15
67.66
29.50
28.31
90.08
23.87
46.41
36.45
80.79
151.84
81.83
52.38
32.10
69. 61
91.74
102.55
69.28
127.73
50.81
0.7
4.2
0.77
0.3
0.52
0.78
2.7
13
0.85
0.36
1.2
0.22
0.25
0.59
0.23
1.4
1.7
1.9
l.le+002
4.9
2.9e+003
4.2
1.4
2.8
84
13
0.36
0.44
0.96
6.6
2.1
2.1
1.7
4.7
17
0.84
12
3
6.3
1.6
0.22
0.91
2.1
6.4
4.9
0.73
1. 6
2
0.57
1.9
total var= 385.9583 pred var= 185.3191
percent total var predicted/var original= 48.0
Fernandina Beach ODMDS Depth Average Currents
file name: FBavg.out
date: 25-Feb-2008
nobs = 8760, ngood = 8712, record length (days) = 365.00
start time: Ol-Sep-2006
rayleigh criterion = 1.0
Greenwich phase computed with nodal corrections applied to amplitude \n and phase
relative to center time
xO= -0.725, x trend= 0
-------
var(x)= 61.9278 var(xp)= 56.0838 var(xres)= 5.8936
percent var predicted/var original= 90.6 %
yO= -0.31, x trend= 0
var(y)= 194.3195 var(yp)= 88.5166 var(yres)= 105.8547
percent var predicted/var original= 45.6 %
ellipse parameters with 95%% CI estimates
tide
SSA
MSM
MM
MSF
MF
ALP1
2Q1
SIG1
*Q1
RH01
*01
TAU1
BET1
N01
CHI1
PI
*K1
PHI1
THE1
Jl
SOI
001
UPS1
OQ2
EPS2
*2N2
*MU2
*N2
*NU2
*M2
*MKS2
LDA2
*L2
*S2
*K2
MSN2
ETA2
*M03
*M3
S03
*MK3
*SK3
*MN4
*M4
SN4
*MS4
*MK4
*S4
*SK4
2MK5
*2SK5
*2MN6
*M6
*2MS6
f req
0.0002282
0.0013098
0.0015122
0.0028219
0.0030501
0.0343966
0.0357064
0.0359087
0.0372185
0.0374209
0.0387307
0.0389588
0.0400404
0.0402686
0.0404710
0.0415526
0.0417807
0.0420089
0.0430905
0.0432929
0.0446027
0.0448308
0.0463430
0.0759749
0.0761773
0.0774871
0.0776895
0.0789992
0.0792016
0.0805114
0.0807396
0.0818212
0.0820236
0.0833333
0.0835615
0.0848455
0.0850736
0.1192421
0.1207671
0.1220640
0.1222921
0.1251141
0.1595106
0.1610228
0.1623326
0.1638447
0.1640729
0.1666667
0.1668948
0.2028035
0.2084474
0.2400221
0.2415342
0.2443561
ma j or
1.976
1.585
2.685
1.367
1.491
0.152
0.135
0.205
0.477
0.366
0.631
0.168
0.107
0.221
0.124
0.312
0.890
0.265
0.065
0.264
0.182
0.029
0.017
0.111
0.310
0.360
0.572
3.518
0.631
16.820
0.544
0.297
0.534
2.612
0.661
0.233
0.036
0.114
0.537
0.116
0.178
0.221
0.209
0.507
0.073
0.412
0.133
0.245
0.079
0.040
0.101
0.185
0.304
0.185
emaj
2.891
2.700
2.821
2.435
2.479
0.287
0.276
0.296
0.335
0.372
0.243
0.351
0.238
0.286
0.234
0.302
0.374
0.343
0.252
0.324
0.295
0.154
0.174
0.174
0.227
0.213
0.216
0.230
0.226
0.233
0.223
0.211
0.292
0.213
0.157
0.214
0.101
0.074
0.134
0.084
0.106
0.120
0.089
0.085
0.067
0.078
0.071
0.080
0.051
0.051
0.065
0.079
0.065
0.076
minor
-0.170
0.138
0.044
0.027
-0.130
-0.009
0.012
-0.102
-0.088
-0.166
-0.239
0.141
0.049
-0.012
-0.021
