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UFL/COEL-89/007
BEACH MONITORING PROJECT
SAND KEY PHASE II BEACH NOURISHMENT
PROGRAM
(North Redington Beach and Redington Shores)
Post-Nourishment Report
PART II Offshore Profiles and Wave Data
(Survey of January 25-26, 1989)
by
Li-Hwa Lin
and
Robert G. Dean
Prepared for:
Pinellas County
and
Division of Beaches and Shores
Florida Department of Natural Resources
March, 1989
REPORT DOCUMENTATION PAGE
1. Report No. 3. Recipint's Accession Mo.
4. Title aot Subtitle 5. Report Date
BEACH MONITORING PROJECT March 1989
SAND KEY PHASE II BEACH NOURISHMENT PROGRAM
PART II Offshore Profiles and Wave Data 6.
(Survey of Tanurav 25-26, 1989) ____
7. Aithor(O) 6. Performing Orgentiation Report No.
Li-Hwa Lin
Robert G. Dean UFL/COEL-89/007
9. Perforae Organization Name and Address 10. Project/Task/ork Unit go.
Coastal and Oceanographic Engineering Department
University of Florida
S11. Contract or Crant No.
336 Well Hall
Gainesville, FL 32611
13. Type of Ieport
12. Sponsors Orgastiatlo Nam and Address
Pinellas County Final
and
Division of Beaches and Shores
Florida Department of Natural Resources 1-
15. Supplementary notes
16. Abstract
This study presents the third post-nourishment survey (January 1989) results for
the Sand Key Phase II beach nourishment project carried out in June, 1988. The
monitoring program to this beach nourishment project is a joint effort between
the University of South Florida and University of Florida. The field surveys
include a total of 26 profiles, encompassing approximately 3 miles of shoreline
extending from DNR R-96 to R-1ll. The total calculated volume loss of sand in
the nourished segment (from R-99G to R-107) between the July 88 and January 89
surveys is 51,113 cubic yards, which is a loss about 9.7 percent of 529,150 cubic
yards actually placed in the nourishment project. The total loss of sand computed
in the entire survey area is 26,796 cubic yards, which is only 5.1 percent of the
sand placed in the nourishment project. It is stressed that a part of these net
volume reductions is due to the background erosion and not due to spreading losses
induced by the nourishment project.
17. Originator's Key Words 18. Availability Statement
Nourishment
Profiles
Survey
Volume Changes
19. U. S. Security Classlf. of the report 20. I. S. Security Classf. of This Pa*e 21. No. of Pages :2. Price
Unclassified Unclassified 166
BEACH MONITORING PROJECT
SAND KEY PHASE II BEACH NOURISHMENT PROGRAM
(North Redington Beach and Redington Shores)
Post-Nourishment Report
PART II Offshore Profiles and Wave Data
(Survey of January 25-26, 1989)
Submitted to:
Pinellas County
and
Division of Beaches and Shores
Florida Department of Natural Resources
by
Li-Hwa Lin
and
Robert G. Dean
Department of
Coastal and Oceanographic Engineering
University of Florida
Gainesville, FL 32611
March, 1989
BEACH MONITORING PROJECT
SAND KEY PHASE II BEACH NOURISHMENT PROGRAM
(North Redington Beach and Redington Shores)
Post-Nourishment Report
PART II Offshore Profiles and Wave Data
(Survey of January 25-26, 1989)
Submitted to:
Pinellas County
and
Division of Beaches and Shores
Florida Department of Natural Resources
by
Department of Coastal and Oceanographic Engineering
University of Florida
and
Department of Geology
University of South Florida
PART I Beach profiles (USF Separate Report)
PART II Offshore profiles and wave data (UF)
PART III Sediment analysis (USF Separate Report)
PART IV Shoreline maps (USF Separate Report)
March, 1989
TABLE OF CONTENTS
page
INTRODUCTION... .............................. 1
ADVANCED SUMMARY ..... ....................... 3
PURPOSE...................................... 3
SURVEY AND REPORT SCHEDULE .. ................. 3
FIELD METHODOLOGY ............................ 3
Landward Portion of Profile ........................ 5
Gulfward Portion of Profile .......................... 5
Difficulties Encountered in the Surveys ................ ..... 6
ANALYSIS AND PRESENTATION ..... .................. 6
CALCULATION OF VOLUME CHANGES AFTER NOURISHMENT 7
WAVE DATA .................... ............... 10
APPENDIX I: COMBINED OFFSHORE AND BEACH PROFILES. I-1
APPENDIX II: THE FIRST (JULY 88) AND THIRD (JAN 89)
POST-NOURISHMENT PROFILES ................. .... II-1
APPENDIX III: SUMMARY OF WAVE DATA .............. III-1
L
BEACH MONITORING PROJECT
SAND KEY PHASE II BEACH NOURISHMENT PROGRAM
Post-Nourishment Report
PART II Offshore Profiles and Wave Data (Survey of Jan 25-26, 1989)
INTRODUCTION
This is the fourth of a series of reports presenting offshore survey results for
the Sand Key Phase II beach nourishment project carried out in June, 1988. This
project comprised the placement of 369,714 cubic yards of sand (paid yardage) ob-
tained from Johns Pass ebb tidal shoals, delivered by pipeline dredge and placed
along 1.6 miles of Sand Key shoreline. As shown in Figure 1, the monitoring
project encompasses approximately 3 miles of shoreline extending from Florida
Department of Natural Resources (FDNR) Monument No. R-96 to FDNR Mon-
ument No. R-111.
