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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 July 11-17, 1990

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Title:
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 July 11-17, 1990
Series Title:
UFL/COEL (University of Florida. Coastal and Oceanographic Engineering Laboratory) ; 90/001
Creator:
Lin, Li- Hwa
Place of Publication:
Gainesville
Publisher:
Coastal and Oceanographic Engineering Department, University of Florida
Publication Date:

Subjects

Subjects / Keywords:
Coastal Engineering
Shore protection -- Florida
Beach erosion -- Florida

Notes

Funding:
This publication is being made available as part of the report series written by the faculty, staff, and students of the Coastal and Oceanographic Program of the Department of Civil and Coastal Engineering.

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University of Florida
Holding Location:
University of Florida
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All applicable rights reserved by the source institution and holding location.

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UFL/COEL-90/011

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 July 11-17, 1990)
by
Li-Hwa Lin and
Robert G. Dean
Prepared for: Pinellas County and
Division of Beaches and Shores Florida Department of Natural Resources

October, 1990




REPORT DOCUMENTATION PAGE
. Report no. 23. Recipient'a Accession Mo.
W" tdtd ft !)RING PROJECT Report Date
SAND KEY PHASE II BEACH NOURISHMENT PROGRAM October, 1990
PART II Offshore Profiles and Wave Data 6.
(Survey of July 11-17, 1990)
7. Author(s) S. Perfozinin Organization Report No.
Li-Hwa Lii
Robert G. Dean UF/COEL-90/01
9. Performing Organizatio Name and Address 10. Projectlask/ork UiMt Mo.
Coastal and Oceanographic Engineering Department
University of Florida
336 Weil Hall 11. ntctorGrnt N.
Gainesville, FL 32611 13. T of R
12. Sponsoring Oranization Nam and Addres
Pinellas County Final
and
Division of Beaches and Shores
Florida Department of Natural Resources 14.
15. Supplementary Notes
16. Abstract
This study presents the seventh and final post-nourishment survey (July 1990)
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-ll. The total calculated volume loss
of sand in the nourished segment (from R-99G to R-107) between the July 88 and
July 90 surveys is 93,043 cubic yards, which is a loss about 17.6 percent of
529,150 cubic yards actually placed in the nourishment project. The total loss of sand computed in the entire survey area is 37,261 cubic yards,*which is only 7.0 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 Statment
Nourishment
Profiles
Survey
Volume Changes
19. U. S. Security Classif. of te Report 20. U. S. Security Classi of Thi ?e. No. of Pages 22. Price
Unclassified 0 Unclassified 1 179 e




FINAL REPORT

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 July 11-17, 1990)
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

October, 1990




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 July 11-17, 1990)
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)

October, 1990




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
REFERENCES........................................ 12
APPENDIX I: COMBINED OFFSHORE AND BEACH PROFILES. (Survey of July 11-17, 1990)...............................I-1
APPENDIX II: THE FIRST (JULY 88) AND SEVENTH (JULY 90) POST-NOURISHMENT PROFILES.........................I-i
APPENDIX III: SUMMARY OF WAVE DATA................. III-1




BEACH MONITORING PROJECT
SAND KEY PHASE II BEACH NOURISHMENT PROGRAM Post-Nourishment Report
PART II Offshore Profiles and Wave Data (Survey of July 11-17, 1990)
INTRODUCTION
This is the eighth and final in 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) obtained 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 Monument 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 seven 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 survey 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 volumes of sand remaining as determined by the July, 1990 survey are compared with the first post-nourishment (July, 1988) surveyed volumes, thus providing a measure of project performance over this two year period. The final section of the main body describes the wave data from the Clearwater gage which is maintained by the University of Florida. Appendix I presents the combined USF and UF profiles for the seventh post-nourishment (July 11-17, 1990) survey. Appendix II presents, for each profile line, the profiles obtained from the first (July 88) and seventh (July 90) post-nourishment surveys. Appendix III presents the wave data obtained between February and July, 1990, from the UF maintained directional gage off Clearwater, FL. The digitized data for this and the seven 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.




