• TABLE OF CONTENTS
HIDE
 Front Cover
 Report documentation page
 Title Page
 Table of Contents
 Introduction
 Advanced summary
 Methodology
 Analysis and presentation
 Calculations of volume of sand...
 Appendix I. Combined offshore and...
 Appendix II. Pre-nourishment (May...
 Appendix III. Summary of wave...






Group Title: UFL/COEL (University of Florida. Coastal and Oceanographic Engineering Laboratory) ; 89/004
Title: Beach monitoring project, Sand Key phase II beach nourishment program (North Redington Beach and Redington Shores) post-nourishment report
CITATION PAGE IMAGE ZOOMABLE
Full Citation
STANDARD VIEW MARC VIEW
Permanent Link: http://ufdc.ufl.edu/UF00076126/00001
 Material Information
Title: Beach monitoring project, Sand Key phase II beach nourishment program (North Redington Beach and Redington Shores) post-nourishment report
Series Title: UFLCOEL
Alternate Title: 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 21-22, 1988)
Physical Description: 1 v. (various foliations) : ill. ; 28 cm.
Language: English
Creator: Lin, Li-Hwa
Dean, Robert G ( Robert George ), 1930-
University of Florida -- Coastal and Oceanographic Engineering Dept
Florida -- Dept. of Natural Resources. -- Division of Beaches and Shores
Pinellas County (Fla.)
Publisher: Coastal & Oceanographic Engineering Dept., University of Florida
Place of Publication: Gainesville Fla
Publication Date: 1989
 Subjects
Subject: Shore protection -- Florida   ( lcsh )
Beaches -- Florida   ( lcsh )
Beach erosion -- Florida   ( lcsh )
Coastal and Oceanographic Engineering thesis M.S
Coastal and Oceanographic Engineering -- Dissertations, Academic -- UF
Genre: government publication (state, provincial, terriorial, dependent)   ( marcgt )
non-fiction   ( marcgt )
 Notes
Statement of Responsibility: by Li-Hwa Lin and Robert G. Dean ; prepared for Pinellas County and Division of Beaches and Shores, Florida Department of Natural Resources.
General Note: "February, 1989."
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.
 Record Information
Bibliographic ID: UF00076126
Volume ID: VID00001
Source Institution: University of Florida
Holding Location: University of Florida
Rights Management: All rights reserved, Board of Trustees of the University of Florida
Resource Identifier: oclc - 20750952

Table of Contents
    Front Cover
        Front Cover
    Report documentation page
        Unnumbered ( 2 )
    Title Page
        Title Page
    Table of Contents
        Table of Contents
    Introduction
        Page 1
        Page 2
    Advanced summary
        Page 3
    Methodology
        Page 3
        Page 4
        Page 5
        Page 6
    Analysis and presentation
        Page 7
        Page 6
    Calculations of volume of sand placed in the nourishment
        Page 7
        Page 8
        Page 9
    Appendix I. Combined offshore and beach profiles
        I
        I 1
        I 2
        I 3
        I 4
        I 5
        I 6
        I 7
        I 8
        I 9
        I 10
        I 11
        I 12
        I 13
        I 14
        I 15
        I 16
        I 17
        I 18
        I 19
        I 20
        I 21
        I 22
        I 23
        I 24
        I 25
        I 26
        I 27
        I 28
        I 29
        I 30
        I 31
        I 32
        I 33
        I 34
        I 35
        I 36
        I 37
        I 38
        I 39
        I 40
        I 41
        I 42
        I 43
        I 44
        I 45
        I 46
        I 47
        I 48
    Appendix II. Pre-nourishment (May 88) and post-norishment (Jul 88) profiles
        II
        II 1
        II 2
        II 3
        II 4
        II 5
        II 6
        II 7
        II 8
        II 9
        II 10
        II 11
        II 12
        II 13
        II 14
        II 15
        II 16
        II 17
        II 18
        II 19
        II 20
        II 21
        II 22
        II 23
        II 24
        II 25
        II 26
        II 27
        II 28
        II 29
        II 30
        II 31
        II 32
        II 33
        II 34
        II 35
        II 36
        II 37
        II 38
        II 39
        II 40
        II 41
        II 42
        II 43
        II 44
        II 45
        II 46
        II 47
        II 48
    Appendix III. Summary of wave data
        III
        III 1
        III 2
Full Text




UFL/COEL-89/004


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 21-22, 1988)





by



Li-Hwa Lin
and
Robert G. Dean





Prepared for:

Pinellas County
and
Division of Beaches and Shores
Florida Department of Natural Resources


February,1989






REPORT DOCUMENTATION PAGE
1. Report No 2. 3 Recipient's Accession o.


