Annotated Bibliography

Addy, S.K. -

Buffler, R.T. - 1984 Seismic Stratigraphy of Shelf and Slope, Northeastern Gulf of Mexico , American Association of Petroleum Geologists Bulletin 68(11): 1782-1789. No Abstract Avaliable

Allard, M.M. - 1988 Heavy Mineral Analysis of Inner Continental Shelf Sediments, Northeastern Gulf of Mexico , Geology. Tallahassee, Florida State University. A heavy mineral analysis was conducted using samples from eleven vibrocores retrieved from the inner shelf of northeastern Gulf of Mexico. Heavy mineral weight percentages averaged 0.2% in the 2-3 phi fraction and 0.5% in the 3-4 phi size fraction. Mineral abundances ranged between 0.03% and 2.9%, with kyanite, sillimanite and zircon dominating the heavy mineral suite. Heavy mineral abundances generally increase westward in the 2-3 phi fraction from 0.11% to 0.24% in the top core intervals. An average increase in abundance of 0.15% occurs with depth in this size fraction in cores from Cape San Blas Shoal. Cores located on St. George Shoal contain the largest heavy mineral percentages, 1.6% and 1.8%, in the 3-4 phi fraction. The westward increase of heavy minerals found in the 2-3 phi fraction is not observed in the 3-4 phi fraction. Textural analysis indicates the study area sediment is medium to fine sand with virtually no gravel or mud. The eastern sediment suite includes cores from offshore middle St. George Island west to St. George Shoal. The sediment suite includes cores from Cape San Blas Shoal west to offshore Panama City. A slight increase in maturity as indicated by suite statistics occurs in the western sediment suite. The eastern sediment suite is less mature and appears to be more characteristic of a river- dominated environment. Quantitative analysis of the heavy mineral suite was accomplished on the x-ray diffractometer. This method was tested statistically and a comparison was made with the traditional point-counting technique. XRD standards consisting of heavy minerals found in the study area and a fluorite spike were used to calibrate standard curves for predicting heavy mineral weight percentages in sediment samples. Several samples of known composition comprised of eight heavy minerals were analyzed and plotted on the regression curves as a further check of the XRD method. Most samples fell within the second error envelope, the 95% confidence level, on the regression lines. The error envelopes serve as confidence levels for predicting a dependent variable based upon a known independent variable. Point-counting and x-ray diffractometry identified the same heavy mineral suite, with the exception of kyanite, which was not detected in a few of the XRD patterns.

Alley, R.B. - 1997 Holocene climatic instability: A Prominent, widespread event 8200yr ago. , Geology, v. 25, n. 6, p. 483-486 No Abstract Avaliable

Alpine Ocean Seismic Survey, Inc. - 2000 Vibracore Sampling Offshore of Cape Romano Collier County, Florida , Norwood, NJ

Amery, G.B. -

Bouma, A.H. - 1978 Structure of continental slope, northern Gulf of Mexico. , American Association of Petroleum Geologists Tulsa, OK The continental slope in the northern Gulf of Mexico contains four structurally distinct provinces: northwest slope, central slope, Mississippi slope, and lower slope. Structural provinces are recognized through variations in structural styles which are related to the shape of diapirs and normal faults. On the central slope, diapirs are large, regular, and closely spaced or interconnecting. In the lower slope, diapirs are large, irregular, and interconnect at shallow depths. On the northwestern slope, diapirs are more widely spaced and a continuous (240 km) down-to-basin fault system develops at the shelf-slope edge. The Mississippi slope is structurally similar to the northwest slope. Differences in structural style may result from variations in initial thickness of the salt layer and loading rates as related to depositional rates and thickness of adjacent sediments. The central slope is an area where initial salt deposits were probably thick and sediment loading rates were high (3.6 km of Quaternary sediments alone at the shelf-slope boundary). Salt was initially thick, but sediments are thinner and loading rates were less in the lower slope. On the northwestern slope and Mississippi slope, salt was initially thinner and sediment loading rates were moderate to low. Relative initial salt thickness can only be estimated on the basis of present salt volume in diapirs. Salt domes and growth faults of the continental slope are similar to those that were ancestors to the domes and faults of the present coastal plain and shelf. Study of present slope features provides a better understanding of the evolution of diapirs from immature abyssal plain, continental rise, and slope features to the more mature features of the present coastal plain and shelf.

Anderson, H.E. -

Bart, P.J. - 1999 Evolution of the Apalachicola Delta during the last glacial eustatic cycle. , AAPG Bulletin 83(8): 1347. A study of the Apalachicola fluvial-deltaic system is part of a larger study covering the Northern Gulf of Mexico. The studies are being conducted to determine the response of different systems to changes in sea level and climate or fluvial geomorphology during the last glacial eustatic cycle. The Apalachicola system is unique for its ramp-type margin, relatively low subsidence, and drainage basin characteristics. The drainage basin of the Apalachicola system has significant relief with numerous perennial tributaries and a minimal distance separating Pleistocene uplands from the coast, compared with the Colorado and Brazos fluvial systems of Texas. As a result, the alluvial valley is deeply incised. Sediment delivered to the shelf is dominated by sands. During the summer of 1998, approximately 500 kilometers of high resolution seismic data was collected on the middle and outer shelf of west Florida. Delta lobes have been mapped along the shelf with relative ages constrained by the oxygen isotope/sea-level curve. Seismic facies analysis shows large (up to 500 square kilometers wide and 70 meters thick), sand dominated delta lobes on the shelf. Delta lobes occur within highstand, lowstand, and transgressive systems tracts. Progressive seaward shifts in the delta during the falling limb of sea level suggest a continuous sediment supply to the shelf. Sediment supply was more episodic during the transgression. A more precise history of delta evolution is currently under investigation

Anderson, J.B. -

Thomas, M.A. - 1991 Marine ice-sheet decoupling as a mechanism for rapid, episodic sea-level change: The record of such events and their influence on sedimentation. , Sedimentary Geology 70: 87-104. No Abstract Avaliable

Andrews, J.A. -

Keehn, S. -

Benedet, L. - 2003 Collier County Phase II Reconnaissance Sand Search (Jet Probes) and Geotechnical Investigation , Prepared by Coastal Planning & Engineering Inc. to Collier County Board of Commissioners and Florida Department of Environmental protection, April, 2003, 22 p

Angstadt, D.M. -

Austin Jr., J.R. - 1983 Deep-sea erosional unconformity in the southeastern Gulf of Mexico. , Geology 11(4): 215-218. Multichannel seismic data and Deep Sea Drilling Project (DSDP) well information reveal a prominent erosional uncomformity in the deep southeastern Gulf of Mexico. Corresponding to a 44 to 38.5 m.y. B.P. hiatus (middle to late Eocene) at DSDP site 540 (Leg 77), the unconformity was apparently produced by the bottom effects of wind-driven surface currents (paleo-Florida Current) and gravitational mass movements capable of scouring the slope. Intensification of these sedimentary processes may have been related to global cooling and a reported drop in sea level in the late Eocene, but it may also have been part of a complex global response to a postulated Paleogene meteorite impact.

Anonymous - 1977 Accuracy of computer refraction simulation for predicting breaking wave characteristics and longshore transport. , Coastal Sedimentology, Florida State University: 131-171. No Abstract Avaliable

Anonymous - 1987 Beneficial Uses of Dredged Material. , Proceedings of the First Interagency Workshop, Pensacola, Florida: 271. The First Interagency Workshop on the Beneficial Uses of Dredged Material was held to improve awareness and acceptability of beneficial use options for dredged material disposal. The workshop discussed past, current, and future beneficial use applications and identified innovative and untested beneficial uses. The workshop aimed to contribute to the development of a logical beneficial use strategy reflected in long-term planning and management. Workshop participants stressed the cultivation of an atmosphere of cooperation, communication, and coordination among Federal and State agencies, the dredging industry, port and maritime authorities, and public and private concerns. Agency and industry overviews were presented and panels were held on the first day, highlighted by a keynote address by the Director of Civil Works of the U. S. Army Corps of Engineers (CE). Three technical sessions on habitat development applications, industrial and commercial applications, and special applications and concpts were held the second day, followed by informal discussion groups for each session. Session summaries and wrapup panels completed the workshop on the thrid day, which was followed by two highly informative tours of Gaillard Island Confined Disposal Facility and Mobile Harbor, Alabama, and the Perdido Key Beach Nourishment Project, Florida. The following conclusions were drawn by workshop participants: beneficial uses already made have been significant; the CE could do more with the beneficial uses concept if it had greater authority to do so; in some areas such as marine fisheries, there are still needs for baseline data on beneficial use sites; every effort to continue seeking beneficial uses should be made; every effort to continue close communication, cooperation, and coordination with other agencies, offices, and concerns must be made; and another interagency workshop should be held in 12 to 18 months. (See W88-02564 thru W88-02583) (Geiger-PTT)