20 is
"--- -----) -,
- /","*
.. .. .. .... ...

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 seventh (July 90) post-nourishment surveys. The change is a loss of 37,261 cubic yards between profiles R-96 and R-111G, which is a loss of about 7.0 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 93,043 cubic yards, amounting to approximately 17.6 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 are computed. At the end of the two year project the littoral sediment budget in the North Redington Beach and Redington Shores area 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 postnourishment surveys. The offshore profiles were taken immediately prior to the nourishment project and immediately upon completion of the nourishment. Offshore profiles were taken at three month intervals for the first twelve months. During the second year after the initial nourishment, profiles were taken at six month intervals. Individual reports have been completed for the pre-nourishment and first six post-nourishment surveys. This is the seventh and final report documenting the post-nourishment surveys.
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 representing 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 R96, R-97, R-98G, T-98A, R-99G, R-99A, T-100, T-100A, R-101, R-1O1A, R-102,




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-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-11OG 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 230898.594 231116.317 231360.509 231583.068 231879.478 232146.410 232455.921 232744.670 233058.630 233416.537 233776.623 234162.479 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 1271308.691 1270935.255 1270528.098 1269891.226 1269383.631 1268917.614 1268467.560 1268091.876 1267702.733 1267304.950 1266915.338 1266496.174 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 6.74 5.68 6.19 6.82 6.42 7.65 6.52 6.45 6.48 6.01 6.04 4.25 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




R-102A, R-103, R-103A, T-104, T-104A, R-105, R-105A, T-106, T-106A, R-107, R-107A, R-108, R-109, R-110, and R-111. 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 established 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 by a Toshiba 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. For the post-nourishment survey conducted in July, 1990, the profile surveys were extended gulfward to a water depth of 18 feet.
Difficulties Encountered in the Surveys
No difficulties were experienced during the July, 1990 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 transferred from the Toshiba Micro-computer to a standard VAX-750 computer for later analysis. The first step in the analysis of surveyed profile data is to eliminate 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 postnourishment survey. Appendix II presents the offshore and beach profiles for both the first (July 88) and seventh (July 90) 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 the sense that if no bar formation is present in the adjacent profiles a simple interpolation is then inserted for the gap. Otherwise, a smoothed bar segment similar to the neighbouring profiles is established in the gap. A comparison of profiles T-104 between July 88 and July 90 surveys reveals large differences of the two for offshore distances greater than 1,800 feet. It is noted here that the offshore portion of T-104 was not measured in July, 1988, 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 July 90. The July 90 survey shows the formation of a nearshore bar inside the nourished segment. The nearshore bars were seen for the first time in the January 90 profiles after the completion of nourishment project. The nearshore bar structure observed in the July 90 profiles is similar to those of the natural beach profiles surveyed before the nourishment project (Lin and Dean, 1989a).
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 July 90 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 July 90 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 an 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 July 90 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 July 90 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. These losses appear to be due to a combination of three effects: (1) the expected "spreading out" losses




TABLE 2: CALCULATION OF VOLUME CHANGES AFTER NOURISHMENT.

Station* Spacing length**
(feet) (feet)

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-11OG 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

vol.*** per unit beach length(ft2) July 88 July 90

-35200
-12234
-14131
-12377
-12692
-12562
-24302
-17920
-36449
-41075
-37414
-40252
-34098
-32622
-20343
-20251
-8906
-14376
-15003
-17598
-18521
-18050
-14419
-17365
-6222
-20871

-34997
-12186
-13438
-11923
-12438
-13285
-24815
-18242
-36206
-41171
-37731
-39999
-34184
-32227
-20947
-20803
-9370
-15213
-15522
-18287
-18694
-17373
-14337
-17294
-6177
-20697

vol. change per unit length (ft2)