This field program to document the performance of this beach nourishment
program is a joint effort between the University of South Florida (USF) and the
University of Florida (UF). The USF has presented their results in a series of three
reports.
This report is organized as follows. The main body of this report describes the
survey methods, problems encountered and any necessary adjustments to the sur-
vey data. The following section presents an analysis of volume changes of sand for
the entire survey region at North Redington Beach and Redington Shores. The vol-
umes of sand remaining as determined by the January, 1989 survey are compared
with the first post-nourishment (July, 1988) surveyed volumes, thus providing a
measure of project performance over this seven month period. The final section of
the main body describes the wave data from the Clearwater gage which is main-
tained by the Univeristy of Florida. Appendix I presents the combined USF and
UF profiles for the third post-nourishment (Jan 25-26, 1989) survey. Appendix
II presents, for each profile line, the profiles obtained from the first (July 88) and
third (Jan 89) post-nourishment surveys. Appendix III presents the wave data
obtained in December, 1988, and January, 1989, from the UF maintained gage off
Clearwater. The digitized data for this and the three earlier surveys in the form of
floppy disks have been forwarded to Pinellas County and the Division of Beaches
and Shores of the Florida Department of Natural Resources.
A MONUMENT
-- PROFILE
----- CONTOUR (FT)
NAUTICAL MILE
0 1
Fig. 1: A plan view of beach monitoring profiles in the Sand Key project.
ADVANCED SUMMARY
The change in sand volume of the nourished beach was computed based on the
first (July 88) and third (Jan 89) post-nourishment surveys. The change is a loss
of 26,796 cubic yards between profiles R-96 and R-111G, which is a loss of about
5.1 percent of 529,150 cubic yards, the total amount of sand actually placed in the
nourishment project. The change within the nourished area (R-99G to R-107) is
51,113 cubic yards, amounting to approximately 9.7 percent.
PURPOSE
The main objective of the project is to develop and interpret survey data.
Based upon the surveyed profile data, changes in sediment volumes along the
shoreline can be computed. At the end of the two year project the littoral sediment
budget in the North Redington Beach and Redington Shores can be evaluated.
Therefore, the long-term shoreline changes and sand losses for the project area can
be estimated. Also, by using this information and the wave information collected
from the Clearwater wave gage, a wave refraction study of the monitored project
area will be performed. The wave refraction study will allow comparison between
predicted and measured performances of the beach nourishment project. It can
be used also to interpret the sediment motion between any two surveyed profiles.
SURVEY AND REPORT SCHEDULE
The monitoring study is for a duration of two years plus pre- and post-
nourishment surveys. The offshore profiles were taken immediately prior to the
nourishment project and immediately upon completion of the nourishment. Off-
shore profiles are to be taken at three month intervals for the first twelve months.
During the second year after the initial nourishment, profiles will be taken at six
month intervals. Individual reports have been completed for the pre-nourishment
and first two post-nourishment surveys. A report will be prepared for each addi-
tional post-nourishment survey.
FIELD METHODOLOGY
The field survey program includes a total of 26 profiles. The corresponding
profile azimuths were established by USF for the pre-nourished beaches represent-
ing an approximate shore normal direction at that time (also see Figure 1). The
profiles are located at the U.S. Army Corps of Engineers profile points which are
D.N.R. reference monuments listed in Table 1. These profile lines include R-96,
R-97, R-98A, R-99A, T100, T100A, R101, R101A, R102, R103, R103A, T104,
TABLE 1: MONUMENTS INCLUDED IN SURVEY PROGRAM
State Plane Coordinates (from D.N.R.)