4. Title ad Subtitle Report te
BEACH MONITORING PROJECT 3. Lport a
SAND KEY PHASE II BEACH NOURISHMENT PROGRAM February 1989
PART II Offshore Profiles and Wave Data 6.
(Survey of July 21-22, 1988)
7. Author(s) 8. Performing Organiation Report No.
Li-Hwa Lin
Robert G. Dean UFL/COEL-89/004
9. Perforaion Organizatio Name and Address 10. Project/Task/ork Unit No.
Coastal and Oceanographic Engineering Department
University of Florida
336 Weil Hall 11. correct or Grant No.
Gainesville, FL 32611
13. Type of Report
12. Sponsoring Organiation Name and Address
Pinellas County Final
and
Division of Beaches and Shores
Florida Department of Natural Resources 14.
15. Suppleentary Notes



16. Abstract

This study presents thepost-nourishment survey 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-1. The surveys are divided into a landward portion (conducted by
USF) and a gulfward portion (conducted by UF). The landward portion of profile
is surveyed by using the 'level' and 'rod'. The gulfward portion of profile is
surveyed by boat. For the post-nourishment survey, overlap of the landward and
gulfward portions of some of the profiles was not obtained. Inspection of this
problem showed that greater emphasis needed to be given to carrying out the
landward portion of the surveys at low tide and the gulfward portion of the
surveys at high tide.










17. Originator's Key Words 18. Availability Statement

nourishment, monitoring, survey, profiles.




19. U. S. Security Classif. of the Report 20. U. S. Security Classif. of This Page 21. No. of Pagei 22. Price

Unclassified Unclassified 112
Unlsiid2.U S euiyCasf.o hslg 1 N.o as rc















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 21-22, 1988)


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 Cover)
PART II Offshore profiles and wave data (UF)
PART III Sediment analysis (USF Separate Cover)
PART IV Shoreline maps (USF Separate Cover)


February, 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

CALCULATIONS OF VOLUME OF SAND PLACED IN THE
NOURISHMENT ................................ 7

WAVE DATA ..................................... 7

APPENDIX I: COMBINED OFFSHORE AND BEACH PROFILES. I-1

APPENDIX II: THE PRE-NOURISHMENT (MAY 88) AND
POST-NOURISHMENT (JUL 88) PROFILES ................ II-1

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 21-22, 1988)


INTRODUCTION

This is the second 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
survey data. The following section presents an analysis of the volumes of material
placed. The final section of the main body describes the wave data from the Clear-
water gage which is maintained by the Univeristy of Florida. Appendix I presents
the combined USF and UF profiles for the first post-nourishment (July 21-22,
1988) survey. Appendix II presents, for each profile line, the profiles obtained
from the pre-nourishment and post-nourishment surveys. Appendix III presents
the wave data obtained in July, 1988, from the UF maintained gage off Clear-
water. Subsequent reports will compare and interpret the survey being reported
with this first post-nourishment survey, thereby providing an evaluation of the
evolution of the project up to the time of that survey. The digitized data for the
first and second surveys in the form of floppy disks have been forwarded to Pinel-
las County and the Division of Beaches and Shores of the Florida Department of
Natural Resources.














































Fig. 1: A plan view of beach monitoring profiles in the Sand Key project.











ADVANCED SUMMARY


The nourishment volume of sand was computed based on the pre-nourishment
(May, 1988) and post-nourishment (July, 1988) surveys. This quantity is 529,150
cubic yards, which is approximately 43 percent greater than the paid yardage
(369,714).

PURPOSE

The main objective of the project is to develop and interpret survey data.
Based upon the surveyed profile data, changes in sediment volume along the shore-
line 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. An individual report has been prepared for the pre-nourishment
survey and a report will be prepared for each of 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 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,
T104, R105, R105A, T106, T106A, R107, R107A, R108, R109, R110, and R111.
For all these profiles, the D.N.R. monuments will serve as the baseline points for
the survey except for profiles R-102, R-105, and R-108 where the 'G' monuments











ADVANCED SUMMARY


The nourishment volume of sand was computed based on the pre-nourishment
(May, 1988) and post-nourishment (July, 1988) surveys. This quantity is 529,150
cubic yards, which is approximately 43 percent greater than the paid yardage
(369,714).

