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  • Oceanography  (39)
  • ASTROPHYSICS
  • Life and Medical Sciences
  • ddc:300
  • Gainesville, FL  (39)
  • 2020-2022  (39)
  • 1950-1954
  • 1
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    Florida Sea Grant College Program | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/230 | 3 | 2011-09-29 22:22:20 | 230 | Florida Sea Grant College Program
    Publication Date: 2021-06-27
    Description: In collaboration with researchers from FloridaState University, Florida Sea Grant introduces an important but poorly known topic:submarine groundwater discharge. Although nearly invisible, submarinegroundwater discharge influences coastal systems. This brochure helps explain this important phenomenon. (8pp.)
    Description: National Sea Grant College Program
    Description: Center for Natural Resources, IFAS, University of Florida
    Description: NOAA Grant No 76 RG-0120
    Keywords: Pollution ; Oceanography ; Earth Sciences ; Environment ; groundwater discharge ; Florida
    Repository Name: AquaDocs
    Type: monograph
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    University of Florida/IFAS, Office of Conferences & Institutes | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/231 | 3 | 2011-09-29 22:23:17 | 231 | Florida Sea Grant College Program
    Publication Date: 2021-06-27
    Description: This joint conference is to provide a forum forphysical, biological, and social scientists to share their knowledge andresearch results concerning restoration of the Greater Everglades and Florida Bay Ecosystem.
    Keywords: Conservation ; Oceanography ; Biology ; Chemistry ; Planning ; Florida Bay ; research ; conferences
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    Florida Sea Grant College | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/360 | 3 | 2021-02-27 20:07:45 | 360 | Florida Sea Grant College Program
    Publication Date: 2021-06-28
    Description: In recent times, from 1871-1993, nearly 1,0OO tropical cyclonesof tropical storm or hurricane intensity have s cur red in the NorthAtlantic, Caribbean Sea, and Gulf of Mexico. Of this total, about180 have reached Florida, with 75 of these known to have hurricaneforce winds (wind speed 2 74 mph) and 105 with tropical stormforce winds (39 mph - 73 mph). While early records are fragmentary and incomplete, thefollowing is a discussion of the more formidable Florida hurricanes.For convenience and to provide readable hurricane tracks, thediscussion examines hurricanes occurring within 30-year periods,divided into 10-year sections. When possible the SaffirISirnpson Scale (Table 1) describes the hurricane category for both past hurricanes (before the scale was developed), and recent hurricanes. (157pp.)
    Description: National Oceanic and Atmospheric Administration, U.S. Department of Commerce
    Keywords: Atmospheric Sciences ; Oceanography ; hurricanes ; Florida
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    Florida Sea Grant College Program | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/300 | 3 | 2020-08-24 02:45:05 | 300 | Florida Sea Grant College Program
    Publication Date: 2021-06-28
    Description: As a program supporting academic research that addresses recognized societal needs, theFlorida Sea Grant Program is developing a research theme area on estuaries to provide a uniquely academic product that will augment mission-oriented research undertaken by government and bythe private sector. This report is not a call for proposals. It does not prescribe a specific researchplan. Rather, it is a concept paper designed to focus research on two broad "organizing themes":(1) the hydrology of Florida's estuaries, and (2) the impact of cyclic environmental variability onestuarine function. (46pp.)