Station*
R-96
R-97
R-98G
T-98A
R-99G
R-99A
T-100
T-100A
R-101
R-101A
R-102
R-102G
R-102A
R-103
R-103A
T-104
T-104A
R-105
R-105G
R-105A
T-106
T-106A
R-107
R-107A
R-108
R-108G
R-109
R-110G
R-111G
Easting (x)
(feet)
227958.485
228343.814
228772.087
229028.789
229275.691
229597.306
229891.061
230148.906
230423.542
230688.978
231008.001
230898.594
231116.317
231360.509
231583.068
231879.478
232146.410
232484.160
232455.921
232744.670
233058.630
233416.537
233776.623
234162.479
234582.270
234521.211
235223.399
236031.320
236870.595
Northing (y)
(feet)
1276710.289
1275866.521
1275053.219
1274566.127
1274163.874
1273596.413
1273110.390
1272691.171
1272252.968
1271769.475
1271352.894
1271308.691
1270935.255
1270528.098
1269891.226
1269383.631
1268917.614
1268492.980
1268467.560
1268091.876
1267702.733
1267304.950
1266915.338
1266496.174
1266287.600
1266249.446
1265406.463
1264755.180
1264146.555
* 'G' monuments established by USF Geology Dept., May, 1988
** Monument height (z) referenced to N.G.V.D. 1929
Mon. Ht.**(z)
(feet)
5.93
6.46
6.79
6.14
6.29
7.63
9.06
8.31
8.36
6.92
5.48
6.74
5.68
6.19
6.82
6.42
7.65
6.24
6.52
6.45
6.48
6.01
6.04
4.25
6.58
7.69
7.46
5.87
6.27
Azimuth
(o)
255
250
240
240
240
240
240
260
243
248
250
247
240
245
240
240
230
235
245
240
235
240
240
230
220
220
T104, R105, R105A, T106, T106A, R107, R107A, R108, R109, R110, and R111.
For all these profiles, the D.N.R. monuments serve as the baseline points for the
survey except for profiles R-102, R-105, and R-108 where the 'G' monuments es-
tablished on the gulf front seawall by the University of South Florida are used as
the baseline points.
The field surveys are divided into a landward portion (conducted by USF) and
a gulfward portion (conducted by UF).
Landward Portion of Profile
The technique of documenting the landward portion of the profiles has been
described in earlier USF reports, but will be presented briefly here.
The survey procedures for the landward portion of the profile are standard for
land surveying. Basically a leveling rod is held vertical at points of interest by a
'rod-person' and in this case the elevation is read using a transit. The distance
from the transit to the rod is established optically by reading stadia hairs on the
telescope of the transit. This procedure is continued out to wading depth where
the boat surveys continue the profile line into the gulf. In order to obtain the
maximum possible overlap between the landward and gulfward portions of the
lines, it is desirable to conduct the landward surveys at low tide and the gulfward
surveys during high tide.
Gulfward Portion of Profile
The offshore profile survey is performed using a computer controlled survey
system installed on a 26 feet aluminum power boat. The survey system includes a
fathometer unit (Model 412 Auto Track) and a range finder (Mini-Ranger Falcon
484). The fathometer is able to measure water depths ranging from 2.0 to 999.9
feet and provides an accuracy within 0.1 foot. The range finder can measure
distance between the receiver transmitter located on the boat and a microwave
transponder located on shore up to distances of 10 nautical miles with a probable
error range of 6 feet. When sampling a profile, the boat moves relatively slowly
along the profile in order to obtain dense data points. In the shallower water
depths, a boat speed of 4 knots is maintained and in deeper water where the
bottom slopes are less, a speed of 6 knots is maintained. The measured profile
data obtained from the fathometer and the range finder are recorded in a PDP-
11/23 Micro-computer at a sampling rate of one data point per second. Therefore,
the horizontal distance between any two contiguous sample points is about 7 feet
in the nearshore area, and 10 feet in the offshore area.
The Mini-Ranger which is used for horizontal positioning consists of a 'master'
unit mounted on the boat and a 'slave' unit located on the shore reference point
from which the profile is being measured. Upon command from the master unit
(at one second intervals), the slave unit responds and the delay between command
and receipt of response is interpreted as distance. Since only one transponder is
utilized, thus providing distance from the reference point, the alignment along
the profile is provided by positioning two large orange-color target boards on the
beach. They are separated by some distance and aligned with the profile azimuth
by using a transit. The boat then moves in a course adjusted visually on line
with the two target boards. Two survey runs are usually carried out for each
profile line. An extra run may be added to profile surveys if any irregularities of
the survey system are encountered during the profiling processes. For the post-
nourishment survey conducted in January, 1989, the profile surveys were extended
gulfward to a water depth of 18 feet.
Difficulties Encountered in the Surveys
No difficulties were experienced during the January, 1989 survey.
ANALYSIS AND PRESENTATION OF DATA
The offshore profile data obtained in the field are analyzed in the Coastal
Laboratory of the Department of Coastal and Oceanographic Engineering at the
University of Florida. After the data are retrieved from the field, they are trans-
ferred from the PDP-11 Micro-computer to a standard VAX-750 computer for
later analysis. The first step in the analysis of surveyed profile data is to elimi-
nate any erratic points in the depth measurements with frequencies smaller than
0.1 Hz by utilizing a nine-point rectangular filter. The second step is to adjust
the water depth data, based upon the measurements of daily tides from a tide
gage, to N.G.V.D datum. The third step is to reformat the data based on a linear
interpolation to generate profile data points at spacings of 10 feet in horizontal
distance from the baseline. The fourth step is to blend the two or three runs of
a profile into one single profile. The reduced data indicate the final form for the
surveyed profiles and are available in 5.25" floppy diskettes at the Department of
Coastal and Oceanographic Engineering, University of Florida.