Anonymous - 1996 Brevard County Shore Protection Project Review Study. , Brevard County, Florida, EPA: 714. PURPOSE: The restoration of a protective and recreational beach along 24 miles of shoreline in Brevard County, located on the central east coast of Florida, is proposed. The project area is located between Canaveral Harbor and Spessard Holland Park and includes the city of Cape Canaveral, Cocoa Beach, Satellite Beach, Indian Harbour, Indialantic, and Melbourne Beach. The northern reach of the project area runs from Canaveral Harbor to the northern limit of Patrick Air Force Base (PAFB) while the southern reach extends from the southern limit of PAFB to Spessard Holland Park. The 4.5 miles of PAFB has been excluded from the project at their request. Beaches within the project area are in a state of severe erosion and shoreline recession. Investigative studies have determined that construction of a protective beach would be the optimal method of reducing damages to structures and shoreline property. The southern reach includes 32 acres of nearshore rock outcrops, composed of lithified coquina limestone, and the protection of these outcrops was a significant issue raised during the scoping process. In response to environmental agency concerns, the northern limit of the southern reach was modified to exclude the portion of the shoreline which contains these outcrops. The recommended project would involve placing approximately 2.5 million cubic yards (cy) of sand along 9.4 miles of beach in the northern reach of the project area and 1.6 million cy of sand along 3.4 miles of the southern reach. The borrow area is located two to three miles offshore of Canaveral Bight. Beach nourishment would be timed so as not to conflict with sea turtle nesting season. Nourishment would be provided at six-year intervals over the 50-year life of the project. Initial fill costs would be $1.7 million for the northern reach and $2.3 million for the southern reach. POSITIVE IMPACTS: The project would reduce storm damage, benefit recreational resources, and protect shoreline property. The proj

Anonymous - 1997 Restoration of Assateague Island, Worcester County, Maryland. , Worcester County, Maryland, EPA: Main Report--387 pages and map, Appendices--317 pages and maps. PURPOSE: The restoration of beach in the northern section of Assateague Island in Worcester County, Maryland, is proposed. The 300-square-mile project area includes the town of Ocean City, the Ocean City inlet, Assateague Island, and Assawoman, Little Assawoman, Isle of Wight, Sinepuxent, and Chincoteague bays. Because of changing coastal dynamics and dense population and development, the coastal environment has been degraded by inlet and shoreline stabilization. In the 1930s, the Corps of Engineers constructed a jetty system at the Ocean City Inlet in order to minimize future hurricane damage. However, the jetty system has interrupted the flow of sand to Assateague Island for more than 60 years. The island, which was designated a national seashore in 1965, is currently experiencing sand deprivation problems, which might soon result in a breach of the island during a severe ocean storm. Seven alternatives, including a No Action Alternative, are considered in this draft EIS. Under the recommended plan, the short-term restoration plan would involve placing 1.8 million cubic yards of sand on Assateague Island. The borrow area to be used for the project is Great Gull Bank, an offshore shoal, and possibly a small portion of the ebb shoal. The area of Assateague to be renourished extends from 1.6 miles to 7 miles south of the inlet. The distance across the beach in that area would be increased to varying widths based on the erosion rates that affect each part of the beach. A low storm berm would be constructed to an elevation of 10.8 feet. The placement would be configured to restore the integrity of the island and yet to remain sensitive to the Piping Plovers, threatened and endangered birds found on the island. The estimated cost for the short-term plan, including five years of monitoring, is $17.2 million. A long-term plan for dealing with sand deprivation has not yet been developed. POSITIVE IMPACTS: The project would reduce storm damage and benefit recreational resources by helping to prevent an ocean breach of Assateague Island. An additional inlet would change the dynamics of the area and create serious environmental and economic problems. A breach would result in a significant loss of wetlands as well as losses to recreational opportunities, damage to property, and hazards to navigation. NEGATIVE IMPACTS: The project would cause the temporary disturbance of biotic habitats in the sand borrow areas and along the littoral zone in the immediate area of beach renourishment. LEGAL MANDATES: Federal Water Pollution Control Act of 1972 (33 U.S.C. 1251 et seq.), River and Harbor Act of 1968, and Water Resources Development Act of 1996.

Antoine, J. - 1972 Structure of the Gulf of Mexico. , in R. Rezak and V. J. Henry Ed. Houston, Gulf Publishing Co.: 1-34. No Abstract Avaliable

Anuskiewicz, R.J. -

Irion, J.B. - 1997 Early man on the Florida outer continental shelf; sea level change and archaeological evidence at Ray Hole Spring , Geological Society of America, Southeastern Section, 46th annual meeting, Auburn, AL, United States: 2. No Abstract Avaliable

Applied Technology Management - 1997 Summary Report Shoreline Management Recommendations Comprehensive Coastal Management Plan Update, Palm Beach County, Florida , Applied Technology Management No Abstract Avaliable

Applied Technology Management - 1991 St. Lucie Inlet Management Plan: II Physical Inlet Characteristics. West Palm Beach, Florida , Applied Technology Management No Abstract Available

Applied Technology Management - 1997 St. Lucie Inlet Management Plan Physical Inlet Characteristics and Natural Resources. West Palm Beach , Applied Technology Management No Abstract Available

Applied Technology and Management, Inc. - 1989 Geotechnical and sand source investigation, Longboat Key, Report to the Town of Longboat Key , Report to the Town of Longboat Key, Applied Technology and Management, Gainesville, 66p. #1640

Applied Technology and Management, Inc. - 1987 Captiva Comprehensive Beach and Shore Preservation Plan, Third Draft, Gainesville, Fl. , Applied Technology and Management, Inc.

Ardman & Associates, Inc. - 1996 Vibracore Sampling and Laboratory Testing for Lee County Shore Protection Project, Lee County , Ardman & Associates, Inc.

Arthur V. Strock & Associates - 1973 Specifications General & Technical Provisions for Beach Restoration Project Jupiter Island , Arthur V. Strock & Associates No Abstract Available

Arthur V. Strock & Associates - 1973 Town of Jupiter Island Martin County , Arthur V. Strock & Associates No Abstract Available

Arthur V. Strock & Associates - 1975 Town of Jupiter Island Beach Restoration Project , Arthur V. Strock & Associates No Abstract Available

Arthur V. Strock & Associates - 1983 Details of the Engineering Evaluation of the Federal Beach Restoration Project within the City of Vero Beach. Fort Pierce , Arthur V. Strock & Associates No Abstract Available

Arthur V. Strock & Associates - 1983 Jupiter Island Beach Protection District Beach Restoration project. Delray Beach , Arthur V. Strock & Associates No Abstract Available