    Description: National oceanic and Atmospheric Administration, U.S. Department of Commerce
    Keywords: Oceanography ; Engineering ; Earth Sciences ; Planning ; estuaries ; hydrology ; Florida
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/428 | 3 | 2020-08-24 02:56:50 | 428 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-29
    Description: The shoaling and bank erosion at Ponce de Leon channel, Punta Gorda, Florida, havecaused concern of harming the mangrove community along the channel. Three factorswere identified that could contribute to the bank erosion of Ponce channel. Theyare tidal induced current, wind waves penetrating from the Charlotte Harbor, andwakes caused by boat traffic. According to the field experiments and numericalmodeling studies, it was determined that the combined wind wave and tidal currentforce is the major cause to the bank erosion. Wind wave appears to play a moreimportant role because of its dynamic nature. For the present cross-sectionalchannel condition the tidal current alone is only a moderate erosional force.It was also found that reopening the barge canal would cut the tidal currentstrength in the Ponce channel by a half. This current reduction would reduce butnot eliminate bank erosion in the lower reach as the wind-wave induced force willremain to be an important erosional factor.A number of remedial alternatives were given in the report. The most direct methodis to provide bank protection. The extent of the protection depends upon theextent of wind wave penetration which could be as deep as 150 m into the channelunder the present channel entrance condition. (This document has 49 pages. )
    Keywords: Oceanography ; Engineering ; tidal current ; erosion ; channels ; Ponce de Leon channel ; Florida ; mangroves ; Punta Gorda
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/536 | 3 | 2020-08-24 03:04:36 | 536 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: This is the first of a pair of reports documenting the effects of storms on barrier island systems.The present report (Volume 1) investigates storm effects on natural island conditions whereasVolume 2 addresses the effects of seawalls. With the aim of simulating the effects of overwashon barrier islands and characterizing their response, a series of nine experiments was conductedat the Coastal Engineering Laboratory of the University of Florida. The barrier island wassimulated by a 400 feet wide (prototype units) horizontal crest and an initially planar (1:19)beach. The effects of various storm surge levels and accompanying overtopping were investigated.Experiments were conducted with both regular and irregular storm waves. Regularwaves without overtopping caused the formation of a substantial berm in the swash zone and aprominent longshore bar offshore. Increasing degrees of overtopping resulted in substantial lossof sand from the barrier island system. The longshore bar was considerably more subtle for thehighest water level tested (11.5 ft. above mean sea level). Simulation of a storm-surge hydrographwith rising and falling water levels indicated that the presence of the bar tends to occuronly during a relatively steady or slowly changing water level. The experiments with irregularwaves were conducted with reasonably similar wave heights and carrier periods as those withregular waves. The major difference was in the characteristics of the longshore bar response. Incomparison with cases with regular waves, the bar was less distinct without overtopping, subtlewith minimal overtopping and absent in cases with substantial overtopping. These experimentsseem to indicate that offshore bars are simply break-point bars which require a fairly steadybreak-point and undertow (return of mass transport) for optimal formation. (Document has 84 pages.)
    Description: Department of Civil and Coastal Engineering, University of Florida
    Description: Prepared for: Beaches and Shores Resource Center Innovation Park, Morgan Building Box 9 2035 East Paul Dirac Drive Tallahassee, Fl 32304
    Keywords: Oceanography ; Engineering ; Earth Sciences ; Barrier Island ; Storm Effects ; Beach Erosion ; Overwash ; Washover
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/533 | 3 | 2021-02-27 20:20:10 | 533 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: This report presents results of the experiments of the existing inlet and eightstructural alternatives to the Sebastian Inlet from a movable bed model. It is intendedto find solutions for improvement of boating safety and protection of beaches adjacentto the inlet. Based upon the experimental results from here and the fixed bed modelstudy, which is summarized in Part I report, an optimum structural modification planwas then recommended providing a general frame of improvement scheme.The research in this report was authorized by the Sebastian Inlet District Commissionof September 15, 1989. The University of Florida was notified to proceedon November 14, 1989. The study and report were prepared by the Department ofCoastal and Oceanographic Engineering, University of Florida. Coastal TechnologyCorporation was the technical monitor representing the Sebastian Inlet District. (Document has 109 pages.)
    Keywords: Oceanography ; Engineering ; Planning ; Erosion ; Sediment transport ; Shore erosion ; Structural alternative ; Sebastian Inlet ; Florida
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/534 | 3 | 2020-08-24 03:03:47 | 534 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: This thesis examines the historical shoreline response to inlet modifications and sealevel rise. Inlet modifications are considered to be the geographic stabilization and training(through the use of structures) of natural inlets and the creation and further modification ofartificial inlets. Shoreline response to natural and artificial processes must be understood inorder to predict the performance of the coastline. The tendency for creating and modifyinginlets increases as industry and population growth demands. Sea level rise is a natural processwhich cannot be controlled at this time. Current theoretical approaches to predictingshoreline response indicate that sea level rise and inlet modifications can cause substantialshoreline impact. Florida, with roughly a century of shoreline position and relative sea leveldata, provides a basis for examining past trends and comparing them with theory.The shoreline of Florida was found to be accreting with the greatest accretion alongthe east coast. Shoreline responses within the boundaries of the erosional influence of inletsdue to their creation and/or modification were examined for 19 inlets around the coast ofFlorida. The differences in the shoreline response before and after the initial modification ofeach inlet show the erosional strain that inlets apply on the nearby shoreline. The effect onshoreline response due to the human intervention (unnatural processes) of modifying inletswas isolated and examined. The shoreline response due to this "human intervention" was erosional, thereby showing the negative impact that modified inlets have on shorelines. Thisinduced erosion is responsible for the loss of roughly 21.6 million cubic yards of sand from theshoreline that is within the erosional influence of Florida's east coast inlets. Combining theshoreline changes due only to natural processes with sea level rise data allows for comparisonwith the commonly accepted Bruun Rule for shoreline response as a result of a changingsea level. This comparison and the effects of including a lag time between a rise in sea leveland a change in shoreline along the east coast of Florida during the last century show noagreement with the Bruun Rule and no correlation with a specific lag time. (Document has 153 pages.)