203
48 693 454 254
-723
-513
-322 243
-96
-317 253
-86 395
-604
-552
-464
-837
-519
-689
-173 677 82 71 45 174

vol. change (cubic yard)

4308 12622 11702 6191
-5665
-12994
-7611
-762 1495
-3874
-514 1463 3864
-2266
-11487
-10277
-11420
-12559
-11968
-8468 5310 6117 3111 2226 4195

Volume changes from R-99G to R-107 in

cubic yards = -93,043

Volume changes from R-96 to R-111G in cubic yards = -37,261
* 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




RLONGSHORE DISTANCE (FT) NORTH

5,000 10,000
ALONGSHORE DISTANCE(FT)

15.000
--- NORTH

Fig. 2: Local and cumulative volume changes of sand after beach nourishment.

50
cc
0 c50
0
-50

-100 100

-100

NOURISHED SEGMENT REDINGTON SHORES
BREAKWATER
'*I
0 O r- 0 I InI I I I m I I( 0 0 I 0 I C
- 0 0 0 0 0 00 0 0 O ~C
- - --I I Cl I I D 3 I I O) ) O OD (
cc x c rc r I- C C c c cc: ( c 0




associated with the nourishment project, (2) trapping of the alongshore sediment transport by the Redington Shores breakwater, and (3) the background erosion. Also shown in Figure 2 axe the volume changes for the July 88, Nov 88, Jan 89, April 89, July 89, and Jan 90 surveys. It is seen that more erosion occurred in the areas between T-104 and R-107, and between R-99A and T-100A after the completion of nourishment project. After the July 89 survey more erosion occurred between R-101 and R-103 whereas accretion is evident between R-97 to T-100. The interpretation is that the general sand transport direction between the July 88 and July 89 surveys is from south to north. It is partially responsible for the deposit of sand near the south end of the breakwater and erosion near the north end of the breakwater. The general sand transport direction between the July 89 and July 90 surveys is from north to south. It caused an accumulation of sand near the north end of the breakwater and some erosion near the south end of the breakwater. The reversal of sand transport direction after the July 89 survey is also indicated by the corresponding change of dominant wave directions observed in the offshore Clearwater Beach wave gage.
The total calculated volume loss of sand in the nourished segment (from R-99G to R-107) between the July 88 and July 90 surveys is 93,043 cubic yards, which is a loss about 17.6 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 remain in the neighbourhood inside the entire survey region. The total loss of sand computed between R-96 and R-111G is 37,261 cubic yards, which is only 7.0 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 (Dean and Lin, 1990).
Table 3 summarizes the sand volume loss history in the nourished and monitored segments calculated for the first two years after the completion of beach nourishment. In the initial four months after the nourishment completion, sand is seen to move relatively rapidly out of the nourished and monitored segments. From the fourth month to two years after the project completion, sand was still moving continuously out of the nourished segment but with smaller transport rate. This is only a small loss out of the monitored segment. The changes in the monitored segment from November 88 to July 90 were relatively small; however, there was a relatively large increase in material transported from the nourished segment.
WAVE DATA
Before May 31, 1989, wave data were collected by a UF maintained under-