Appendix I presents plots combining the offshore profiles and beach profiles,
surveyed by the Department of Geology, University of South Florida, for the post-
nourishment survey. Appendix II presents the offshore and beach profiles for both
the first (July 88) and third (Jan 89) post-nourishment surveys. Some of the
composite profiles are seen to have a segment which is dashed in the nearshore
area. The dashed line indicates the 'constructed' profile which is not available
from either the beach/nearshore profile survey or the offshore profile survey. It
is constructed in a sense that if no bar formation is present in the adjacent pro-
files a simple interpolation is then inserted for the gap. Otherwise, a smoothed
bar segment similar to the neighboring profiles is established in the gap. The
comparison of profiles T-104 between July 88 and Jan 89 surveys reveals large
deviation of the two for offshore distances greater than 2,600 feet. It is noted
here that offshore portion of T-104 was not measured in July, and it was linearly
interpolated between the two adjacent profiles: R-103A and T-104A. Thus, the
interpolated T-104 profile of July 88 is less accurate than the measured one of Jan
89.
CALCULATION OF VOLUME CHANGES AFTER NOURISHMENT
The volume changes of sand for the nourished beach are computed by adding
the volume changes of sand in every two adjacent profiles between the July 88
and Jan 89 surveys. In computing the volume change between any two adjacent
profiles, the volume change per beach length at each profile is first calculated. This
is equivalent to computing the area change of sand in a profile between the July 88
and Jan 89 surveys. The individual profile area is obtained by using a trapezoidal
rule to numerically integrate the area from the monument to a reference offshore
distance, which is normally chosen at the place where the water depth is equal
to 12 feet. The volume change in any two adjacent profile lines is computed,
based on the spacings between the two profiles, and using the trapezoidal rule.
A positive change of volume corresponds to the increase of volume and indicates
a convergence zone of sand, while a negative change of volume corresponds to
the decrease of sand and a divergence zone. Table 2 presents the results for the
computation of volume changes from profiles R-96 to R-111G between the July
88 and Jan 89 surveys. The integration of sand area in a profile is referred to
N.G.V.D, 1929, and is carried out from the monument location to a 12 feet depth
offshore distance.
Figure 2 shows the computed volume changes and cumulative changes in the
survey region between July 88 and Jan 89 surveyed data. It is seen in Figure 2
that the greatest volume losses occur in two areas: one is between R-99G and
T-100A, and another is between T-104A and R-107. As with the July 88 to Jan
89 volume changes, these losses appear to be due to a combination of three effects:
(1) the expected "spreading" losses associated with the nourishment project, (2)
trapping of the northerly transport by the Redington Shores breakwater, and (3)
the background erosion. Also shown in Figure 2 are the volume changes between
July 88 and Nov 88 surveys. It is seen that more erosion occurred in the two
The Mini-Ranger which is used for horizontal positioning consists of a 'master'
unit mounted on the boat and a 'slave' unit located on the shore reference point
from which the profile is being measured. Upon command from the master unit
(at one second intervals), the slave unit responds and the delay between command
and receipt of response is interpreted as distance. Since only one transponder is
utilized, thus providing distance from the reference point, the alignment along
the profile is provided by positioning two large orange-color target boards on the
beach. They are separated by some distance and aligned with the profile azimuth
by using a transit. The boat then moves in a course adjusted visually on line
with the two target boards. Two survey runs are usually carried out for each
profile line. An extra run may be added to profile surveys if any irregularities of
the survey system are encountered during the profiling processes. For the post-
nourishment survey conducted in January, 1989, the profile surveys were extended
gulfward to a water depth of 18 feet.
Difficulties Encountered in the Surveys
No difficulties were experienced during the January, 1989 survey.
ANALYSIS AND PRESENTATION OF DATA
The offshore profile data obtained in the field are analyzed in the Coastal
Laboratory of the Department of Coastal and Oceanographic Engineering at the
University of Florida. After the data are retrieved from the field, they are trans-
ferred from the PDP-11 Micro-computer to a standard VAX-750 computer for
later analysis. The first step in the analysis of surveyed profile data is to elimi-
nate any erratic points in the depth measurements with frequencies smaller than
0.1 Hz by utilizing a nine-point rectangular filter. The second step is to adjust
the water depth data, based upon the measurements of daily tides from a tide
gage, to N.G.V.D datum. The third step is to reformat the data based on a linear
interpolation to generate profile data points at spacings of 10 feet in horizontal
distance from the baseline. The fourth step is to blend the two or three runs of
a profile into one single profile. The reduced data indicate the final form for the
surveyed profiles and are available in 5.25" floppy diskettes at the Department of
Coastal and Oceanographic Engineering, University of Florida.