    Keywords: Oceanography ; Engineering ; Earth Sciences ; Coasts ; Sea level changes ; Coastal inlets ; Florida
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/541 | 3 | 2020-08-24 03:05:18 | 541 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: This is the second of a pair of reports documenting the effects of storms on beach systemsincluding the presence of seawalls. With the aim of simulating the effects of overwash onbarrier islands with seawalls and characterizing their response, a series of eight experimentswas conducted at the Coastal Engineering Laboratory of the University of Florida. The barrierisland was simulated by a 400 feet wide horizontal crest and an initially uniform mildly-sloped(1:19) beach. The effects of positioning the seawall at two different locations as well as the effectsof various storm surge levels and accompanying overtopping were investigated. Experimentswere conducted with both regular and irregular storm waves. With the seawall located at theslope break between the crest and the sloping beach of the barrier island, and the crest of theseawall just submerged in sand, the effects on the sediment transport process were found to beminimal. For the same position of the seawall but with the crest of the seawall raised above thesurrounding ground level, overtopping caused washover of sand indicating substantial transportin suspension. Increased levels of overtopping tended to accentuate bed profile changes butsupress bar formation (as did irregular waves). Positioning the seawall at the Mean Sea Levelshoreline caused significant scour both immediately landward as well as immediately seawardof the seawall. A prominent scour trough developed further seaward. The longshore bar washighly three-dimensional. It appears that seawalls need to be located adequately landward of theshoreline to discharge their function effectively without adverse effect to the beach. In addition,concerns for safety warrant the presence of an adequate buffer-zone between the seawall andthe upland property. (61 pp.)
    Description: Prepared for: Beaches and Shores Resource Center Innovation Park, Morgan Building Box 9 2035 East Paul Dirac Drive Tallahassee, Fl 32304
    Keywords: Oceanography ; Engineering ; Earth Sciences ; Barrier island ; seawalls ; storm effects ; beach erosion ; overwash
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    Coastal and Oceanographic Engineering Department, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1064 | 3 | 2011-09-29 21:11:59 | 1064 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-07-05
    Description: This report presents the results of a bathymetric surveying program carriedout on the beach and nearshore region about 1 km to the north of the PortCanaveral inlet. The survey data covers a period between March 16 and July 21,1988. The data was collected in support of a field study on directional wavemeasurement and Bragg reflection from artificial, shore-parallel bars, performedduring June-July, 1988. The topography at the experiment site was generallymonotonic in the on-offshore direction (except near the end of the experimentalprogram) and uniform in the longshore direction. (64 pages)
    Description: Office of Naval Research
    Keywords: Oceanography ; Engineering ; Bathymetric survey ; beach profiles ; Port Canaveral ; Florida
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    Department of Coastal and Oceanographic Engineering, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1695 | 3 | 2011-09-29 20:11:10 | 1695 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-07-09
    Description: This report responds to the 1986 Beaches Bill which, in recognition of thepotential deleterious impact on Florida's beaches of inlets modified for navigation,mandated a study of those inlets with identification of recommended action to reducethe impacts. This report addresses west Coast inlets; East Coast inlets are thesubject of a companion report.There are 37 inlets along that portion of Florida's West Coast commencing fromPensacola Bay Entrance to Caxambas Pass at the south end of Marco Island. Compared tothose on the East Coast, most West Coast inlets have not had the deleterious effectson the adjacent beaches, yet all modified inlets without proper management have thepotential of impacting unfavorably on the adjacent shorelines. Moreover, at presentthere is interest in opening three West Coast entrances which either have been openin the past (Midnight Pass) or which have opened occasionally (Navarre Pass andEntrance to Phillips Lake).A review of inlets in their natural condition demonstrates the presence of ashallow broad outer bar across which the longshore transport Occurs. These shallowand shifting bar features were unsuitable for navigation which in many cases has ledto the deepening of the channels and fixing with one or two jetty structures. Inlets in this modified state along with inappropriate maintenance practices have thepotential of placing great ero$ional stress along the adjacent beaches. Moreover.channel dredging can reduce wave sheltering of the shoreline by