TABLE 3: CUMULATIVE VOLUME LOSS AFTER PROJECT COMPLETION.
Months Cumulative Volume Loss in %
Date of After Nourished Segment Monitored Segment
Survey Project from R-99G to R-107 from R-96 to R-111G
Completion (1.6 Miles) (2.6 Miles)
November, 1988 4 9.3% 3.5%
January, 1989 6 9.7% 5.1%
April, 1989 9 10.6% 3.8%
July, 1989 12 11.9% 3.2%
January, 1990 18 16.3% 4.2%
July, 1990 24 17.6% 7.0%
water pressure gage located about 3 miles offshore Clearwater Beach, Florida. These data contain unidirectional wave information, including modal wave period and significant wave height. Since wave directions were not mearsured, they are assumed to be the same as the local wind directions. After June 1, 1989, directional wave data were collected at the offshore Clearwater station by a pressure gage and a biaxial current meter package. The data contain directional wave information, including modal wave period, significant wave height, dominant wave direction, and directional distribution of wave energy. A parameter is computed and presented here as a measure of the directional spreading of the wave system. Its value is equal to the power of a squared cosine function which fits best the actual directional wave energy distribution (Sand, 1979). The higher the value of the spreading parameter, the greater the directional concentration of wave energy, with the largest wave energy density occurred at the mean wave direction. Appendix III presents the wave data collected between February and July, 1990. Also included in Appendix III are the daily tide data, and the mean current data. The wave refraction analysis is in process and will be published as an addendum to this report.




REFERENCES

1. Lin, L.H., and R. Dean, 1989a. "Sand Key Phase II Beach Nourishment Program: Pre-Nourishment Report, Part II Offshore Profiles (Survey of May 12-18, 1988)," Technical Report, Coastal Engrg. Dept., Univ. of Florida,
Gainesville, Florida. UFL/COEL-89/003.
2. Lin, L.H., and R. Dean, 1989b. "Sand Key Phase II Beach Nourishment
Program: Post-Nourishment Report, Part II Offshore Profiles and Wave Data (Survey of July 21-22, 1988)," Technical Report, Coastal Engrg. Dept.,
Univ. of Florida, Gainesville, Florida. UFL/COEL-89/004.
3. Lin, L.H., and R. Dean, 1989c. "Sand Key Phase II Beach Nourishment
Program: Post-Nourishment Report, Part II Offshore Profiles and Wave Data (Survey of November 18-23, 1988)," Technical Report, Coastal Engrg.
Dept., Univ. of Florida, Gainesville, Florida. UFL/COEL-89/006.
4. Lin, L.H., and R. Dean, 1989d. "Sand Key Phase II Beach Nourishment
Program: Post-Nourishment Report, Part II Offshore Profiles and Wave Data (Survey of January 25-26, 1989)," Technical Report, Coastal Engrg.
Dept., Univ. of Florida, Gainesville, Florida. UFL/COEL-89/007.
5. Lin, L.H., and R. Dean, 1989e. "Sand Key Phase II Beach Nourishment Program: Post-Nourishment Report, Part II- Offshore Profiles and Wave Data (Survey of April 25-26, 1989)," Technical Report, Coastal Engrg. Dept.,
Univ. of Florida, Gainesville, Florida. UFL/COEL-89/O1O.
6. Lin, L.H., and R. Dean, 1989f. "Sand Key Phase II Beach Nourishment
Program: Post-Nourishment Report, Part II Offshore Profiles and Wave Data (Survey of July 19-25, 1989)," Technical Report, Coastal Engrg. Dept.,
Univ. of Florida, Gainesville, Florida. UFL/COEL-89/016.
7. Dean, R., and L.H. Lin, 1990. "The North Redington Beach Nourishment
Project: Comparison of Measured and Predicted Performances," Proceedings of the Third Annual National Beach Preservation Technology Conference. St. Petersburg, Florida. pp. 86-99.
8. Sand, S.E., 1979. "Three-dimensional Deterministic Structure of Ocean
Waves," Inst. Hydrodyn. and Hydr. Engrg., Tech. Univ. Denmark, Series
paper No. 24.