-0.079
0.041
-0.006
0.014
-0.118
0.014
-0.004
-0.012
-0.040
0.063
-0.044
-0.114
-0.280
-0.132
-0.436
-0.039
0.099
0.168
-0.199
0.104
-0.015
0.028
-0.056
-0.036
-0.082
-0.010
0.002
-0.007
-0.121
-0.039
-0.215
-0.007
-0.165
-0.009
-0.025
-0.046
-0.074
-0.147
-0.132
emin
0.59
0.68
0.55
0.56
0.68
0.17
0.18
0.18
0.22
0.19
0.38
0.30
0.17
0.15
0.19
0.28
0.31
0.24
0.16
0.23
0.17
0.10
0.11
0.16
0.15
0.17
0.20
0.23
0.21
0.24
0.15
0.19
0.34
0.25
0.16
0.19
0.10
0.08
0.10
0.08
0.10
0.09
0.06
0.06
0.06
0.07
0.05
0.06
0.05
0.05
0.06
0.06
0.06
0.06
inc
89.82
99. 68
94.12
84. 64
99.85
121.58
55.44
103.25
110.63
95.10
151.90
20.32
140.19
104.28
144.17
122.57
124. 61
61.45
117.15
67.31
112.98
89.00
8.18
46.22
91.67
114.56
118.71
130.16
122.00
128.58
86.81
120.18
158.70
126.59
133.80
84.74
175.52
150.52
107.79
99.33
137.10
89. 65
93.05
91.89
112.59
94.02
92.18
108.31
114.35
34.00
85.67
119. 67
120.10
91.97
einc
12
13
9
15
18
50
42
56
28
41
42
88
62
32
63
52
16
47
51
55
41
48
113
90
34
30
21
4
20
0
14
49
43
4
14
43
142
85
10
66
38
24
18
8
73
15
22
35
38
103
47
24
18
50
.12
.99
.74
.16
.82
.11
.41
.27
.03
.38
. 61
. 67
.39
.64
.16
.27
.44
.53
.10
.42
.87
.87
.82
.09
.15
. 64
.32
.05
.65
.80
.07
.93
.29
.24
. 62
.18
.81
.28
.91
.36
.82
.16
.90
.53
.34
.64
.82
.69
.13
.82
.23
.40
.48
.73
pha
288.12
179.54
131. 61
200.03
328.17
76.59
151.09
309.85
136.99
193.41
128.98
183.06
73.39
126.61
128.40
32.10
127.34
16.83
95.22
172.97
189.41
145.31
139.69
42.87
308.09
260.40
329.07
278.18
281.92
296.36
136.71
283.17
298.71
321.28
315.34
84.35
208.61
5.56
67.14
56.79
316.24
3.95
156. 64
168.76
163.36
164.16
134.40
283.21
214.41
40.31
285.71
67.53
120.73
190.02
epha
73
98
62
136
111
138
140
132
46
86
30
145
172
78
137
86
23
104
215
113
108
232
238
107
55
41
26
3
22
0
19
55
34
5
12
66
164
79
15
90
30
35
25
10
90
17
29
39
45
132
56
27
20
56
.94
.63
.96
. 63
.96
.72
.40
.46
.89
.11
.82
.28
.74
.08
.84
.31
.95
.22
.25
.55
.44
.57
.74
.26
.02
.97
.46
.60
.67
.81
.37
.89
.91
.42
.09
.52
.15
.35
.26
.61
.73
.41
.34
.03
.75
.09
.77
.38
.31
.25
.03
.06
.39
.24
snr
0.47
0.34
0.91
0.32
0.36
0.28
0.24
0.48
2
0.97
6.7
0.23
0.2
0.6
0.28
1.1
5.7
0. 6
0.067
0.66
0.38
0.036
0.0097
0.41
1.9
2.9
7
2.3e+002
7.8
5.2e+003
6
2
3.3
1.5e+002
18
1.2
0.13
2.3
16
1.9
2.8
3.4
5.5
36
1.2
28
3.5
9.4
2.4
0.64
2.4
5.5
22
5.9
-------
2MK6
2SM6
*MSK6
3MK7
*M8
0.2445843
0.2471781
0.2474062
0.2833149
0.3220456
0.030
0.090
0.067
0.027
0.073
0.047
0.064
0.047
0.034
0.040
-0.024
-0.046
-0.003
0.010
-0.016
0.04
0.05
0.04
0.03
0.04
2.66
118.80
89.48
100.26
6.62
137.57
51.85
39.95
71.13
36.85