PURPOSE

The main objective of the project is to develop and interpret survey data.
Based upon the surveyed profile data, changes in sediment volume along the shore-
line 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. An individual report has been prepared for the pre-nourishment
survey and a report will be prepared for each of 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 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,
T104, R105, R105A, T106, T106A, R107, R107A, R108, R109, R110, and R111.
For all these profiles, the D.N.R. monuments will serve as the baseline points for
the survey except for profiles R-102, R-105, and R-108 where the 'G' monuments













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











established on the gulf front seawall by the University of South Florida will be
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 July, 1988, the survey of a profile is stopped in
the offshore area at a water depth of 12 feet. It is assumed that depths do not
change if they are greater than 12 feet.

Difficulties Encountered in the Surveys

For the pre-nourishment and this first post-nourishment surveys, overlap of
the landward and gulfward portions of some of the profiles was not obtained,
thus leaving an unsurveyed gap. Inspection of this problem showed that greater
emphasis needed to be given to carrying out the landward portion of the surveys at
low tide and the gulfward portion of the surveys at high tide. The technique was
refined for the gulfward portion of the profile lines so that the effort during high
tides is directed toward the critical inshore portion of these lines with survey of the
deeper offshore portion possible during any stage of the tide. This offshore profile
survey technique was first utilized in the next survey, carried out in November,
1988.

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 pre-nourishment (May, 1988) and post-nourishment (July, 1988) 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 profiles 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 offshore profile for T-104 was not measured for this post-nourishment survey
and it was established as a linear interpolation between the two neighboring
profiles: R-103A and T-104A.

CALCULATIONS OF VOLUME OF SAND PLACED IN THE NOURISHMENT

The volumes of material placed for the nourishment project are computed
by adding the volume changes of sand in every two adjacent profiles between the
May and July 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 May
and July 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. Table 2
presents the results for the computation of volume changes between the May and
July surveys. The volume changes are computed for the nourished area between
profiles R-99G and R-107. The integration of sand area in a profile is referred
to 0 feet N.G.V.D, 1929, and is carried out from the monument location to a 12
feet depth offshore distance. The total calculated nourishment volume of sand
is 529,150 cubic yards, which is approximately 43 percent greater than the paid
yardage (369,714).

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-











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 July, 1988, the survey of a profile is stopped in
the offshore area at a water depth of 12 feet. It is assumed that depths do not
change if they are greater than 12 feet.

Difficulties Encountered in the Surveys

For the pre-nourishment and this first post-nourishment surveys, overlap of
the landward and gulfward portions of some of the profiles was not obtained,
thus leaving an unsurveyed gap. Inspection of this problem showed that greater
emphasis needed to be given to carrying out the landward portion of the surveys at
low tide and the gulfward portion of the surveys at high tide. The technique was
refined for the gulfward portion of the profile lines so that the effort during high
tides is directed toward the critical inshore portion of these lines with survey of the
deeper offshore portion possible during any stage of the tide. This offshore profile
survey technique was first utilized in the next survey, carried out in November,
1988.

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 pre-nourishment (May, 1988) and post-nourishment (July, 1988) 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 profiles 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 offshore profile for T-104 was not measured for this post-nourishment survey
and it was established as a linear interpolation between the two neighboring
profiles: R-103A and T-104A.

CALCULATIONS OF VOLUME OF SAND PLACED IN THE NOURISHMENT

The volumes of material placed for the nourishment project are computed
by adding the volume changes of sand in every two adjacent profiles between the
May and July 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 May
and July 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. Table 2
presents the results for the computation of volume changes between the May and
July surveys. The volume changes are computed for the nourished area between
profiles R-99G and R-107. The integration of sand area in a profile is referred
to 0 feet N.G.V.D, 1929, and is carried out from the monument location to a 12
feet depth offshore distance. The total calculated nourishment volume of sand
is 529,150 cubic yards, which is approximately 43 percent greater than the paid
yardage (369,714).

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-












TABLE 2: CALCULATIONS OF ADDED VOLUME IN SAND KEY PROJECT.