Arthur V. Strock & Associates - 1971 Beach Erosion Control Study for Town of Gulfstream, Palm Beach County, Florida , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1972 Specifications General & Technical Provisions for Beach Restoration Project Hillsboro Beach, Florida , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1973 City of Delray Beach Beach Restoration Project, Sand Deflation , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1973 City of Delray Beach Beach Restoration Project, Sand Deflation , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1973 City of Delray Beach Beach Restoration Project, Interim Report , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1973 Specifications: General & Technical Provisions for Beach Restoration Project, Delray Beach, Florida , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1973 Town of Hillsboro Beach Beach Restoration Project Follow-up Report No.1 , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1974 Coastal Restoration and Preservation Program: Concept Development Report , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1974 Town of Hillsboro Beach Beach Restoration Project Follow-up Report No.2 , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1975 Town of Hillsboro Beach Beach Restoration Project Follow-up Report No.3 , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1975 City of Delray Beach Beach Restoration Project Follow-up Report No.2 (16 Month Follow-up) (8 Month Follow-up) , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1975 City of Delray Beach Beach Restoration Project Follow-up Report No.3 (24 Month Follow-up) , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1976 City of Delray Beach Beach Restoration Project Follow-up Report No.4 (34 Month Follow-up). , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1976 Design Analysis for Maintenance Nourishment Project, City of Delray Beach, Palm Beach County, Florida , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1977 City of Delray Beach Beach Restoration Project Follow-up Report No.5 (46 Month Follow-up) , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1977 Design Analysis for Maintenance Nourishment project City of Delray Beach, Palm Beach County, Florida, Commission Number 4818.01 , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1978 Port Everglades to South County Line , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1979 City of Delray Beach Beach Maintenance Nourishment Project Follow-up Report No.1 (12 Month Follow-up) , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1979 Erosion Control Structures Evaluation for the Town of Hillsboro Beach, Florida , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1979 Preliminary Report Boca Raton Inlet and Adjacent Beaches. , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1980 City of Delray Beach Beach Maintenance Nourishment Project 24-months Follow-up study , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1980 City of Delray Beach Beach Maintenance Nourishment Project 24 Month Follow-up Study , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1981 Phase I, General Design Memorandum Segment II of Broward County, Hillsboro Inlet to Port Everglades, Beach Erosion Control and Strom Protection Study , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1981 Phase I, General Design Memorandum Segment II of Broward County, Hillsboro Inlet to Port Everglades, Beach Erosion Control and Strom Protection Study , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1981 Phase I General Design Memorandum Segment II of Broward County Hillsboro Inlet to Port Everglades Beach Erosion Control and Storm Protection Study , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1981 Phase I General Design Memorandum Segment II of Broward County Hillsboro Inlet to Port Everglades Beach Erosion Control and Storm Protection Study Appendices , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1981 General Design Memorandum Phase I Martin County Line to Lake Worth Inlet and South Lake Worth Inlet to Broward County Line, Palm Beach County, Florida , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1981 City of Delray Beach Beach Maintenance Nourishment Project 24-months Follow-up study , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1982 Coastal Structures Evaluation for the City of Delray Beach, Palm Beach County, Florida , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1982 Boca Raton Inlet Dredge and Beach Monitoring Program, Mid-Study Interim Report , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1982 City of Delray Beach Beach Maintenance Nourishment Project, Offshore Borrow Area Investigation , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1983 FY `82/?83 Boca Raton Inlet Dredge and Beach Monitoring Program Mid-Study Interim Report , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1983 General Design Memorandum: Beach Maintenance Nourishment, Delray Beach, Florida , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1983 Boca Raton Inlet Dredge and Beach Monitoring Program, Final Report , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1983 Contract Forms and Specification for Repairs to City of Pompano Beach Fishing Pier, Project No, 82-384 , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1983 Five Year Environmental Follow-up Reef Survey for 1978 Delray Beach Maintenance Nourishment Project , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1983 Comparative Grain Size Analyses of an Oolitic Sand and Sand from Potential Borrow Areas in Southeast Florida , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1983 Schematic Design Report 1984 Delray Beach Maintenance Nourishment Project , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1984 City of Delray Beach Beach Maintenance Nourishment Project 60-month follow-up study , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1984 City of Delray Beach Beach Nourishment Project Contract Documents, Forms and Construction Specification , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1984 Boca Raton Beach Erosion and Inlet Monitoring Report , Arthur V. Strock & Associates No Abstract Avaliable

Arthur V. Strock & Associates - 1971 Palm Beach County , Arthur V. Strock & Associates No Abstract Available

Arthur, J.D. -

Melkote, S. - 1989 Heavy-mineral reconnaissance off the coast of the Apalachicola River delta, Northwest Florida; a summary and new interpretations , Marine Geology 90(1-2): 51-57. No Abstract Avaliable

Ball, M.M. -

Martin, R.G. - 1982 Destin Dome and Western Florida Shelf. , AAPG Bulletin 66(5): 544-545. No Abstract Avaliable

Ballard, R.D. -

Uchupi, E. - 1971 1971Morphology and quaternary history of the continental shelf of the gulf coast of the united states. , Bulletin of Marine Science Vol. 20(No. 3). No Abstract Avaliable

Ballard, R.D. -

Uchupi, E. - 1970 1970 Morphology and quaternary history of the continental shelf of the gulf coast of the united states. , Bulletin of Marine Science vol.20(no.3): pp.547-559. No Abstract Avaliable

Balsillie, J.H. -

Carlen, J.G. -

Watters, T.M. - 1987 Transformation of historical shorelines to current NGVD position for the Florida Lower Gulf Coast , Florida Department of Natural Resources, Beaches and Shores Technical and design Memorandum No. 83-3, 141 p.

Balsillie, J.H. - 1975 Analysis and interpretation of Littoral Environment Observation (LEO) and profile data along the western panhandle coast of Florida. , Coastal Engineering Research Center Technical Memorandum. 49: 104. No Abstract Avaliable

Balsillie, J.H. - 1987 Predicted open coast tidal datums for the Florida panhandle Gulf coast. , Florida Department of Natural Resources, Beaches and Shores: 42. No Abstract Avaliable

Balsillie, J.H. - 1985 Long term shoreline change rates for Gulf County, Florida - a first appraisal. , Florida Department of Natural Resources: 44. No Abstract Avaliable

Balsillie, J.H. - 1986 Long term shoreline change rates for Bay County, Florida. , Florida Department of Natural Resources, Beaches and Shores Special Report: 84. No Abstract Avaliable

Balsillie, J.H. -

Clark, R.R. - 1992 The Gulf Coast of Florida: overview of physiography, geology, and historical shoreline change , Florida Department of Natural resources, Division of Beaches and Shores, 13 p. #1674

Banfield, L.A. -

Anderson, J.B. - 1997 Variability in lowstand depositional environments; examples from the northern Gulf of Mexico help in the search for lowstand reservoirs. , American Association of Petroleum Geologists 1997 annual convention, Dallas, TX, United States: pp.7. Over 20,000 km of high-resolution seismic data (40-2000 Hz) and hundreds of platform boring descriptions and samples have been analyzed in the northern Gulf of Mexico (offshore Texas, Louisiana, Alabama, and Florida) to reconstruct the depositional environments during the most recent lowstand in sea level. The lowstand units are interpreted to lie between the oxygen isotope Stage 2 sequence boundary (approximately 18,000 yr BP) and the oxygen isotope Stage 2 to 1 transgressive surface. Our study demonstrates a large amount of lateral variability in Lowstand depositional environments and corresponding deposits in the northern Gulf of Mexico. The deposits include sand-dominated and mud-dominated prograding complexes, wedges, and thin units characterized by periods of erosion and nondeposition. Sediments vary in thickness from 75 meter thick delta lobes offshore east and south Texas to thin mud drapes of negligible thickness off the central Texas shelf. The variability in the lowstand depositional environments appears to be controlled by sediment supply, shelf gradient and width, and tectonics. Understanding the contributions of different combinations of controlling factors in the various Lowstand depositional environments along the northern Gulf of Mexico, allows the development of depositional models to predict lowstand reservoir character and distribution in ancient strata.

Banks, L. -

Foran, A.T. - 1997 Hampton beach renourishment Port Phillip Bay, Victoria. , University of Canterbury Private Bag 4800 Christchurch New Zealand, Centre for Advanced Engineering: 419-423. Advanced Engineering: 419-423. Hampton Beach Renourishment is the first major beach renourishment project in Port Phillip Bay for 10 years. The long standing proposal for the project was originally developed as a second stage in conjunction with works that were completed in 1987. When $3.2m became available over 1996/97 and 1997/98 the design was fully re-evaluated. It found that the scope for options was limited by the need to incorporate two stormwater drain extensions. The proposal that was recommended, from analysis with more modern numerical models and experience, reduced the rock anchor groynes from three to two but increased the beach width from 30 m to 50 m. Cost offsets from deleting the third groyne and a drain diversion enabled a new relocated lifesaving club to be included within the same overall budget.

Banks, R.S. - 1975 Beach erosion along the lower west coast of peninsular Florida , Transactions of the Gulf Coast Association of Geological Societies, v.25, p. 391-392

Bard, E. -

Hamelin, B. - 1990 U-Th ages obtained by mass spectrometry in corals from Barbados: sea level during the past 13,000 years. , Nature 346: 456-458. No Abstract Avaliable

Bard, E. -

Fairbanks, R.G. - 1989 Sea-level estimates during the last deglaciation based on delta (super 18) O and accelerator mass spectrometry (super 14) C ages measured in Globigerina bulloides. , Quaternary Research vol.31(no.3): pp.381-391. No Abstract Avaliable

Bard, E. -

Hamelin, B. - 1991 (super 230) Th- (super 234) U dating by mass spectrometry; variations of sea level during the last 3 kyr. , Sixth meeting of the European Union of Geosciences, Strasbourg, France,: pp.302-303. No Abstract Avaliable

Bard, E.R. - 1989 Sea-level estimates during the last deglaciation based on delta (super 18) O and accelerator mass spectrometry (super 14) C ages measured in Globigerina bulloides. , Quaternary Research vol.31(no.3): pp.381-391. No Abstract Avaliable

Stevens, R.W. -

Barnett, M.R. - 1988 Performance of Beach Restoration at South Seas Plantation, Florida , Proceedings Beach Preservation Technology Conference, Tait, L.S., (ed.). Tallahassee, Florida, pp. 65-73. # J69-0065