ebb tidal shoals andalter the equilibrium of the affected shoreline segments. The ultimate in poor sandmanagement practice is the placement of good quality beach sand in water depths toogreat for the sand to reenter the longshore system under natural forces; depths of 12ft. or less are considered appropriate for Florida in order to maintain the sand inthe system.With the interference of the nearshore sediment transport processes by inletsmodified for navigation, if the adjacent beaches are to be stabilized there must bean active monitoring program with commitment to placement of dredged material ofbeach quality on shoreline segments of documented need. Several East Coast inletshave such transfer facilities; however. the quantities of sand transferred should beincreased. Although an evolution and improvement in the technical capability tomanage sand resources in the vicinity of inlets is expected, an adequate capabilityexists today and a concerted program should be made to commence a scheduledimplementation of this capability at those entrances causing greatest erosionalstress on the adjacent shorelines.A brief summary review for each of the 37 West Coast inlets is presentedincluding: a scaled aerial photograph, brief historical information, several itemsrelated to sediment losses at each inlet and special characteristics relevant toState responsibilities. For each inlet, where appropriate, the above infor~tion isutilized to develop a recommenced action. (PDF has 101 pages.)
    Description: Division of Beaches and Shores, Florida Department of Natural Resources
    Keywords: Oceanography ; Engineering ; Bypassing ; Entrances ; Inlets ; Florida
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    University of Florida, Florida Sea Grant College Progam | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/284 | 3 | 2011-09-29 22:18:00 | 284 | Florida Sea Grant College Program
    Publication Date: 2021-06-28
    Description: Marine biotechnology is a new economic sectorglobally, and is in its infancy in Florida. As an industry, itis still a very small part of biotechnology overall, but onewhere Florida has potential and real advantages overmany areas for developing a robust commercial,technical and educational investment. (8pp.)
    Keywords: Health ; Oceanography ; Biology
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/468 | 3 | 2020-08-24 02:57:37 | 468 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-29
    Description: The following report presents wave data collected at two near shore locations off Hollywood Beach, Florida beginning inJanuary 1990 and ending May 1992. The methods used to collect and analyze the data are also presented. Significant waveheight, peak wave period, and peak wave direction are presented in time series plots, and summarized monthly in tables.Appendices include the time series plots, wave roses of each deployment period, an overall wave rose for each site and adiskette of the data in ASCII format. (Document has 68 pages; diskette lacking.)
    Keywords: Oceanography ; Engineering ; waves ; Florida ; Hollywood Beach
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    Florida Institute of Technology, Department of Oceanography and Ocean Engineering | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/34 | 3 | 2021-02-27 20:03:06 | 34 | Florida Sea Grant College Program
    Publication Date: 2021-06-25
    Description: It has been the purpose of this project to provide the basic biological and geological data together with summary guidelines which will allow the Florida Dept. of Environmental Regulation and project engineers to make the necessary permitting and design decisions for beach nourishment project in worm reef areas. The present workseeks to determine the tolerance of P. lapidosa tosediment burial, the tolerance of these organisms to exposure to hydrogen sulfide, the tolerances of these organisms to heavy silt loads in the water, etc. (37pp.)
    Keywords: Oceanography ; Engineering ; Environment ; beach nourishment ; Sabellariid ; Phragmatapoma lapidosa ; Florida ; reefs
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    Florida Sea Grant College | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/181 | 3 | 2020-08-24 02:42:52 | 181 | Florida Sea Grant College Program
    Publication Date: 2021-06-27
    Description: Florida's coastal county artificial reef sampling and data management programsare surveyed in this report. The survey describes the county level capability for artificialreef documentation and performance assessment based on their needs, interests,organizational structure and "in-situ" data collection and data management techniques.The. primary purpose of this study is to describe what staffing, training, techniques,organizational procedures and equipment are used by the coastal counties to establishlocal reef assessment projects, if they have such an effort. This information is necessaryto help determine the feasibility of implementing standards of data quality assurance andcontrol for a state reef database with information provided by local reef managers. (103pp.)