APPENDIX I

COMBINED OFFSHORE AND BEACH PROFILES
(Survey of July, 11-17, 1990)




APPENDIX I
COMBINED OFFSHORE AND BEACH PROFILES (Survey of July, 11-17, 1990)
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 gulfward.




iu . .. ... ... ... ---i --+ .. .. ---... ---- --.. --------- .. .. -- . --- . -- ------ : ... ----- -- - ----- -- .. .. --- ---- --.. .--- --- --
-- - - - --- - - - - -- - - - - -- --- --- ....... .. . . .. ......... ... ... -. ... .... . . . ... ..
...+ .. .. ...----- ---J---- -- ---:-- -: .... .. ..... ... . . .. .. . . .. .. .. : : : : : : : : :
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1000

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SEAWARD DISTANCE RELATIVE TO MONUMENT (FEET)

COUNTY:P I NELLRS
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: R-96 1/4
SURVEY BEAR(MAG.N:255 BEACH SURVEY:17JUL90 OFFSHORE SURVEY:12JUL90

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SEAWARD DISTANCE RELATIVE TO MONUMENT (FEET)

COUNTY:P I NELLPS COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: R-96 2/4
SURVEY BEAR(MAG.N):255 BEACH SURVEY:17JUL90 OFFSHORE SURVEY:12JUL90

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SEAWARD DISTANCE RELATIVE TO MONUMENT (FEET)

COUNTY:P I NELLPS
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: R-96 3/4
SURVEY BEAR(MAG.N):255 BEACH SURVEY:17JUL90 OFFSHORE SURVEY:12JUL90

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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: R-96 4/4
SURVEY BEAR(MAG.N:255 BEACH SURVEY:17JUL90 OFFSHORE SURVEY:12JUL90

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2-1

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5200

5400

5600

5800

6000

6200

6400

6600

6800

7000

SEAWARD DISTANCE RELATIVE TO MONUMENT (FEET)

COUNTY:P I NELLRS
COASTAL & OCEAN END DEPT UNIVERSITY OF FLORIDA

RANGE: R-97 4/4
SURVEY BEAR(MAG.N):250 BEACH SURVEY:17JUL90 OFFSHORE SURVET:12JUL90

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100

1000

1200

1100

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SEAWARD DISTANCE RELATIVE TO MONUMENT (FEET)

COUNTY:P I NELLFIS
COASTAL & OCEAN ENG DEPTH UNIVERSITY OF FLORIDA

RANGE: R-98G 1/4
SURVEY BEAR(MAG.N):24O BEACH SURVEY:17JUL90 OFFSHORE SURVEY:12JUL90

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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

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SURVET BEAR(MAG.N):260
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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: T-IOOA 4/4
SURVEY BERR(MRG.N):260 BEACH SURVEY:17JUL90 OFFSHORE SURVEY:12JUL90

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COUNTY:P I NELLFIS
COASTAL 4 OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: R-101 1/4
SURVEY BERR(MAG.N):2q3 BERCH SURVEY:17JUL90 OFFSHORE SURVEY:12JUL90

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COUNTY:P I NELLPS
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: R-101 2/14
SURVEY BEAR(MAG.N):243 BEACH SURVEr:17JUL90 OFFSHORE SURVEY:12JUL90

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COASTAL & OCEAN ENG DEPTH UNIVERSITY OF FLORIDA

RANGE: R-101 3/4
SURVEY BEAR(MAG.N):243 BEACH SURVEY:17JUL90 OFFSHORE SURVEY:12JUL90

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COUNTY:P I NELLRS
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: R-101 4/4
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RANGE: R-IO1A 1/4
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COUNTY:P I NELLAS
CORSTRL & OCERN ENG DEPT UNIVERSITY OF FLORIDA

RRNGE: R-IOLP 2/4
SURVEY BERR(MRG.N):248 BERCH SURVEY:17JUL90 OFFSHORE SURVEY:12JUL90

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COUNTY:P I NELLPS
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: R-IO1A 3/4
SURVEY BEAR(MAG.N:248 BEACH SURVEY:17JUL90 OFFSHORE SURVEY:12JUL90

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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: R-10lA 4/4
SURVEY BEAR(NAG.N):248 BEACH SURVEY:17JUL90 OFFSHORE SURVEY:12JUL90