Bart, P.J. - 1998 Seismic-stratigraphic Analysis of Shelf-margin Delta/Slope Fan and Basin Floor Fan on High-latitude and Middle-latitude Margins (Ross Sea, Weddell Sea and Alabama/West Florida Shelf): Paleoclimatic and Eustatic Implications. , Paleoclimatic and Eustatic Implications: 184 pp. This dissertation consists of three chapters describing seismic stratigraphic studies in three very different continental margin settings. The first chapter discusses the northwestern Ross Sea, the second discusses the southeastern Weddell Sea and the third discusses the Alabama/west Florida margin. The purpose was to investigate stratigraphic relationships between deposition during glacial periods (i.e., eustatic lowstands) and interglacial periods (i.e., eustatic highstands) on high-latitude and low-latitude margins. the high-latitude Antarctic margin is of particular interest because it is over-deepened and surrounds a continent that is free of melt- water. Because of these factors, the shelf/shelf- edge were not subaerially exposed and fluvially incised during eustatic lowstands. Seismic-stratigraphic analysis of the southeastern Weddell and northwestern Ross Sea margins shows that sediments were sequestered in pre-existing glacial troughs or upper-slope fans, at the mouth of glacial troughs. Locations of trough fans and trough mouth fans were strongly controlled by the location of ice streams. This point-source component of stratal architecture contrasts with the implicit line-source assumption that dominates recent thinking of Antarctic stratal development. Point-sourced trough mouth fans are relatively stable features, but as evidenced in Weddell Sea, they have experienced intermittent large-volume collapse. Upper-slope collapse is predicted to have been related to a dramatic change in over- burden, initiated early in an interglacial period following a long-duration glacial period. Interglacial shedding contrasts with models of low/middle-latitude sedimentation, which suggest that the basin is sediment starved during the interglacial. Seismic stratigraphic analysis of the Alabama/west Florida low-subsidence, middle- latitude continental margin indicates that upper- slope shelf-margin deltas have remained intact throughout the glacial cycle, in spite of widesp

Bart, P.J. -

Anderson, J.B. - 1998 Alabama/West Florida shelf margin deltas; importance of fluvial incision as an initiator of slope canyons. , AAPG: pp.1778. Undoubtedly, bypass of fluvial sediments through canyon-indented slopes is an important contributor to lowstand depositional systems. However, due to complex interactions with other mechanisms (sediment supply, antecedent topography, salt tectonics, etc.) the question of how the process of sediment bypass of the shelf margin-delta system is initiated has not been resolved. In this seismic-stratigraphic study of near-surface stratigraphy of the Alabama/west Florida shelf (an area with low subsidence, no faulting and no salt tectonics) the isolated effect of fluvial response to relative-sea-level fall is investigated. In the study area, shelf-margin-delta depositional units are primarily composed of discrete prograding wedges. Based on available age constraints, we infer that these depositional cycles are associated with failing limbs of 100 ka glacioeustatic relative-sea-level cycles of the Pleistocene. Seismic-stratigraphic analysis, contour mapping and paleogeographic reconstruction of shelf-margin-delta environments indicate that slope-canyon connections between the shelf margin delta and upper slope did not develop in spite of frequent and widespread subaerial exposure of the shelf. Slope canyons may be lacking in the study area due to the absence of salt tectonics and growth faulting. Another possibility is that the sandy nature of surface sediments offshore Alabama/west Florida inhibits organized drainage from the subaerially-exposed continental shelf during relatively short Pleistocene lowstands. Nonetheless, based on the absence of shelf-to-slope connections in the study area, we propose that, acting alone, lowstand fluvial incision of the shelf edge is not an important initiator of slope canyons and fluvial bypass to to the basin.

Bart, P.J. -

Anderson, J.B. - 1998 Pleistocene lowstands on the Alabama/West Florida continental shelf; implications for the importance of shelf-edge fluvial incision as an initiator of slope canyons. , American Association of Petroleum Geologist regional meeting and the forty-seventh annual convention of the Gulf Coast Section of the Society of Economic Pal No Abstract Avaliable

Beacheler, K.E. - 1995 Bahamian aragonite: Can it be used on Florida beaches? Engineering issues. , Florida Shore & Beach Preservation Assoc.: pp. 43-66. This engineering evaluation reviewed the need for a source of sand other than the previously used offshore sources as well as a number of past and present concerns about the use of aragonite for beach nourishment. This evaluation was excerpted from a study specific to Broward County, but the concerns and issues that are reviewed apply to the entire southeast coast of Florida.

Bedosky, S.J. - 1987 Recent sediment history of Apalachicola Bay, Florida. , Florida State University: 247. The Apalachicola River Delta is the depositional terminus for sediments carried by Florida's largest river. This river, in conjunction with the Flint and Chattahoochee Rivers, forms a watershed that drains 58,000 km2 of Alabama, Georgia and Florida. During the past 150 years both man and nature have had significant effects on the river system and bay. Over 90% of the land is presently devoted to timber farming and agriculture. The Apalachicola River has been dredged periodically since 1857. Between 1952 and 1963, II dams have been constructed on the three rivers. The purpose of this project is to determine what effect these alterations have had on sedimentation in the active delta and to delineate correlative sedimentary horizons within the recent sediments. Twelve cores, averaging one meter in length, were collected from the various sedimentary sub-environments of the delta and estuary. Down-core magnetic susceptibility and clay mineral profiles were compiled for each core. Pb-210 radiometric analyses were obtained on 4 cores to determine sedimentation rates. These data were supplemented with bathymetric digitization data from 3 historic charts of East Bay. Fluorescent tracer sands were emplaced in 18 locations to determine short-term sedimentation rates, hydrodynamic conditions and the extent of sediment mixing. The clay mineralogy data showed kaolinite to be the most abundant mineral in the bay, commonly comprising 70% of the suite. Smectite was next in abundance and generally represented 20% of the clay mineral suite. Quartz and muscovite were present in minor proportions. The down-core clay mineral profiles showed no long-term variations. The Pb-2l0 down-core radiometric profiles contained a break in slope at mid-depth, indicating a change in sedimentation rate which occurred sometime during the last three decades. Sedimentation rates for the active delta averaged 7 mm/yr. This value is similar to that determined by bathymetric digitization: 2.3 mm/yr was calculated for all of East Bay. This smaller value should be expected for the larger, less active area. The average linear progradation of the delta distributaries was found to be slightly over 2 m/yr. Magnetic susceptibility values for each interval were found to be directly related to the coarse grain fraction for that interval. Three distinct patterns were delineated in each profile, providing useful information for correlating between cores. The magnetic susceptibility data support the clay mineral data in that no long-term variations occurred down core. Cores which penetrated the fluorescent sand patches provided limited but useful information. One core contained a sediment mixing layer which was 9 cm thick. This value is very similar to those determined in the Pb-210 radiometric analysis. Two cores contained more than 1 cm of sediment deposited above the fluorescent sand layer, over a five-month period. This indicates rapid short-term sedimentation in places, especially during a period without storm activity. I The data reported herein indicate constant long-term sedimentation characteristics. The emplacement of aII dams on the three-river system may be correlated to variations in sediment characteristics but seem to have had no long-term effects in the delta. The rapid rate of sediment accumulation and lack of appreciable submergence will ultimately lead to the complete infilling of the bay within the next few centuries.

Benham, S.R. -

Boyce, R.L. -

Drexler, W.W. -

Hamilton, M.M. -

Smith Jr., L.B. - 1970 A carbonate sand beach, Bahia Honda, Florida , Geological Society of America Abstracts with Programs, v.2, no.3, p. 194

Berryhill, H.L. -

Suter, J.R. - 1984 Continental shelf sands, Northwest Gulf of Mexico. , Calgary, AB, Canada: pp.25. No Abstract Avaliable

Black, B. - 1998 A description of the circulation on the west Florida continental shelf , University of South Florida, Department Of Marine Science

Blackwelder, B.W. -

Pilkey, O.H. - 1979 Late Wisconsinan Sea Levels on the Southeast U.S. Atlantic Shlef Based on In-Place Shoreline Indicators. , Science 204: 618-620. No Abstract Avaliable

Blake, W.J. -

Stauble, D.K. - 1984 Temporal and spatial variations of sediment textural characteristics at several beach nourishment projects in Florida and New Jersey. , Florida Academy of Sciences, Boca Raton, FL, United States: p.38. No Abstract Avaliable

Bloom, A. - 1971 Glacial and isostatic controls of sea level since the last glaciation. The Late Cenozoic Glacial Ages.in K. , Yale University Press: 355-379. No Abstract Avaliable

Bodge, K.R. -

Bodge, K. - 1988 Offshore sand sources for beach nourishment in Florida: southwest Gulf Coast , Prepared for Beach Preservation Technology '88, 21 p. # 2638 or #J69-0175

Bodge, K.R. -

Hodgens, E. - 1997 Recovery of a nearshore borrow area for inlet sand bypassing. , FL (USA), FLORIDA SHORE AND BEACH PRESERVATION ASSOCIATION: 215-229. Beach profiles along a nearshore borrow area, immediately north of Port Canaveral Entrance, were surveyed at 3- to 6-month intervals during an 18-month period subsequent to dredging. The borrow area extends 8000-ft alongshore, between the -4 ft and - 16 ft mlw depth contours. In early 1995, about 1 mcy of sand were transferred from the borrow area to the shoreline immediately south of Port Canaveral Entrance, as part of the inaugural Canaveral Harbor Federal Sand Bypass Project. Thus far, the borrow area's net rate of recovery (200,000 to 250,000 cy/yr) matches the pre-project rate of shoreline accretion. Recovery appears to have occurred progressively from north-to-south, in the direction of the shoreline's almost unidirectional longshore drift. The sand entering the borrow area appears to vertically sort, by grain size, in a manner identical to the pre-project (undisturbed) beach. Pre-project predictions of the beach profiles' equilibration - using both EDUNE and GENESIS methods - match the measured profiles' response exceedingly well. The average, alongshore rates of volumetric accretion within the borrow area and updrift of the borrow area are nearly identical - suggesting that the recovery of the borrow area is not necessarily due to exaggerated transport (diffusion) of sand from the uncut, updrift shoreline. Estimates of the cross-shore distribution of the longshore transport are developed for the first 3 months of the survey data, and correlated with the hindcast distribution of the wave break point and runup limit.