296.61
271.88
327.54
167.90
57.60
122
63
43
95
42
.27
.53
.22
.52
.91
0.4
2
2.1
0.61
3.4
total var= 256.2473 pred var= 144.6004
percent total var predicted/var original= 56.4
Fernandina Beach ODMDS Water Depth
file name: depth.out
date: 28-Feb-2008
nobs = 2676, ngood = 2179, record length (days) = 111.50
start time: 19-0ct-2006 21:00:00
rayleigh criterion = 1.0
Greenwich phase computed with nodal corrections applied to amplitude \n and phase
relative to center time
xO= 14.9, x trend= 0
var(x)= 0.25192 var(xp)= 0.21501 var(xres)= 0.041449
percent var predicted/var original= 85.3 %
tidal amplitude and phase with 95% CI estimates
tide
MM
MSF
ALP1
2Q1
Ql
*01
N01
*K1
Jl
001
UPS1
EPS2
*MU2
*N2
*M2
*L2
*S2
ETA2
*M03
*M3
*MK3
*SK3
*MN4
*M4
SN4
*MS4
S4
*2MK5
2SK5
*2MN6
*M6
*2MS6
2SM6
3MK7
M8
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
freg
.0015122
.0028219
.0343966
.0357064
.0372185
.0387307
.0402686
.0417807
.0432929
.0448308
.0463430
.0761773
.0776895
.0789992
.0805114
.0820236
.0833333
.0850736
.1192421
.1207671
.1222921
.1251141
.1595106
.1610228
.1623326
.1638447
.1666667
.2028035
.2084474
.2400221
.2415342
.2443561
.2471781
.2833149
.3220456
amp amp err
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0439
.0551
.0167
.0173
.0053
.0404
.0216
.0757
.0071
.0037
.0065
.0160
.0343
.1026
.7067
.0479
.0695
.0028
.0238
.0208
.0372
.0189
.0315
.0554
.0016
.0262
.0125
.0095
.0027
.0087
.0202
.0104
.0047
.0025
.0033
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
,069
,079
,020
,018
,015
,023
,018
,024
,017
,009
,011
,017
,019
,018
,019
,029
,019
,008
,011
,011
,011
,009
,011
,009
,006
,011
,010
,006
,005
,005
,006
,006
,004
,004
,004
pha
327.
66.
100.
79.
304.
219.
249.
207.
82.
327.
67.
178.
138.
350.
16.
31.
35.
263.
30.
75.
34.
49.
200.
205.
211.
213.
287.
34.
205.
168.
197.
216.
304.
270.
28.
pha err
05
30
98
93
96
64
98
58
21
70
44
24
79
10
16
69
87
96
58
92
08
86
43
69
56
61
69
09
93
50
72
22
21
43
70
110,
103,
78,
72,
159,
31,
45,
18,
147,
151,
117,
69,
32,
11,
1,
34,
15,
180,
31,
32,
16,
32,
20,
10,
224,
22,
49,
48,
131,
34,
16,
30,
71,
96,
87,
.08
.95
.37
.98
.84
.67
.64
.99
.19
.58
.14
.32
.14
.85
.55
.66
.69
.20
.15
.09
.52
.96
.30
.58
.73
.44
.08
.60
.33
.68
.24
.97
.77
.58
.19
snr
0.4
0.49
0.69
0.89
0.12
3
1.5
10
0.18
0.17
0.34
0.9
3.2
32
1.5e+003
2.7
13
0.14
4.9
3.4
11
4.3
8.4
34
0.06
5.6
1.5
2.5
0.33
2.7
11
3
1.1
0.44
0.55
-------
APPENDIX D
CDIP Station 132 Historical
Wave Statistics
-------
083 KINGS BAY, GA
SIGNIFICANT WAVE HEIGHT BY MONTH FOR 1888 (UTC)
3 - +
^ +
T2.5- t
I
n: I
0}
!"'T !