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-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


3100
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)
May (88) July (88)


-39910
-12240
-13655
-12531
-13822
-14629
-25791
-19111
-37699
-43289
-40107
-42559
-36034
-34074
-22316
-22435
-10343
-15750
-16838
-19235
-19347
-17930
-14557
-17386
-6306
-20921


-40035
-12303
-14224
-12482
-12755
-12625
-24355
-17984
-36528
-41100
-37522
-40358
-34195
-32722
-20437
-20257
-8993
-14460
-15088
-17690
-18597
-18111
-14537
-17434
-6331
-20956


vol. change per
unit length(ft2)


-125
-62
-569
49
1067
2004
1436
1127
1171
2189
2585
2201
1839
1352
1879
2178
1350
1290
1750
1545
750
-181
20
-47
-26
-35


vol. change
(cubic yard)


-3237
-10760
-5302
9757
37094
36176
23371
22014
34325
44760
38325
35519
39867
35170
40330
35685
23168
28143
32650
22553
6004
-1300
-559
-1402
-1168


Total calculated volume (from R-99G to R-107) in


cubic yards = 529,150


* 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











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. Before 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 July,
1988. The gage was not operable prior to July 20, 1988.






















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. All azimuths (0 = north) are in accordance 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.

























I. .. .. .


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....---+---....


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4 I- - - -i- -4- - 4- - -- -


-200 0
(MONUMENT)


400


600


1000


1200


1400


FEET


COUNTY:P INELLFRS

COASTAL 4 OCEAN ENG DEPT

UNIVERSITY OF FLORIDA


RANGE:R-96 1/2

SURVEY BEAR(MRG.N):255
BEACH SURVEY:21JUL88
OFFSHORE SURVEY:27JUL88


COMBINED PROFILE

- MEASURED PROFILE

*---CONSTRUCTED PROFILE


1600


---~---s---r---
III
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---1----t---t---


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................

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I I I I I I I I I I I I 'I I I i l l

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--- ----"" "" .. ---- --- .. -- --- ---------- --... ---- ---- P ---t---- ........ --- ----t L .......---------- .. -- .... ----- -- --... ------ -


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--- .. --i... ... - -i ... ... ... -- -------------_ -- .... .-------_- ----.. ------ ... ---------- ----- ----- -.......----... ----- -- .... ... ------..-----

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- - - --- ---) ---~---~-- --- -. .. .. -- -
4 ------ --,----- r--4 4 ---- ------- ---4 4 '-----~--- r --- --+ -
--- ------ -------4-- -- -~----- -- ------ ---- -- -~~L--- ------- -- --- ----- ---- ---- ----- -- -- -------

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-,,n ..... ......... ----.----- .- ---- -. .-- -. ---- --- ----. ---- -- ........ 4--- j---- --- -----. --- --


1600


1800


2000


2200


2400


2600


2800


3000


3200


FEET


COUNTY:P INELLRS

COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:R-96 2/2
SURVEY BERR(MAG.N) :255
BEACH SURVEY:21JUL88
OFFSHORE SURVEY:27JUL88


COMBINED PROFILE
- MEASURED PROFILE
----CONSTRUCTED PROFILE


3400


crn
























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-* S i I I I t i I I I i I i I I I I I I,
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'4

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--- ---------


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4----------- -------- ... ....--- 4 -. --- -- t. ---- -. ----- --- -------
un "" .-------. .I- -- --. .... --- 1


-200 0
(MONUMENT)


800


1000


1200


1400


1600


FEET


COUNTY:P INELL RS

COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:R-97 1/1
SURVEY BEAR(MAG.N):250
BEACH SURVEY:21JUL88
OFFSHORE SURVEY:27JUL88


10







S0
z






-10


COMBINED PROFILE

- MEASURED PROFILE
----CONSTRUCTED PROFILE


"~1


---~---- -------
-------- -t--- -


----c---------c---
L A --


III
----t---l----~---


I I
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8 I \ I 8 8 8 I I 1 I I 1 I I 8 I 8 8 8
8. 8--- --- --- --- --- ---.--- --- -


I I I I I I I I I I

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.---4--- t-.--.


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I I I II I I I I I I I I I I I I I I
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.^....


-200 0
(MONUMENT)


200


COUNTY:P I NELL FS

COASTAL 4 OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:R-98G 1/1
SURVEY BEAR(MAG.N):240
BEACH SURVEY:21JUL88
OFFSHORE SURVEY:27JUL88


10






to
-C








-10


800


COMBINED PROFILE

- MEASURED PROFILE
---CONSTRUCTED PROFILE


FEET


1000


1200


1400


1600


)


---1----r---r---
---1---3---t---
---~----L---L---
------s---+---


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.....-...o.,-i---


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111 1 1 I 1 -1 1 --- T I ) I
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----- --- --- 4 -----........... . . .