Bodge, K.R. -

Bodge, K. - 1988 Offshore sand sources for beach nourishment in Florida: southwest Gulf Coast , Prepared for Beach Preservation Technology '88, 21 p. # 2638 or #J69-0175

Bodge, K.R. -

Rosen, J.G. -

Watters, T.M. - 1987 Transformation of historical shorelines to current NGVD position for the Florida panhandle Gulf coast , Prepared for Beach Preservation Technology

Bodge, K.R. -

Savage, R.J. - 1989 Engineering Analysis of Beach Restoration at Bonita Beach, Florida, Submitted to Lee County Board of County Commissioners , Olsen and Associates, Jacksonville, Fl. #908

Bodge, K.R. -

Olsen, E.J. - 1987 Beach management plan for Lee County , Olsen Associates, Inc., Jacksonville, FL, 87 p.

Bouma, A.H. - 1982 Submarine canyon-fan systems in a diapirically controlled area, Gulf of Mexico. , BULL. INST. GEOL. BASS. AQUITAINE. vol. 31-32: pp. 111-125. The structure and topography of the continental slope in the northcentral and northwestern Gulf of Mexico are shaped principally by diapirs. The cores of most of these diapirs consist of salt that was originally deposited during Louann time (Middle and Late Jurassic). Most of these salt bodies are mantled by Tertiary shale and some diapirs may consist entirely of shale. Younger Tertiary and Quaternary sediments overlie most of these features. Submarine fans in this geologic setting are different from those explained by the generally accepted submarine-fan model because the canyons are extremely long and the fans are small. Much of the sediment that enters a canyon never reaches the submarine fan. Available bathymetric and subbottom-profile data suggest that only a small number of submarine canyon systems exist on this continental margin. Because diapiric activity is strongly influenced by differential sediment loading, these canyons are modified continuously.

Bouma, A.H. - 1986 Initial reports of the Deep Sea Drilling Project. Volume XCVI covering Leg 96 of the cruises of the Drilling Vessel Glomar Challenger Ft. Lauderdale Florida, to Galveston, Texas September-November 1983. , U.S. Government Printing Off.: 824 pp. No Abstract Avaliable

Bowen, R.L. - 1990 Prediction of effects induced by sea level change in the northeast Gulf must also consider neotectonics. , Conf. on Long Term Implications of Sea Level Change for the Mississippi and Alabama Coastlines, Biloxi, MS (USA): p. 80. Global (i.e., eustatic) sea level change, as has frequently occurred (with relative levels perhaps as high as +40 m and as low as -130 m) during the last 2 million years, drives a landward migration of the coastline during times of rising sea level and the reverse when sea level falls. To this simple scenario, in the northeastern Gulf of Mexico (Mississippi-Alabama-West Florida), the complicating factor of irregular uplifting, subsidence, and possible faulting by ongoing processes driven from Earth's interior (that is, neotectonics) occurring along with the sea level change must also be considered.

Boyd, R. -

Suter, J.R. - 1989 Relation of sequence stratigraphy to modern sedimentary environments. , Geology 17(10): 926-929. One method of testing the concept of sequence stratigraphy is to compare it to Quaternary sediments in which chronology, stratigraphic relations, and facies geometry are more clearly understood than in older rocks. In the northern Gulf of Mexico, the Late Wisconsinan-Holocene Mississippi River has deposited a Type 1 sequence that includes lowstand, transgressive, and high-stand systems tracts. Characteristics of modern Mississippi River sedimentary environments support the methodology used in sequence analysis, but the short time taken for sequence generation here raises important questions about sequence time scales, correlation, and driving mechanisms.

Braley, C.O. - 1982 Archaeological testing and evaluation of the Paradise Point site (8Fr71), St. Vincent National Wildlife Refuge, Franklin County, Florida. , Report to Interagency Archaeological Services Division, National Park Service: 56. No Abstract Avaliable

Brampton, A. -

Millard, K. - 1996 The effectiveness of the Seaford Beach renourishment programme. , SAMARA PUBLISHING LTD.: 623-629. It is now widely accepted that a properly managed beach can provide an effective form of sea defence that is in many respects superior to traditional hard engineering solutions. Developing these schemes is not straightforward and requires a detailed analysis of the various interacting processes that affect beach morphology. This inevitably involves the use of mathematical models to simulate coastal processes, and predict the response of beach several years into the future. It is only by using such approaches can conclusions be drawn as to whether a technique such as beach renourishment represents a suitable coastal defence option at a given site. With this widespread reliance on mathematical modelling techniques for coastal engineering it is important that we understand how effective they are. Forecasting of other complex processes in the fields of meteorology and economics are notoriously inaccurate in all but the short term. Accordingly this paper considers the modelling techniques that were used to design a beach management scheme for Seaford on the south coast of England in 1985.

Brenneman, L. - 1957 Origin of Certain Sand Bodies of the Apalachicola Delta. , Geology. Tallahassee, Florida State University. This paper represents a preliminary investigation of two sand bodies in Tates Hell Swamp in the Apalachicola Delta (Fig. I).The purpose of this study is to determine, if possible, depositional environments for the two sand bodies in Tates Hell Swamp on the basis of statistical parameters and geometric arrangement. For purposes of comparison, sedimentary data were determined for samples collected from the beach, dune, and lagoon environments of St. George Island and St. Joseph Spit, and oyster bars near the mouth of the Suwannee River were observed in the field (Fig. 1).

Brenneman, L. - 1957 Preliminary sedimentary study of certain sand bodies in the Apalachicola delta. , Geology. Tallahassee, FL, Florida State University: 151. No Abstract Avaliable

Brenneman, L. -

Tanner, W.F. - 1958 Possible abandoned barrier islands in panhandle Florida. , Journal of Sedimentary Petrology 28: 342-344. No Abstract Avaliable

Brooks, G.R. -

Doyle, L.J. -

Suthard, B.C. -

Locker, S.D. -

Hine, A.C. - 2003 Facies architecture of the mixed carbonate/siliciclastic inner continental shelf of west-central Florida: implications for Holocene barrier development , Marine Geology, v. 200, p. 324-349 Sediment vibracores and surface samples were collected from the mixed carbonate/siliciclastic inner shelf of west?central Florida in an effort to determine the three-dimensional facies architecture and Holocene geologic development of the coastal barrier-island and adjacent shallow marine environments. The unconsolidated sediment veneer is thin (generally <3 m), with a patchy distribution. Nine facies are identified representing Miocene platform deposits (limestone gravel and blue?green clay facies), Pleistocene restricted marine deposits (lime mud facies), and Holocene back-barrier (organic muddy sand, olive-gray mud, and muddy sand facies) and open marine (well-sorted quartz sand, shelly sand, and black sand facies) deposits. Holocene back-barrier facies are separated from overlying open marine facies by a ravinement surface formed during the late Holocene rise in sea level. Facies associations are naturally divided into four discrete types. The pattern of distribution and ages of facies suggest that barrier islands developed approximately 8200 yr BP and in excess of 20 km seaward of the present coastline in the north, and more recently and nearer to their present position in the south. No barrier-island development prior to approximately 8200 yr BP is indicated. Initiation of barrier-island development is most likely due to a slowing in the Holocene sea-level rise ca. 8000 yr BP, coupled with the intersection of the coast with quartz sand deposits formed during Pleistocene sea-level highstands. This study is an example of a mixed carbonate/siliciclastic shallow marine depositional system that is tightly constrained in both time and sea-level position. It provides a useful analog for the study of other, similar depositional systems in both the modern and ancient rock record.