Appendix I presents plots combining the offshore profiles and beach profiles,
surveyed by the Department of Geology, University of South Florida, for the post-
nourishment survey. Appendix II presents the offshore and beach profiles for both
the first (July 88) and third (Jan 89) post-nourishment surveys. Some of the
composite profiles are seen to have a segment which is dashed in the nearshore
area. The dashed line indicates the 'constructed' profile which is not available
from either the beach/nearshore profile survey or the offshore profile survey. It
is constructed in a sense that if no bar formation is present in the adjacent pro-
files a simple interpolation is then inserted for the gap. Otherwise, a smoothed
bar segment similar to the neighboring profiles is established in the gap. The
comparison of profiles T-104 between July 88 and Jan 89 surveys reveals large
deviation of the two for offshore distances greater than 2,600 feet. It is noted
here that offshore portion of T-104 was not measured in July, and it was linearly
interpolated between the two adjacent profiles: R-103A and T-104A. Thus, the
interpolated T-104 profile of July 88 is less accurate than the measured one of Jan
89.
CALCULATION OF VOLUME CHANGES AFTER NOURISHMENT
The volume changes of sand for the nourished beach are computed by adding
the volume changes of sand in every two adjacent profiles between the July 88
and Jan 89 surveys. In computing the volume change between any two adjacent
profiles, the volume change per beach length at each profile is first calculated. This
is equivalent to computing the area change of sand in a profile between the July 88
and Jan 89 surveys. The individual profile area is obtained by using a trapezoidal
rule to numerically integrate the area from the monument to a reference offshore
distance, which is normally chosen at the place where the water depth is equal
to 12 feet. The volume change in any two adjacent profile lines is computed,
based on the spacings between the two profiles, and using the trapezoidal rule.
A positive change of volume corresponds to the increase of volume and indicates
a convergence zone of sand, while a negative change of volume corresponds to
the decrease of sand and a divergence zone. Table 2 presents the results for the
computation of volume changes from profiles R-96 to R-111G between the July
88 and Jan 89 surveys. The integration of sand area in a profile is referred to
N.G.V.D, 1929, and is carried out from the monument location to a 12 feet depth
offshore distance.
Figure 2 shows the computed volume changes and cumulative changes in the
survey region between July 88 and Jan 89 surveyed data. It is seen in Figure 2
that the greatest volume losses occur in two areas: one is between R-99G and
T-100A, and another is between T-104A and R-107. As with the July 88 to Jan
89 volume changes, these losses appear to be due to a combination of three effects:
(1) the expected "spreading" losses associated with the nourishment project, (2)
trapping of the northerly transport by the Redington Shores breakwater, and (3)
the background erosion. Also shown in Figure 2 are the volume changes between
July 88 and Nov 88 surveys. It is seen that more erosion occurred in the two
TABLE 2: CALCULATION OF VOLUME CHANGES AFTER NOURISHMENT.
Station* Spacing
(feet)
length**
(feet)
vol.*** per unit
beach length(ft2)
vol.
unit
change per
length(ft2)
vol. change
(cubic yard)
July(88) Jan(89)
R-96
R-97
R-98G
R-98A
R-99G
R-99A
T-100
T-100A
R-101
R-101A
R-102G
R-102A
R-103
R-103A
T-104
T-104A
R-105G
R-105A
T-106
T-106A
R-107
R-107A
R-108G
R-109
R-110G
R-111G
928
919
550
472
652
568
492
517
552
506
432
475
675
588
537
546
474
500
535
530
570
435
1097
1038
1037
2800
1300
1400
1450
1400
1450
2300
2000
3200
3500
3300
3550
3250
2950
2200
2200
1200
1700
1800
2050
2050
1900
1750
1900
1000
2100
-35200
-12234
-14131
-12377
-12692
-12562
-24302
-17920
-36449
-41075
-37414
-40252
-34098
-32622
-20343
-20251
-8906
-14376
-15003
-17598
-18521
-18050
-14419
-17365
-6193
-20871
-35111
-12222
-13844
-12214
-13057
-14251
-24556
-18141
-35791
-40391
-36991
-39684
-33719
-32665
-20208
-20851
-9444
-15031
-15192
-18306
-18618
-17582
-14509
-17158
-6331
-20856
89
12
287
163
-365
-1689
-254
-221
658
684
423
568
379
-43
135
-600
-538
-655
-189
-708
-97
-468
-90
207
28
14
1733
5091
4584
-1775
-24821
-20437
-4335
4172
13701
10381
7935
8322
4189
1001
-4629
-11513
-10463
-7819
-8889
-7909
3910
3042
2354
4533
844
Volume changes from R-99G to R-107 in cubic yards = -51,113
Volume changes from R-96 to R-111G in cubic yards = -26,796
* nourished area from R-99G to R-107
** horizontal distance over which volume is integrated (from baseline
to an approximate depth of 12 ft)
***volume relative to N.G.V.D. 1929
3,UUU 1U,UUU
RLONGSHORE DISTANCE(FT)
5.000 10.000
RLONGSHORE DISTANCE(FT)
15,000
--> NORTH
15.000
- NORTH
Fig. 2: Local and cumulative volume changes of sand after beach nourishment
TOTAL CHANGE (YARD3) = -26796
-- NOV88
JAN89
( 0 c =r C co C3C % 0
C r p (D C,- O -n 3 3 (n E o C 00 a 3
c c c eaceaa~ c c c^SSr c ScES^ SS SC o
-100
J
NOURISHED SEGMENT
REDINGTON SHORES
BREAKHATER
I*-I
V
A A/ \\
o c McM a tro a: M a cc
-I M, Mi I M T T T ,, -111 I I II I I I I I
o a re D to inin i d OT CT(fu i a O O E O
mentioned divergence zones and more deposit of sands at and near the south
end of the breakwater after the Nov 88 survey. More sand is seen to move out
the survey region from the most northerly profile R-96 than the southerly profile
R-111G. The changes from Nov 88 to Jan 89 were relatively small.