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-- --- 4 -- --- -- 4--L.---


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-- -r-- 1- r --1 -r 11 r- - - -- --- --- --- ---
-. I S I I



-- 4 ... .-- ...... .. 4-1----- 4 ----__

-110


600


-200 0
(MONUMENT)


1000


1200


1400


1600


FEET


COUNTY:P INELLRS

COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:T-98A 1/1
SURVEY BEAR(MAG.N):240
BEACH SURVEY:21JUL88
OFFSHORE SURVET:27JUL88


0








-10


COMBINED PROFILE

- MEASURED PROFILE
---CONSTRUCTED PROFILE


I I .
--------i---t-----


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J .... L t--- 1-...


i a .4----
--------?---------


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--- ----r-----


----c---~-~-~----
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0
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-20






-30


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------1--*- 14 1-4 1-4------ -*4-- 4.1 1-4, 4 1-f _____


200


0
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COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


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COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:T-100 1/2
SURVEY BEAR(MAG.N):240
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COASTAL & OCEAN ENG DEPT
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COASTAL & OCEAN ENG DEPT
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COUNTY:P I NELL S

COASTAL & OCEAN ENG DEPT
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RANGE:T-100A 2/2
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COUNTY:p INELL RS

COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:R-101 1/2
SURVEY BERR(MAG.N):243
BEACH SURVEY:21JUL88
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COUNTY:P I NELL RS

COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:R-101 2/2
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COUNTY:P INELL RS

COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:R-1OIA 1/3
SURVEY BERR(MAG.N):248
BEACH SURVEY:21JUL88
OFFSHORE SURVEY:27JUL88


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COASTAL 4 OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:R-101A 2/3
SURVEY BEAR(MAG.N):248
BEACH SURVEY:21JUL88
OFFSHORE SURVEY:27JUL88


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COUNTY:P I NELLRS

COASTAL 4 OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RRNGE:R-IO1A 3/3
SURVEY BEAR(MAG.N):248
BEACH SURVEY:21JUL88
OFFSHORE SURVEY:27JUL88


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COUNTY:P INELLRS
COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:R-102G 1/2
SURVEY BEAR(MAG.N):250
BEACH SURVEY:22JUL88
OFFSHORE SURVEY:27JUL88


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COUNTY:P INELLFRS

COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:R-102G 2/2
SURVEY BEAR(MAG.N):250
BEACH SURVEY:22JUL88
OFFSHORE SURVEY:27JUL88


COMBINED PROFILE
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COUNTY:P I NELLFRS

COASTAL 4 OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:R-102A 1/3
SURVEY BEAR(MAG.N):247
BEACH SURVEY:21JUL88
OFFSHORE SURVEY:27JUL88


COMBINED PROFILE

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COUNTY:P I NELL RS

COASTAL 4 OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:R-102A 2/3
SURVEY BERR(MAG.N):247
BEACH SURVEY:21JUL88
OFFSHORE SURVEY:27JUL88


COMBINED PROFILE
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COUNTY:P I NELLRS

COASTAL & OCERN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:R-102A 3/3
SURVEY BERR(MRG.N):247
BEACH SURVEY:21JUL88
OFFSHORE SURVEY:27JUL88


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COASTAL & OCEAN ENG DEPT
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RANGE:R-103 1/2
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COUNTY:P INELL RS

COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:R-103 2/2
SURVEY BEAR(MRG. N:240
BEACH SURVEY:22JUL88
OFFSHORE SURVEY:27JUL88


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COASTAL & OCEAN ENG DEPT
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RANGE:R-103R 1/2
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COUNTY:P INELLFRS

COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:R-103A 2/2
SURVEY BEAR(MRG.N):245
BEACH SURVEY:22JUL88
OFFSHORE SURVEY:27JUL88


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COUNTY:P INELLFRS

COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:T-10 1/2
SURVEY BERR(MAG.N):245
BEACH SURVEY:22JUL88
OFFSHORE SURVEY:27JUL88


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COUNTY:P I NELL RS

COASTAL 4 OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:T-104 2/2
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BERCH SURVEY:22JUL88
OFFSHORE SURVEY:27JUL88


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COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:T-I04A 1/2