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COUNTY:P I NELLFIS
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: R-102G 1/4
SURVEY BEAR(MAG.N):250 BEACH SURVEY:17JUL90 OFFSHORE SURVEY:12JUL90

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COUNTY:P I NELLPS
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: R-102G 2/4
SURVEY BEAR(MAG.N):250 BEACH SURVEY:17JUL90 OFFSHORE SURVEY:12JUL90

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COUNTY:P I NELLRS
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: R-102G 3/4
SURVEY BEAR(NAG.N):250 BEACH SURVEY:17JUL90 OFFSHORE SURVEY:12JUL90

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RANGE: R-102G 4/4
SURVEY BEAR(MRG.N):250 BEACH SURVEY:17JUL90 OFFSHORE SURVEY:12JUL90

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RANGE: R-102A 1/4
SURVEY BEAR(MAG.N):2q7 BEACH SURVEY:17JUL90 OFFSHORE SURVEY:12JUL90

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COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: R-102A 2/4
SURVEY BERR(MRG.N):2q7 BEACH SURVEY:17JUL90 OFFSHORE SURVEY:12JUL90

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4800

5000

5200

SEANABD DISTANCE RELATIVE TO MONUMENT (FEET)

COUNTY:P I NELLRS
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: R-102A 3/4
SURVEY BEAR(MAG.N):247 BEACH SURVEY:17JUL90 OFFSHORE SURVEY:12JUL90

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5600

5800

6000

6200

6400

6600

6800

7000

SERWAHRD DISTANCE RELATIVE TO MONUMENT (FEET)

COUNTY:P I NELLPS COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: R-102A 4/4
SURVEY BEAR(MAG.N):247 BEACH SURVEY:17JUL90 OFFSHORE SURVEY:12JUL90

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-200

400

1000

1200

1400

SEAWARD DISTANCE RELATIVE TO MONUMENT (FEET)

COUNTT:P I NELLPS
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: R-103 1/4
SURVEY BEAR(MAG.N):240 BEACH SURVEY:17JUL90 OFFSHORE SURVEY:11JUL90

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2200

2400

2600

2800

3000

3200

3400

SEAWARD DISTANCE RELATIVE TO MONUMENT (FEET)

COUNTY:P I NELLRS COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: R-103 2/4
SURVEY BEAR 4MAG.N) :21O BEACH SURVEY:17JUL90 OFFSHORE SURVEY:11JUL90

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1600

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3600

3800

4000

4200

4400

4600

4800

5000

5200

SEAWARD DISTANCE RELATIVE TO MONUMENT (FEET)

COUNTY:P I NELLAS
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: R-103 3/4
SURVEY BEAR(MAG.N):24O BEACH SURVEY:17JUL90 OFFSHORE SURVEY:11JUL90

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0
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I




SS-J

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( I
C) a)C3C

0C)
0
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9S-1

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1 I
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0
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C,(-

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CD
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ELEVATION RELATIVE TO NGVD (FEET)

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COUNTY:P I NELLPS
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: T-104A 2/t
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C I I

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3400

3600

3800

4000

4200

4400

4600

4800

5000

SEAWARD DISTANCE RELATIVE TO MONUMENT (FEET)

COUNTY:P I NELLPS
COASTAL & OCEAN ENG DEPT UNIVERSITY OF FLORIDA

RANGE: R-IO5A 3/4
SURVEY BEAR(MAG.N):235 BEACH SURVET:17JUL90 OFFSHORE SURVEY:11JUL90

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-200

400 600 800 1000
SEAWARD DISTANCE RELATIVE TO MONUMENT (FEET)

1200

1400

1600

COUNTY:P I NELLAS
COASTAL & OCERN ENG DEPOT UNIVERSITY OF FLORIDA

RANGE: T-106 1/4
SURVET BEAR(MRG.N):245 BEACH SURVEY:17JUL90 OFFSHORE SURVEY:11JUL90

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9L-1

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