The total calculated volume loss of sand in the nourished segment (from R-99G
to R-107) between the July 88 and Jan 89 surveys is 51,113 cubic yards, which
is a loss about 9.7 percent of 529,150 cubic yards of material actually placed
in the nourishment project. However, most of the lost volume of sand is found
to stay in the neighbourhood inside the entire survey region. The total loss of
sand computed between R-96 and R-111G is 26,796 cubic yards, which is only 5.1
percent of the sand placed in the nourishment project. It is stressed that a part
of these net volume reductions is due to the background erosion and not due to
spreading losses induced by the nourishment project.
WAVE DATA
The wave data were collected by a UF maintained underwater wave gage lo-
cated about 3 miles offshore Clearwater Beach, Florida. The data contain uni-
directional wave information, including modal wave period and significant wave
height. The directional wave gage is scheduled to replace the unidirectional gage
in and after the third quarter monitoring period. Until the directional wave gage
is available in collecting wave data, wave directions are assumed to be the same
as the local wind directions. Appendix III presents the wave data collected in
December, 1988, and January, 1989. The wave refraction analysis is in process
and will be published as an addendum to this report.
mentioned divergence zones and more deposit of sands at and near the south
end of the breakwater after the Nov 88 survey. More sand is seen to move out
the survey region from the most northerly profile R-96 than the southerly profile
R-111G. The changes from Nov 88 to Jan 89 were relatively small.
The total calculated volume loss of sand in the nourished segment (from R-99G
to R-107) between the July 88 and Jan 89 surveys is 51,113 cubic yards, which
is a loss about 9.7 percent of 529,150 cubic yards of material actually placed
in the nourishment project. However, most of the lost volume of sand is found
to stay in the neighbourhood inside the entire survey region. The total loss of
sand computed between R-96 and R-111G is 26,796 cubic yards, which is only 5.1
percent of the sand placed in the nourishment project. It is stressed that a part
of these net volume reductions is due to the background erosion and not due to
spreading losses induced by the nourishment project.
WAVE DATA
The wave data were collected by a UF maintained underwater wave gage lo-
cated about 3 miles offshore Clearwater Beach, Florida. The data contain uni-
directional wave information, including modal wave period and significant wave
height. The directional wave gage is scheduled to replace the unidirectional gage
in and after the third quarter monitoring period. Until the directional wave gage
is available in collecting wave data, wave directions are assumed to be the same
as the local wind directions. Appendix III presents the wave data collected in
December, 1988, and January, 1989. The wave refraction analysis is in process
and will be published as an addendum to this report.
APPENDIX I:
COMBINED OFFSHORE AND BEACH PROFILES
APPENDIX I:
COMBINED OFFSHORE AND BEACH PROFILES
OFFSHORE AND BEACH PROFILE NOTES:
a. All elevations are in feet and tenths and are referred to
N.G.V.D. 1929.
b. Coordinates are based on the standard plane rectangular
coordinate system for the state of Florida.
c. Azimuths (0 = north) are clockwise relative to magnetic north.
d. Profile azimuths were established for the pre-nourished
beaches representing a shore normal strike at that time.
e. D.N.R. monuments are standard bronze disks set in concrete.
f. USF Coastal Research Lab 'G' monuments represent surveyed
gulfward markers of the Corps of Engineers monuments.
g. Plotted offshore profiles begin at the DNR/USF-'G' monuments
located on the seawall and extend southward.
10
.------ .--......... ------.--. ..... .... ---- ........ -- -.... ........ --- --- .----
---- --- -- -- -- i---q ------ --- + ---t --- 4---- ----4--- -f-- -- -- -- -- I-- -
.... r--- .----. ....... .... -- ---
I ... --- ... r......-r*-T--1 ......'" '-" ...... r-- --- ....... --.. ----T .....--- "
-- -- .. F t ':.. t 't ... .. F -'t .. F ... -: 4 -4 ... t .. .. t -- 4 .. .4 ..F 't .. t 4 ...-"
: --'', --- .. -'-"-- i- --:, -' -,J.. --.- .. ... --.,.... .- .. -- --- -- .-- J ... ... ..-- ..-. --.. ...... ,. -.. -,.. .. ,. -,
---- -- --- ---- --- 4-.