SURVEY BEAR(MAG.N):240
BEACH SURVEY:22JUL88
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COUNTY:P INELLRS

COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:T-104A 2/2
SURVEY BERR(MAG.N):240
BEACH SURVEY:22JUL88
OFFSHORE SURVEY:28JUL88


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RANGE:R-105G 1/1
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BEACH SURVEY:22JUL88
OFFSHORE SURVEY:28JUL88


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BEACH SURVEY:22JUL88
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COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:R-105A 2/2
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BEACH SURVEY:22JUL88
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COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:T-106 2/2
SURVEY BEAR(MRG.N):245
BEACH SURVEY:22JUL88
OFFSHORE SURVEY:28JUL88


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COUNTY:P INELL RS

COASTAL 4 OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:T-106A 1/2
SURVEY BEAR(MAG.N):240
BEACH SURVEY:22JUL88
OFFSHORE SURVEY:28JUL88


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COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:T-106R 2/2
SURVEY BERR(MAG.N):240
BEACH SURVEY:22JUL88
OFFSHORE SURVEY:28JUL88


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COUNTY:P INELL RS

COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:R-107 1/2
SURVEY BEAR(MAG.N):235
BEACH SURVEY:22JUL88
OFFSHORE SURVEY:28JUL88


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---- --- ----- -- --.-. .- --------- I ---------- ---------- ----~- -----------




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---,n ... "-"".- -- -- ----- --- --- --- .- ..... ...-. -- ..-...... '""-..-..- ""



S P P P P .- l
--P---4-------P-. .... ... 4 ., .





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r* ------- I I 6 4 I P I r - -r I--
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-200 0
(MONUMENT)


200


600


1000


1200


1400


1600


FEET


COUNTY:P INELLRS

COASTAL & OCEAN ENG DEPT
UNIVERSITY OF FLORIDA


RANGE:R-111G 1/2
SURVEY BEAR(MAG.N):220
BEACH SURVEY:22JUL88
OFFSHORE SURVEY:28JUL88


COMBINED PROFILE

- MEASURED PROFILE
---CONSTRUCTED PROFILE




















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2000


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1800


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2600


2800


3000


3200


3400


FEET


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


RANGE:R-111G 2/2
SURVEY BERR[MAG.N):220
BEACH SURVEY:22JUL88
OFFSHORE SURVEY:28JUL88


C
C3
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APPENDIX II:

THE PRE-NOURISHMENT (MAY 88) AND
POST-NOURISHMENT (JUL 88) PROFILES














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. All azimuths (0 = north) are in accordance to magnetic north.


APPENDIX II:
THE PRE-NOURISHMENT (MAY 88) AND
POST-NOURISHMENT (JUL 88) PROFILES



OFFSHORE AND BEACH PROFILE NOTES:

e. D.N.R. monuments are standard bronze disks set in concrete.


d. Profile azimuths were established for the pre-nourished
beaches representing a shore normal strike at that time.










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.


II-i
























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(MONUMENT)


COMBINED PROFILE(MAY88)

- MEASURED PROFILE

---CONSTRUCTED PROFILE


RANGE:R-96 1/2

SURVEY BERR(MAG.N):255

COUNTY:P INELLRS


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2000


2200


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2800


3000


3200


3400


FEET


COMBINED PROFILE(MAY88)

- MEASURED PROFILE
---CONSTRUCTED PROFILE


RANGE:R-96 2/2
SURVEY BERR(MAG.N) :255

COUNTY:P I NELLRS


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-200 0
(MONUMENT)


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- MEASURED PROFILE
---CONSTRUCTED PROFILE


RANGE:R-97 1/1

SURVEY BEAR(MRG.N):250

COUNTY:P I NELLRS


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-200 0
(MONUMENT)


200


1000


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1400


1600


FEET


COMBINED PROFILE(MRY88)

- MEASURED PROFILE
---CONSTRUCTED PROFILE


RANGE: R-98G 1/1
SURVEY BEAR(MRG.N):240

COUNTY:P INELLRS


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-200 0
(MONUMENT)


1000


1200


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FEET


COMBINED PROFILE(MAY88)

- MEASURED PROFILE
---*CONSTRUCTED PROFILE


RANGE:T-98A 1/1
SURVEY BERR(MRG.N):240

COUNTY:P INELLRS


0
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- MEASURED PROFILE
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1600


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RANGE:R-99G 1/1

SURVEY BER (MAG.N):240

COUNTY:P I NELLRS


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