Brooks, G.R. -

Dewitt, N.T. -

Suthard, B. - 1997 Recent sedimentary development of the inner west-central Florida continental shelf. , Geological Society of America, Abstracts with Programs, v.29, p. 7 No Abstract Avaliable

Brooks, G.R. -

Doyle, L.J. -

Dewitt, N.T. - Surface sediment characteristics and distribution patterns: inner west-central Florida continental shelf , U.S. Geological Survey, Open File Report, 177 p.

Brooks, G.R. -

Doyle, L.J. -

Suthard, B.C. -

Dewitt, N.T. - 1998 Inner West-central Florida continental shelf: Sedimentary facies and facies associations , Open File Report 98-37, U.S. Geological Survey, Saint Petersburg, FL, p. 177.

Brooks, G.R. -

Doyle, L.J. -

Davis Jr., R.A. -

Dewitt, N.T. -

Suthard, B.C. - 2003 Patterns and controls of surface sediment distribution: west-central Florida inner shelf , Marine Geology, v. 200, p. 307-324 The west-central Florida inner shelf represents a transition between the quartz-dominated barrier-island system and the carbonate-dominated mid-outer shelf. Surface sediments exhibit a complex distribution pattern that can be attributed to multiple sediment sources and the ineffectiveness of physical processes for large-scale sediment redistribution. The west Florida shelf is the submerged extension of the Florida carbonate platform, consisting of a limestone karst surface veneered with a thin unconsolidated sediment cover. A total of 498 surface sediment samples were collected on the inner shelf and analyzed for texture and composition. Results show that sediment consists of a combination of fine quartz sand and coarse, biogenic carbonate sand and gravel, with variable but subordinate amounts of black, phosphorite-rich sand. The carbonate component consists primarily of molluskan fragments. The distribution is patchy and discontinuous with no discernible pattern, and the transition between sediment types is generally abrupt. Quartz-rich sediment dominates the inner 15 km north of the entrance into Tampa Bay, but south of the Bay is common only along the inner 3 km. Elsewhere, carbonate-rich sediment is the predominate sediment type, except where there is little sediment cover, in which cases black, phosphorite-rich sand dominates. Sediment sources are likely within, or around the periphery of the basin. Fine quartz sand is likely reworked from coastal units deposited during Pleistocene sea-level high stands. Carbonate sand and gravel is produced by marine organisms within the depositional basin. The black, phosphorite-rich sand likely originates from the bioerosion and reworking of the underlying strata that irregularly crop out within the study area. The distribution pattern contains elements of both storm- and tide-dominated siliciclastic shelves, but it is dictated primarily by the sediment source, similar to some carbonate systems. Other systems with similar sediment attributes include cool-water carbonate, sediment-starved, and mixed carbonate/siliciclastic systems. This study suggests a possible genetic link among the three systems.

Brooks, H.K. - 1975 Beach nourishment, natural and artificial. , Annual Meeting of the Florida Academy of Sciences, Florida Southern College, Lakeland, FL The concept of a 'river of sand' in the littoral drift system has misled a generation of geologists and engineers. Except for artificial methods of inlet bypassing, man-made structures in the surf zone are of no lasting value. Lagoons and estuaries are natural traps for sediments from the land, shore and offshore sources. It is a fact that particles on the beaches of Florida have not traveled a great distance in the present cycle. There are no rivers in Florida now contributing sand to the beaches; new sediment must come from erosion of the shore or from offshore. Biogenic sources cannot be overlooked. Study of the Holocene beach and barrier island deposits prove a formative interval occurred about 4500 to about 1500 years ago. The source of sediment was from offshore. With the present high stand of sea level, this supply of sediment has been largely exhausted or is now beyond the reach of waves. It is for this reason that beach erosion can only be effectively prevented by artificially adding new sediment. The source of the sand should be from coarse, shelly deposits. A booster pump on the dredge ladder makes it possible to dig multiple, deep borrow pits into suitable Pleistocene deposits beyond the surf. Lithified zones result in increased dredging costs: however, 5 to 15% rock fragments in the 'spoil' are probably worth the increased investment. A minor amount of particles, pebble to cobble size, contribute to permanency without detracting from the characteristics of the restored beach.

Brooks, H.K. - 1973 The physical environment: geological oceanography , A Summary of Knowledge of the eastern Gulf of Mexico, The State University System of Florida, Institute of Oceanography, St. Petersburg, FL, p. 11 E/1 - 11 E/48

Broward County Department of Natural Resource Protection - 1996 Technical Report 98-01, Hollywood, Hallandale First Periodic Beach Renourishment Project Second Year Breach Monitoring Study , Broward County Department of Natural Resource Protection No Abstract Avaliable

Broward County Department of Natural Resource Protection - 1996 Technical Report 98-02, Hollywood/ Hallandale Beach Renourishment. , Broward County Department of Natural Resource Protection No Abstract Avaliable

Broward County Department of Natural Resource Protection - 1995 Final Report: Biological Monitoring of the Hollywood-Hallandale Beach Renourishment , Broward County Department of Natural Resource Protection No Abstract Avaliable

Broward County Department of Natural Resource Protection - 1998 Technical Report 98-09, Sea Turtle Conservation Program Broward County, Florida. , Broward County Department of Natural Resource Protection No Abstract Avaliable

Broward County Erosion Prevention District - 1987 Broward County, Florida, Port Everglades to South County Line Beach Erosion Control Project General Design Memorandum Addendum I. , Broward County Erosion Prevention District No Abstract Avaliable

Broward County Erosion Prevention District - 1980 Feasibility Report for Beach Erosion Control Segment II, Broward County, Florida , Broward County Erosion Prevention District No Abstract Avaliable

Broward County Erosion Prevention District - 1977 Draft Environmental Assessment Hollywood-Hallandale Beach Nourishment Project, Broward County, Florida , Broward County Erosion Prevention District No Abstract Avaliable

Broward County Erosion Prevention District - 1973 Final Report on Phase I ?Offshore Sand Transport Study? , Broward County Erosion Prevention District No Abstract Avaliable

Broward County Erosion Prevention District - 1986 Broward County Port Everglades to South County Line Beach erosion Control Project General Design Memorandum Addendum I. , Broward County Erosion Prevention District No Abstract Avaliable

Browder, A.E. - 1996 Bonita Beach Restoration Project: Six-Month Post Construction Monitoring Report , Florida Department of Environmental Protection Bureau of Beaches and Coastal Systems Permit No. DBS 900263 LE, Olsen and Associates, Inc., Jacksonville, FL

Browder, A.E. - 1996 Bonita Beach restoration project, one-year post construction monitoring report , Olsen and Associates, Inc., Jacksonville, FL, 45 p.

Buffler, R.T. -

Watkins, J.S. - 1980 Structure and early geologic history of the deep central Gulf of Mexico. The origin of the Gulf of Mexico and the early opening of the central North Atlantic Ocean. , Symposium Proceedings. in R. H. Pilger, Jr. Ed. Baton Rouge, Louisiana, Louisiana State University: 3-16. No Abstract Avaliable

Burgess, R.F. - 1977 Submerged Forest. , Oceans, v. 10, p. 46-49 No Abstract Avaliable

Byrd, T.W. - 1959 A statistical study of grain-size variation around Indian Peninsula, Gulf County, Florida. , Gulf County, Florida: 70. No Abstract Avaliable

Byrnes, M.R. -

Hiland, M.W. - 1995 Large-scale sediment transport patterns on the continental shelf and influence on shoreline response: St. Andrew Sound, Georgia to Nassau Sound, Florida. , Marine Geology 126(1-4): 19-43. Regional sediment transport patterns on the continental shelf seaward of Cumberland Island, Georgia and Amelia Island, Florida are documented using historical shoreline position and bathymetry data. Spatial variability in the net rate of shoreline change is considerable due to jetty construction at St. Marys Entrance in the early 1900s. Net average shoreline progradation is documented for both islands (1.5 m/yr for Cumberland and 0.4 m/r for Amelia), however, localized areas of shoreline retreat are recorded along Amelia Island, especially for the southernmost 5 km of beach where erosion has been chronic since 1871. Qualitative descriptions of net sediment transport were integrated with quantitative results to produce a model of large-scale coastal evolution for the study area. From this analysis, net sediment transport in this coastal compartment is controlled by inlet and shelf hydraulics, and littoral zone processes have minimal impact on net long-term coastal change.