    Description: Florida Department of Natural Resources
    Description: Florida Department of Natural Resources Project Number R/FDNR-4
    Keywords: Oceanography ; Engineering ; artificial reefs ; Florida
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    University of Florida Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/210 | 3 | 2020-08-24 02:55:34 | 210 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-27
    Description: It is well known that tidal inlets tend to cause accretion on updrift shorelines anderosion on downdrift shorelines. This study documented the shoreline changes near severaltidal inlets along Florida's east and west coasts. An analytical and a numerical methodwere used to attempt to predict the shoreline changes downdrift of these inlets. (142pp.)
    Keywords: Oceanography ; Engineering ; shore protection ; beach erosion ; inlets ; Florida ; thesis ; Ft. Pierce Inlet ; Sebastian Inlet ; St. Lucie Inlet ; Boca Raton Inlet ; baker's Haulover ; St. Andrews Bay Entrance ; Venice Inlet ; Lake Worth Inlet
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/471 | 3 | 2020-08-24 02:58:12 | 471 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-29
    Description: This report is to document the programs my colleague and I developed for computingtime-dependent nearshore hydrographic changes including beach profile responses.The time scale of the model is suitable for storm events to seasonalchanges, currently up to one year period. The model is very stable and is capableof handling complicated topographies including inlets and irregularly-shapedstructures such as curved jetties and breakwaters.The purpose of three-dimensional models is to predict the change of bottomtopography from the spatial distribution of the sediment transport rates, which areevaluated from the nearshore wave and current fields computed point by point insmall areas defined by a horizontal grid placed over the region of interest. Modelsof 3-D beach topography change require much fewer idealizations than do the linemodels. (Document has 43 pages.)
    Keywords: Oceanography ; Engineering ; Earth Sciences ; Coast changes ; models ; nearshore currents
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/474 | 3 | 2020-08-24 02:59:04 | 474 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-29
    Description: This data report contains measurements of turbidity obtained near Hollywood,Florida, during the period of January 1990 to April 1992. Data were obtainedwithin one meter of the seabed in depths of 5 m and 10 m. Turbidity was found tovary significantly under natural conditions, with values during storms sometimesexceeding 29 NTU. Tables and plots of turbidity data are presented. (Document contains 77 pages.)
    Description: Florida Sea Grant College Program
    Keywords: Oceanography ; Engineering ; beach nourishment ; Hollywood ; Florida ; turbidity
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    Florida Cooperative Fish and Wildlife Research Unit, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1090 | 3 | 2011-09-29 21:10:31 | 1090 | Florida Cooperative Fish and Wildlife Research Unit
    Publication Date: 2021-07-05
    Description: The purpose of this study was to determine how the dynamic system off Cape San Blas affects its unique group ofnesting sea turtles we assessed:1. changes in beach topography,2. changes in offshore topography,3. current flows and direction,4. tidal patterns,5. sand composition and origin,6. sea turtle nesting pattern, and7. structure of the sea turtle group nesting along Cape San Blas. (9 page document)
    Description: Research Work Order no. 197B
    Description: Project status report. Final report.
    Keywords: Oceanography ; Biology ; Earth Sciences ; Cape San Blas ; Florida ; barrier islands ; green turtles ; Chelonia mydas ; loggerhead turtles ; nesting ; sea turtles
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    Coastal and Oceanographic Engineering Department, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1476 | 3 | 2011-09-29 20:31:04 | 1476 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-07-08
    Description: Inlets are common coastal features around the world. Essentially aninlet connects a lagoon, a bay or an estuary to the ocean (or sea), and theflow through the inlet channel is primarily induced by the tidal rise andfall of water level in the ocean. When speaking of the hydraulics of an inlet,one is interested mainly in determining the flow through the inlet andthe tidal variation in the bay, given the following:(1) Inlet geometry(2) Bay geometry(3) Bottom sediment characteristics in the inlet(4) Fresh water inflow into the bay (and out throughthe inlet)(5) Ocean tide characteristicsA combination of all these factors can produce a rather complex situation. (PDF contains 34 pages.)
    Keywords: Oceanography ; Engineering ; Tidal inlets
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    Coastal and Oceanographic Engineering Department, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1474 | 3 | 2011-09-29 20:31:13 | 1474 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-07-08
    Description: The purpose of this study was to determinethe actual direction of littoral transport along the north shore of SantaRosa Island in the vicinity of Pensacola Beach, Florida. To accomplish thisobjective the sand tracer method was used for the study. Visual observationsand instrument recordings of the environment factors were also made duringthe tracing operations. The investigation covered a time span from September14, 1976 to March 12, 1977.(PDF contains 68 pages.)