"
p 1 - J
c I I
H aฃ pa
o.s -LJ
I ,-J
1 1
0 ' '
T
i f i
1 1 | ::
1 | 1 iila SLJ
r~~i f~~|
_L J^ -L
i i i i i
Jan Feb Mar Apr May Jun Jul
N =426 264
246 226 244 336 730
1 - ^ -\ \
25%ile MEDIANMEAN 75
+
+
t
ฑ ii - J
g +4-
-- ii. f I "
i ! I-
9 H H PI ~
1 1 -
1 ^~^ 1
1 1 1 1 1
Aug Sap Oct Nov Dec
733 692 693 671 715
i L_5_L _|
http://cdip.Lcsd.edu/
083 KINGS BAY, GA
SIGNIFICANT WAVE HEIGHT BY MONTH FOR 1999 (UTC)
5
4.5
4
to
i
E- 3.5
en
'
Jul A
718 71
-------
083 KINGS BAY, GA
SIGNIFICANT WAVE HEIGHT BY MONTH FOR 2000 (UTC)
2.5
1~
ซ 2
I
^j1
.c
O}
I 1.5
OJ
to
rt 1
o
'c
CO
0.5
g
-
J ;
II
!!
: :
j j
T
i
Sฃ 0.6 E
_ J_
I I
= = T
: :
!! +
ฑ. T
!!
i *
i
- H P
n~
i i i
=1=
T
i i
! i
*
_l_ ,
ฑ
* |
tii
| 3.8
'- EiS
3 ~ p^i
J i i
iii
!!
-
JL := i
+ T
4
m
.9
i
i
i
i
; i
a.8
gi
I
i
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
N=713 684 716 537 707 682 683 708 663 669 643 674
i 5 -T~
Lfml
| _ _1 U>i
H
25%ile MEDIANMEAH 75Xile
http://cdip.ucsd.edu/
083 KINGS BAY, GA
SIGNIFICANT WAVE HEIGHT BY MONTH FOR 2001 (UTC)
3.5
g 3
ts>
T.
0)
m 2
ct
3:
c 1.5
(S
y
1 1
CO
0.5
g
f
.
^
+
+
|
*
J I
" " J
1
p-gi &Zi ^.^ h G|
_ rH &^| FH
1 1 1 1
_L I J_
i i i i i
Jan Feb Mar Apr May
N =668 622 674 634 672
| 1 1AL _j
25%ile
4;
1
J,
i O..J
fl-3.
1^1 J_
1 1
=
z
i
i
i
J
T 0
1 ^ [
Ep
h
i
; =:
- i :
i * *
i 1
1
|
I
80-!"
1
I_J
zl
1 |
i i i i i
Jun Jul Aug Sep Oct Nov Dec
660 709 714 678 688 568 632
L(ml
I
YiEDIANMEAN
i L_5_L _|
75%ile
http://cdip.ucsd.edu/
-------
083 KINGS BAY, GA
SIGNIFICANT WAVE HEIGHT BY MONTH FOR 2002 (UTC)
2.5
g 2
I
'I1 1.5
I
Oj
(0
3=
c 1
(C
0
c
0)
CO
0.5
n
-
* :
t 5
^ i
ฑ
=
ii --
m
il i s
1 i
ii 1
- * 1
D 7
i ;
=
i |
rn IT
!
i
= *
i ;
;
Bl
flLZI i^. ].