... ..-..--- .- ----.--- ---4------- --- -- ....... ------- ---... ---.... -- -- -------....... ----- ...-- --
*!- -!*-t- ----- --- *- --{--,- ------- --------- --- --- .-- -. -- --.....-.... ... .-.--. --. ...."' .. ..... I----- ....- ... ...
-.-....... ......... .---- I. '---
""-...- -----"---------- --- ---- :--- --------------+ ---- ---- ,------- -- --- 4 .. ....''" ..... "
--4------- ---4 ---- .1"? -- ----- -- --**-- ------?---- **--- --- ---- --- ------ ---- ---------
S--.............. ......... ...... .......................... -
:::3::::--::: ....--i---+ .:.: .. .... -: -------------- -- .. }:-- --: 4 ----- -- -- ....... I--- .. I I .....
.- --. I- I --
.. ------ --------- ------------
............... .. -. ...... ---......-
-----............. --------------- ------------------- ------ .....................
4-:: --------i---q----------- -------4- ----------------4.......1___.-
.4 .... -....... ----- -- 4 -- ---- ------ ....----- ----- --- --. 4 .... ----- -- --- ----- ---
-. .. .. ........ -.. ..... ...-.... I----, .. ..... ....
------- r 9" ..-.. --.. ".... ---4- ------ .. -- -+- .. --
....L ---. .. .. --- -... -- A. L; ...- A .. --- --- -- ,
L .. .. .. .. ..L. ... .&. ... .L -- - -- .. . -- --- -- ----- ----- 4 L- --
----..-----.---
.... -" ."
*----r--r---
.---4---- -------.
*-~---*-+---.*&*
-0 ---- ------- ----------- ----- ------------- ------------ ------------------------------------------
------------- --. -
o ,*8 i i
u .- .A ---- I. --- -- -- ..---- --- ----- ..----- -------------- ---- ---- -------
S ............... r ................... j -- --- --
- 4 . t . !. i. .4- ..0- .. . .q .! . . - . .P . .
FEET
COUNT:P I NELLFIS
COASTAL d OCEAN ENG DEPT
UNIVERSITY OF FLORIDA
RANGE:R-96 1/4
SURVEY BEAR(MAG.N):255
BEACH SURVEY:22JAN89
OFFSHORE SURVEY:25JAN89
a
0
10
-200 0
(MONUMENT)
400
COMBINED PROFILE
-- MEASURED PROFILE
---CONSTRUCTED PROFILE
1000
1200
1400
1600
I
r ... r ---
----------- ----
-----..- --- ...
---i---;---9---
---~---~---C---
I I
--1 ---1--.
-- --. ---4---
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-----------.--
0
z
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L __~L -
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......4." '". .- --.-.. .... .. ..--------- .......... .... ... ..---------- --- .. ....... ........ "....... .--' ........ "----- --'"
4--+ ... ........ 4-- 4-------)- 1- -4--- ----+---f ---- I--------t--4---- --- ----- 4--+ --- .1- ---- --- --- --r- --
S---- -- --- --- J ---- .. ...L --- ---
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3 --- --- -- .... ....
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I I I i l l I I II l l I I i l l I I I I l l I I I
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- - - - - - - -
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a ai-~- $- a-- a
4I I- [ 1 a 14 f a 4
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--------.... -.. -.. ---- ... ...... .... ---: .... .... -- .... .... ........... ... .. .. ......- ... ..... .... I-- : .... .---- J....------
.... ;- -- -- ...... ... ;--- .........---....- ,4.... t...- ..f t ...... "' ..... ..." ....... ....." ." ... ..... .
-'. ---- : --- I -------------:"-----------, --- -----------
4 i i -i -- i-i t i - I + i i
------ ... ----- -. ---- ---- ...... .... -- -- t-- --- --- (--- --- ------ --*"". -- ----- --- --------- -- ---- .-- ---- .---- -
I I I I l l I iI I iII I l l i l I l l I l
-30
... .......- -- ---- -- .. ... .. -- -- -- -- -- -
----------------- --a._.--------
-------------- -- .. .i ...... .. ---- ... -- -4. . ------ ----- .. ... --- ... ------ ----- ---i----4 -----.J .. --- --.... -- .. .
"" -4"- .;- --- ... .. 4 .... ; ......... r --- 4---- --... ...-- ---r'---1 4........------ '----r ---------. --------------------------------------.. ---i 4--.. ;-...
---... .. -- ---- --- L .. .....--- --- Ia--- ..... ..... ........ ... ... .. ... ...- ..
4ttQ '"^":j:"4*- ---- -- --- -- --------- I I --------- .-r- ---- -- --::: I.-: :
--- ----- ----- ---- ---- ---- r -r- --- -- - -- -r
-.a..... a.a a. .......... --a-- 4.--- --
.. ..4 ......... --- !4 i ---- ---
- 0 ..-i..-- -
1800
2000
2200
2400
2600
2800
3000
3200
3400
FEET
COUNTY:P INELLRS
COASTAL 4 OCEAN ENG DEPT
UNIVERSITY OF FLORIDA
RANGE:R-96 2/4
SURVEY BEAR(MAG.N):255
BEACH SURVEY:22JAN89
OFFSHORE SURVEY:25JAN89
1600
COMBINED PROFILE
- MEASURED PROFILE
*---CONSTRUCTED PROFILE
------- --------
------1---- ---
....-~~.......