Campbell, K. - 1979 The Sedimentology of Simple & Reticulated Transverse Bars in Low Wave Energy Environments. , Geology. Tallahassee, Florida State University. Transverse bars are subtle digitate features which extend at high angles to the beach in areas which are characterized by low wave energy, shallow offshore slopes and an abundant sand supply. Simple and reticulated transverse bars in Franklin County, Florida were investigated during this study. Field examination of these transverse bars included water and grain motion and wave parameters associated with transverse bars. In addition, examinations of the bar form and internal structure were conducted. Laboratory procedures included granulometric analysis and subsequent statistical treatment of laminar sediment samples collected from both the simple and the reticulated bars. Analysis of aerial photography, x-ray photographic analysis of cores collected from the bars, and model studies of the currents generated over reticulated bars were also conducted. Granulometric investigation of the simple and the complex bars revealed several interesting factors. The simple bar samples displayed easily interpreted characteristics. The mean grain size for,the individual samples was regulated primarily by the intensity of wave reworking: bar axis samples were coarsest at the shoreward end and finest at the seaward end. Standard deviation displayed a similar trend. The reticulated bar samples cannot be statistically separated one from another. All of the granulometric characteristics displayed only subtle differences from one sample to another. Mean grain sizes were finer for the reticulated bars than for the single orientation bars. No trends were discernable within the reticulated bar samples set and granulometric characteristics could not be correlated with the topographic expression of the transverse bars. This condition is (in this author's opinion) due to the presence of two predominant wave approach directions. Sediment distributions are altered and then mixed back together each time the wave approach direction changes and sediment transport occurs. There appears to be only one requirement for the formation of complex reticulated transverse bars in addition to those conditions necessary for the formation of simple bars. That one requirement is the presence of two predominant wave approach directions. The mechanisms which operate over the complex bars are basically the same mechanisms which operate on simple bars. An additional operation on the complex bars is the destructive effects of wave energy on that bar set which is not aligned with the ambient wave approach direction. Thus at any one moment one bar set is being constructed, while the second set is undergoing destruction due to wave energy being expended and sediment transported across the bar in an axis-normal direction. Wave parameter studies allowed the determination that wave energy density is augmented over the axis of relatively short bars. This energy density increase is due to the constructive interference of crossing waves, and not due to shoaling effects. This process works on both simple and complex transverse bars. Two theories of transverse bar formation were examined. The field data and observations of the present author are in agreement with the Niedoroda method of formation by the refraction of waves over a preexisting bathymetric high. The Barcilon and Lau theory, in the present author?s opinion, does not stand the test against field data, and is not a viable method of transverse bar formation.

Campbell, K. - 1986 St. Vincent Island (St. Vincent National Wildlife Refuge). , Geological Society of America, Centennial Field Guide - Southeastern Section: 351-353. No Abstract Avaliable

Campbell, K.M. - 1988 The geology of Collier County, Florida , Florida Department of Natural Resources, Division of Resource Management, Florida Geological Survey Open File Report 25, 19 p.

Campbell, T. -

Dean, R.G. -

Mehta, A.J. - 1990 Short Course of Principles and Applications of Beach Nourishment , Campbell, T., Dean, R.G., Mehta, A.J., Wang, H No Abstract Avaliable

Campbell, T.J. -

Beacheler, K.E. - 1987 Manatee County beach management plan , Coastal Planning & Engineering, Inc., 35p.

Ceryak, R. - 1974 A Mineralogical and textural analysis of Recent beach sands of the Gulf Coast of Florida from Anclote Key to Marco Island , University of South Florida, Tampa, FL

Ceryak, R. - 1980 A mineralogical analysis of Recent beach sands of the Gulf Coast of Florida , Southeastern Geological Society Guidebook No. 22, p. 16-18

Chen, C.S. - 1964 The Regional Lithostratigraphic Analysis of Paleocene and Eocene Rocks of Florida. , Geology. Tallahassee, Florida State University. Lithologic and thickness data of the successive Paleocene and Eocene stratigraphic units in panhandle and peninsular Florida were obtained by investigating cuttings, cores, and electric logs of a total of 164 wells selected for this study. These data were employed for constructing isopachs-lithofacies maps, structure maps and lithologic cross sections. These maps and cross sections together with the paleontologic information make possible more reliable interpretations of sedimentary petrogenesis and of the regional tectonics of the Paleocene and Eocene time in Florida. Two distinct sedimentary facies, clastic (panhandle Florida) and nonclastic (peninsular Florida), have been recognized and differentiated on a series of isopach-lithofacies maps of the successive stratigraphic units of the Paleocene and Eocene Series in the area studied. These two sedimentary facies were separated by the Suwannee Channel, which acted as a natural barrier, both sedimentological and faunal, and occupied a narrow belt along southern Georgia and northern Florida with a northeast-southwest trend during the time from late Upper Cretaceous to Upper Eocene. The barrier nature of the Suwannee Channel gradually became less effective and finally disappeared near the end of Eocene time. On the basis of lithologic and paleontologic data together with the ecologic an environmental conditions inferred in this study, the following interpretations concerned with the regional sedimentation were made. In peninsular Florida, nonclastic sediments, carbonates and evaporates, were formed on a stable carbonate bank or shelf in warm, shallow-water, and open marine environment which could be comparable to those existing today in the Great Bahamas, Florid Bay and keys, and Campeche Banks. In panhandle Florida, clastic sediments were laid down on a relatively unstable shelf in transitional or deltaic and shallow water marine environments. Isopach-lithofacies maps indicate that clastic sediments become coarser and more dominant northward toward the Appalachian Piedmont, while carbonates and finer clastics are the major lithologies southeastward near the Suwannee Channels and southward toward the Gulf. The principal source area of those terrigenous materials is considered to be the Southern Appalachians. Stratigraphic analysis indicates that only epeirogenic movements affected the area during the Early Tertiary time. Several minor disconformities have been recognized at the outcrop area, but they are generally not recognizable in the subsurface in panhandle and peninsular Florida, except at the contacts of the Ocala Group which show unconformable relationships with beds lying above and below. The fact of gradual but steady spreading of the nonclastic facies northerly and westerly over the clastic facies during early Tertiary time may be the result of continued marine transgression. Some spor5adic regressions occurred during Paleocene and Eocene time as manifested by the presence of local and regional unconformities. Paleogeographic maps of the successive Paleocene and Eocene stratigraphic units studied are reconstructed on the basis of the series of isopach-lithofacies maps, lithologic and paleontologic data, and ecologic and environmental conditions inferred from this study.

Chen, Z.Q. -

Donoghue, J.F. - 1996 Major paleochannel system on the continental shelf of Apalachee Bay, northwest Florida. , Geological Society of America, Southeastern Section, 45th annual meeting, Jackson, MS, United States: 6. No Abstract Avaliable

Chen, Z.Q. - 1999 Late Quaternary History of the Northeastern Gulf of Mexico Coast, Northwest Florida. , Geology. Tallahassee, Florida State University.

Chiu, T.Y. - 1981 Coastal Construction Control Line Study for Broward County, Florida , Chiu, T.Y. No Abstract Avaliable

Cialone, M.A. -

Stauble, D.K. - 1998 Historical findings on ebb shoal mining. , Journal of Coastal Research 14(2): 537-563. Mining of ebb shoals has become more prevalent in recent years due to limited sources of beach quality sand available for beach nourishment projects. This paper examines eight ebb shoal mining projects completed since 1981 in an attempt to examine this relatively new practice of removing material from an inlet ebb shoal. A brief description of each inlet's history, morphology, and processes is given in an Appendix for background information and available information on the ebb shoal mining events at each inlet is presented in this paper. The eight projects presented range in size from 170,000 m (super 3) removed from the ebb shoal at Boca Raton Inlet (Florida) to 6,235,000 m (super 3) removed from the ebb shoal at Great Egg Harbor Inlet (New Jersey). The recent completion of many of these projects and lack of systematic monitoring has resulted in limited monitoring data to assess shoal mining impacts on the inlet system. With this in mind, impacts of ebb shoal mining inferred from the data and the level of monitoring at each project site are discussed. From this study, it has been determined that most ebb shoals are mined on the outer "passive" portion of the shoal feature. Ebb shoal sand was found to be compatible with the native beach material, indicating that the ebb shoal acts as a "sand bridge" between the updrift and downdrift beaches. The rate of recovery of the mined area appears to be a function of the degree to which the system equilibrium is perturbed, sand availability (longshore transport rate), storm frequency, and the depth of the mined area. Estimates of borrow area recovery were often overpredicted, probably due to poor longshore transport estimates. Further analysis is needed to determine ebb shoal mining impacts to navigation, inlet adjacent shoreline, ebb shoal equilibrium, and reusability of borrow area infill material. This paper is an attempt to evaluate the state-of-the-art in the practice of removing material from inlet ebb shoals and monitoring of these projects. A suggested monitoring plan for future ebb shoal mining projects is also presented.