n -
L-rJ L-i-l Lyl
I
-
-t-
i i i i i i
1
:
i
i
f
5 t
fi^i F
- - -
i
+
i- 1
: ~^~
t 1
- | I ^
i 1
: i *
!
n '
0.8 1 1
3.6 '
- 1 i 1
1 1 1
|
+
*
+
t
i
i
i
i
i
D.5
1
i
-
-
"
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
N =607 519 668 678 704 694 708 752 708 733 654 6S1
L (ml
1 - ^ -| |
_ _L L_5_L ^
25%ile MEDIANMEAH 75Xile
http://cdip.ucsd.edu/
083 KINGS BAY GA
SIGNIFICANT WAVE HEIGHT BY MONTH FOR 2003 (UTC)
2.5
g
*v> 2
1
QJ
I 1 5
O3
Ti
-^
O
|
0.5
g
!
:
:
;
;
I
ฑ T |
i 1 -i-
1 i '
i 1 '
I J ! ! 1 ft
i i T
1 1.7 J 1 T t
1 1 3.6 i~
fl-*ci ^^ 05 1 1
- P.4 ftL2 1 1 Mi EZ1
y 9 i i p n ฑ a -
i i i i i i i i
:
= !
j :
'
!
:
+
1
I
!
1
1
9 ! ).8
@
i
! !
-
-
J
+
i
t
T "
Ol7
^P-
1
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
N =709 603 637 656 662 625 665 744 679 650 690
^
c \ 1
L---i -
111
1 -2 http://cdip.ucsd.edu/
-------
083 KINGS BAY, GA
SIGNIFICANT WAVE HEIGHT BY MONTH FOR 2004 (UTC)
4
3.5
ฃ
I 3
I5 2.5
X
a.
ฃ 2
ง 1.5
c
to 1
0.5
Q
-
-
: i
+
+
1
1
1
1
1
1
+ |
T + | : -
t
i i i i
. i pa i -f- - | j
fl ,u i n
_ Jj> LJ LjJ fi-3 rn e% oJ4 E
1 ' 1 p=l 1=] t^j
1 1 1 1 1 1 1
1 1.3
1 -T-
[ 1
1 P>0| n ~j
_ D.D f^^^ U *
i-i ^^ ^^~
-
i ^~~^
i i
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
N =661 568 541 699 592 560 662 695 611 725 671 679
Km)
+ < LI -L _| | < U i -|
25Kils MEDIAN MEAN 75Bils
http://cdip.ucsd.edu/
083
KINGS BAY, GA
SIGNIFICANT WAVE HEIGHT BY MONTH FOR 2005 (UTC)
2.5
g
I 2
ฃ
s
1
J
S 1
0.5
n
-
-
*
i
: *
|
1
1
1 1
a .8
9.7
^^
_
i i
Jan Feb
N =448 394
+
*
+
+
T i i
i i :;
i -
i i
i ' 1
i i T
9 .G p_^
f I
i i i
Mar Apr May
256 655 579
1 - -T~
i ;
*
D.7 1
^^ i
D~5l
1 1
i i
Jun Jul
+
.j.
*
-^-
|
?
i
I
i ,
: :
L j| ฑ i
:
"T
1
-
1
1
o-i a n ^
1
i
j
j
17
i i i i
-
-
Aug Sep Oct Nov Dec
460 291 409 344 524 537 660
Li'rnj
< 1.5 L j
25Kile MEDIAN MEAN 75Bile
http://cdip.ucsd.edu/
-------
083 KINGS BAY, GA
01/Jan/2005 00:26:00 - 31/Dec/2005 18:28:00 UTC
Total Number of Occurrences = 5317
WAVE ROSE
w
SIGWAVE HEIGHT(m)
o-o.! 0.5-1 1-1.5 I-
hllp,"cdip.ucsd.edu/
083 KINGS BAY, GA
D1/Jan/2005 00:26:00 - 31/Dec/2005 18:28:00 UTC
Total Number of Occurrences =5317
PERIOD ROSE
W 270
PEAK PERIOD (s)
0-2 2-4 4-6
http://cdip.ucsd.edu/
------- |