II
---~---I----r---
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t--- $-1----- ------3---1---- --- ---------
r .. .... ............ -- ---4 .... .... .... .. .... .... .. r---11 11 .. .... .... .... ..
a a I a I I I I .
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r -'--: ---- 1 11 --- 1 --- ---- -- ....
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-- -- -- -- --- l .. .... ... .... .. ... ... ......
3600
3800
4000
4200
..---4--------.
4400
4600
4800
5000
5200
FEET
COUNTY:P I NELLFS
COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA
RANGE:R-96 3/4
SURVEY BERR(MAG.N):255
BEACH SURVEY:22JAN89
OFFSHORE SURVEY:25JAN89
(z
Z
1C
20
3400
COMBINED PROFILE
- MEASURED PROFILE
---*CONSTRUCTED PROFILE
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., ""."'."... ....... --------------- -------- --------.... ........... 4.. 4 .. .............. ................... ............
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A -.... -- J-........ L" ............ -. .... ... ..- .. L ... ..... L .... ---......-..- .--- ........ A .. ....... .... ........ -. .... L "...
--- -------i
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TrI .... ... ." -
fI --- i---- --i-I .. IfI.I..
---- ----- -.------------ ------- ---.-------' ---.----.--- -
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F---- I--------4- --- ----L- --- -
-un
5200
5400
5600
5800
6000
6200
6400
6600
6800
7000
FEET
COUNTY:P I NELL RS
COASTAL 4 OCEAN ENG DEPT
UNIVERSITY OF FLORIDA
RANGE:R-96 4/4
SURVEY BEAR(MAG.N):255
BEACH SURVEY:22JAN89
OFFSHORE SURVEY:25JAN89
COMBINED PROFILE
- MEASURED PROFILE
*---*CONSTRUCTED PROFILE
u I I I I I I I I I 1 $ ,
-- 4 I + +
4. -F 4- -- ---- -
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4 -4 -- I r -- -4-- -- - - -
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...... ...... :::::i:: :: ::j::::::: ::: :i:: : i:^::~ :: :: ::t:: i:::::: i:; : ::j:::: ::::t: ::
-200
0
(MONUMENT)
1000
1200
1400
1600
FEET
COUNTY:P I NELL RS
COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA
RANGE:R-97 1/l
SURVEY BEAR(MRG.N):250
BEACH SURVEY:22JAN89
OFFSHORE SURVEY:25JAN89
COMBINED PROFILE
-- MEASURED PROFILE
---CONSTRUCTED PROFILE
? f
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J -- I ... -- - -- --- - -
----C---- - .. .I- - - - -. .. .. .. .
Z -- - -- --- - -- -I.. .. ... .. 1- -
--- ------------ 6
1600
1800
2000
2200
2100
2600
2800
3000
3200
FEET
COUNTY:P INELLRS
COASTAL & OCERN ENG DEPT
UNIVERSITY OF FLORIDA
RANGE:R-97 2/4
SURVEY BERR(MAG.N):250
BEACH SURVEY:22JAN89
OFFSHORE SURVEY:25JRN89
COMBINED PROFILE
- MEASURED PROFILE
*---CONSTRUCTED PROFILE
3400
I
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-----------
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S I I I i l I I I -- -- ---- ---
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..-- -- -- -+ +----- -- + *-- ----- --+-+ -- --------+ ----+ -+- ---- ----- --- L--- J---- L_
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-.l0
3400
3600
3800
4000
4200
4400
4600
4800
5000
FEET
COUNTY:P INELLRS
COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA
RANGE:R-97 3/4
SURVEY BERR(MAG.N):250
BEACH SURVEY:22JRN89
OFFSHORE SURVEY:25JAN89
COMBINED PROFILE
- MEASURED PROFILE
----CONSTRUCTED PROFILE
5200
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RANGE:R-98G 4/4
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COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA
RRNGE:T-98A 2/4
SURVEY BERR(MAG.N):240
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BEACH SURVEY:22JAN89
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RANGE:R-102R 3/1
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BEACH SURVEY:22JAN89
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COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA
RANGE:R-103 1/3
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UNIVERSITY OF FLORIDA
RANGE:R-103 2/3
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BEACH SURVEY:22JRN89
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3000
3200
3400
FEET
COUNTY:P INELLRS
COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA
RANGE:R-107A 2/q
SURVEY BEAR(MAG.N):240
BEACH SURVEY:23JRN89
OFFSHORE SURVEY:26JAN89
0
1C
z
-10
COMBINED PROFILE
- MEASURED PROFILE
--*-CONSTRUCTED PROFILE
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