Clark, D. - 1987 Sedimentology and Depositional Environments of a Hazardous Waste Site in the Sand and Gravel Aquifer of Escambia County. , Geology. Tallahassee, Florida State University. Granulometric and clay mineral analyses were performed on sediment samples from wells in Escambia County, Florida. This study is of particular interest because the study area is a hazardous waste site designated by the u.s. Environmental Protection Agency. The area under investigation is 1 km north-south and 0.5 km east-west. Although the area is small, a very detailed sedimentologic study wag warranted due to the high levels of contamination in the subsurface. Settling tube analysis wag performed on 168 sand samples from 10 wells and two vibrocores. Twenty of these samples were sieved in order to calibrate the settling tube data. Granulometric results were determined and plotted on bivariate graphs. These results were compared to published bivariate environmental interpretation graphs {environments of deposition). The granulometric results have also been compared to natural gamma and neutron well logs for selected wells. Finally, 20 clay samples were analyzed using an x-ray diffractometer to determine the relative abundances of the clay minerals. Based upon comparison with published reports, the clay mineral assemblages appear to be typical Cenozoic fluvial and near shore marine clays of the Gulf coast region. Correlation of granulometric results among wells was not possible. Furthermore, comparison of granulometric analysis with well logs was not successful due to the large sampling interval down core. Correlation among clay layers using natural gamma and neutron logs has yielded limited results particularly parallel to the modern shoreline. All attempts at correlation have demonstrated the heterogeneity of the sand-and-gravel aquifer in this small-scale study. The environmental interpretation results were more conclusive, indicating that the depositional environment for these sediments was a river mouth setting in an estuary, delta, lagoon, or some type of closed basin. All available evidence indicates a distributary mouth bar environment as the most probable depositional setting.

Clark, R.R. - 1986 The impact of Hurricane Elena and Tropical Storm Juan on coastal construction in Florida. , Florida Department of Natural Resources, Beaches and Shores: 142. No Abstract Avaliable

Clark, R.R. - 1993 Beach conditions in Florida: a statewide inventory and identification of the beach erosion problem area in Florida. , Florida Department of Natural Resources, Beaches and Shores Technical and Design Memorandum. No. 89-1: 202. No Abstract Avaliable

Clark, R.R. -

Leadon, M.E. -

Nguyen, N.T. - 1995 Hurricane Opal, structural damage and beach and dune erosion along the Panhandle Coast of Florida. , Florida Department of Environmental Protection, Bureau of Beaches and Coastal Systems: 16. No Abstract Avaliable

Clausner, J.E. -

Stauble, D.K. - 1981 The relationship between grain size, beach slope, and wave climate in Brevard County, Florida. , Florida Academy of Science, in conjunction with the Florida Junior Academy of Sciences, Orlando, FL, United States: 43. No Abstract Avaliable

Coastal Engineering Consultants and Alpine Ocean Seismic Survey Inc. - 1998 Geophysical survey and vibracore sampling offshore Collier County, Florida , Prepared for Collier County Board of Commissioners, Collier County, Florida

Coastal Engineering Consultants, Inc. - 1987 Revised estimate of Project Costs for Marco Island , CEC File No. 87.004. October 26, 1987

Coastal Engineering Consultants, Inc. - 1988 Collier County sand source report prepared for Collier Board of County Commissioners, Naples, FL. , Coastal Engineering Consultants. #696

Coastal Engineering Consultants, Inc. - 1996 Collier County Beach Nourishment project ? 1996 post-construction survey , Coastal Engineering Consultants--Collier County, FL

Coastal Engineering Consultants, Inc. - 1996 Marco Island Beach Restoration Project Annual Monitoring Report #5 (1995), Naples, Florida , Coastal Engineering Consultants

Coastal Engineering Consultants, Inc. - 1994 Performance of the Wiggins Pass Dredging Project and Adjacent Shorelines 1993-1994 , Coastal Engineering Consultants

Coastal Engineering Consultants, Inc. - 1991 Collier County sand source and environmental report, phase III, sand source report , Florida Department of Natural Resources, Division of Beaches and Shores

Coastal Engineering Consultants, Inc. - 1989 Marco Island Beach Nourishment Department of Natural Resources Completeness Summary. Naples Florida , Coastal Engineering Consultants

Coastal Engineering Laboratory, University of Florida - 1959 Coastal Engineering Study at Pompano Beach , Coastal Engineering Laboratory, University of Florida No Abstract Avaliable

Coastal Planning & Engineering - 1997 Fort Pierce Inlet Management Plan. Boca Raton , Coastal Planning & Engineering No Abstract Available

Coastal Planning & Engineering - 1987 Evaluation of Jet Pump Sand Transfer at St. Lucie Inlet. Boca Raton , Coastal Planning & Engineering No Abstract Available

Coastal Planning & Engineering - 1987 Martin County Beach Management Plan. Boca Raton , Coastal Planning & Engineering No Abstract Available

Coastal Planning & Engineering - 1988 An Evaluation of Beach Erosion and St. Lucie Inlet Jetty for Sailfish Point Boca Raton , Coastal Planning & Engineering No Abstract Available

Coastal Planning & Engineering - 1989 City of Vero Beach - Beach Restoration Project Assessment Report. , Coastal Planning & Engineering No Abstract Available

Coastal Planning & Engineering - 1989 City of Vero Beach - Beach Restoration Project Assessment Report. , Coastal Planning & Engineering No Abstract Available

Coastal Planning & Engineering - 1991 Fort Pierce Harbor Inlet/Port Navigation Improvements. Boca Raton , Coastal Planning & Engineering No Abstract Available

Coastal Planning & Engineering - 1993 City of Titusville Space Walk of Fame: Coastal Engineering , Coastal Planning & Engineering No Abstract Available

Coastal Planning & Engineering - 1991 Hillsboro Inlet Management Plan Study Phase Report , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1992 Palm Beach County from Martin County Line to Lake Worth Inlet and from South Lake Worth Inlet to Broward County Line, General Design Memorandum addendum for Third Periodic Nourishment at Delray Beach with Environmental Assessment , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1992 Hillsboro Inlet Management Plan , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1992 Boca Raton Beach Restoration Monitoring Study 3 year Monitoring Report , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1992 Hollywood/Hallandale First Periodic Beach Renourishment Project 6 month Beach Monitoring Study , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1993 City of Delray beach Third Periodic Beach Nourishment Project , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1993 City of Delray Beach Third Periodic Beach Nourishment Project Pre-Construction Environmental Monitoring Report , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1993 Boca Raton Beach Restoration Monitoring Study 4 Year Monitoring Report , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1995 Monitoring Report of the Boca Raton Inlet and Adjacent Beaches , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1995 City of Delray Beach Third Periodic Beach Nourishment Project 2 Year Post-Construction Phase Borrow Area and Fill Site Infauna/sediment Monitoring Report , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1995 Boca Raton Inlet & Adjacent Beaches 1993 Monitoring Program , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1995 Boca Raton Beach Restoration Monitoring Study 5 year Monitoring Report , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1995 City of Delray Beach Third Periodic Beach Nourishment Project 4-year Post-Construction Hardbottom Environmental Monitoring with Borrow Area and Fill site Infauna Assessment Report , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1996 Boca Raton Beach Restoration Monitoring Report , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1997 Boca Raton Beach Restoration Monitoring Study 7 year Monitoring Report , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1998 City of Delray Beach Third Periodic Beach Nourishment Project 4-year Post-Construction Hardbottom Environmental Monitoring with Borrow Area and Fill site Infauna Assessment Report , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1998 Boca Raton Beach Restoration Monitoring Study 9 years Monitoring Report , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1998 1996 Monitoring Report of the Boca Raton Inlet and Adjacent Beaches , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1998 1997 Monitoring Report of the Boca Raton Inlet and Adjacent Beaches , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1998 Feasibility Study of Structural Stabilization of Beach Fill in Broward County, Segment II & III , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1999 City of Boca Raton, Boca Raton Beach Renourishment Project Post-Construction Monitoring Report , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 2000 1999 Monitoring Report of the Boca Raton Inlet and Adjacent Beaches , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 2000 Central Boca Raton Beach Nourishment Feasibility Study , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 2002 Broward County Shore Protection Project, 2001 Beach Survey and Analysis , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 2003 2002 Delray Beach Beach Renourishment Project, Fourth Periodic Post-Construction Beach Monitoring Report , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 2003 City of Boca Raton 2002 Beach Renourishment Project 2003 One-Year Post-Construction Beach Monitoring Report , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 2004 Central Boca Raton Beach Nourishment Project Pre-, During and Post-Construction Environmental Monitoring , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - Broward County, Florida Shore Protection Project ? Segment III (Port Everglades to South County Line) General Design Memorandum, Addendum II Hollywood/Hallandale Renourishment with Environmental Assessment , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1985 Broward County Alternate Sand Source and Inlet Bypassing Study, Aragonite Portion Only , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1985 North Boca Raton Borrow Area Magnetometer Survey , Coastal Planning & Engineering No Abstract Avaliable

Coastal Planning & Engineering - 1985 Boca Raton Beach and Inlet Monitoring Report , Coastal Planning & Engineering No Abstract Avaliable