    Description: Sponsor: Department-of the Army Mobile District, Corps of Engineers Mobile, Alabama
    Keywords: Oceanography ; Engineering ; Santa Rosa Island ; Florida ; Longshore sediment transport
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    Coastal and Oceanographic Engineering Department, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1472 | 3 | 2011-09-29 20:31:18 | 1472 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-07-08
    Description: The framework of sediment budget concepts provides a formalized procedureto account for the various components of sediment flux and the changes ofvolume that occur within a given region. Sediment budget methodology can beuseful in a number of coastal engineering and research applications,including: inferring the amount of onshore sediment transport for a nearshoresystem that contains an "excess of sediment", determining sediment deficits todowndrift beaches as a result of engineering works at navigational entrances,evaluating the performance of a beach nourishment project, inferring thedistribution of longshore sediment transport across the surf zone, etc.This chapter reviews briefly the governing equations for sediment budgetcalculations, considers various measurement and other bases for determiningthe sediment flux components necessary to apply the sediment budget conceptand finally for illustration purposes, applies the sediment budget concept toseveral examples. (PDF contains 52 pages.)
    Description: PUBLISHED IN DYNAMICS OF SAND BEACHES, INTERNATIONAL CONFERENCE ON COASTAL ENGINEERING (ICCE) 20th TAIPEL, R.O.C. NOV., 1986.
    Keywords: Oceanography ; Engineering ; Sediment transport ; modeling
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    Coastal and Oceanographic Engineering Department, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1477 | 3 | 2011-09-29 20:30:26 | 1477 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-07-08
    Description: The effects of potential sea level rise on the shoreline and shore environmenthave been briefly examined by considering the interactions between sea level rise andrelevant coastal processes. These interactions have been reviewed beginning with adiscussion of the need to reanalyze previous estimates of eustatic sea level rise andcompaction effects in water level measurement. This is followed by considerations onsea level effects on coastal and estuarine tidal ranges, storm surge and water levelresponse, and interaction with natural and constructed shoreline features. Thedesirability to reevaluate the well known Bruun Rule for estimating shoreline recessionhas been noted. The mechanics of ground and surface water intrusion with reference tosea level rise are then reviewed. This is followed by sedimentary processes in theestuaries including wetland response. Finally comments are included on some probableeffects of sea level rise on coastal ecosystems.These interactions are complex and lead to shoreline evolution (under a sea levelrise) which is highly site-specific. Models which determine shoreline change on thebasis of inundation of terrestrial topography without considering relevant coastalprocesses are likely to lead to erroneous shoreline scenarios, particularly where theshoreline is composed of erodible sedimentary material.With some exceptions, present day knowledge of shoreline response to hydrodynamicforcing is inadequate for long-term quantitative predictions. A series of interrelatedbasic and applied research issues must be addressed in the coming decades todetermine shoreline response to sea level change with an acceptable degree ofconfidence. (PDF contains 189 pages.)
    Description: Sponsor Oak Ridge National Laboratory P.O. Box X Oak Ridge, TN 37831
    Keywords: Oceanography ; Coastal ecosystems ; Coastal processes ; Sea level rise ; Estuarine sedimentation ; Coasts
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    Coastal and Oceanographic Engineering Department, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1471 | 3 | 2011-09-29 20:31:48 | 1471 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-07-08
    Description: A fixed-bed hydraulic model of Jupiter Inlet, Florida, wasconstructed for the purpose of testing measures designed to remedyproblems of sediment erosion and deposition in the inlet area. Bothtide-induced flows as well as waves were simulated in the model whichwas built on an undistorted scale of 1:49. Model verification was basedon prototype measurements of waves, tides and currents. Results havebeen interpreted in terms of the influence of various proposed remedialschemes on flow velocity magnitude, distribution and wave height atvarious locations within the study area. A stability parameter has beenutilized for evaluating the degree of sediment erosion or deposition ata given location.Various structural solutions were examined in the model. It isproposed that, in the initial phase of solution implementation, sedimentremoval/nourishment methods be used primarily to mitigate the existingproblems. New structures, as per model test results, should beinstalled under subsequent phases, only if sediment managementprocedures do not prove to be adequate. The currently followedprocedure of periodic sand trap dredging may be extended to include thenew dredging/nourishment requirements. (PDF contains 245 pages.)
    Description: Submitted to: Jupiter Inlet District and Palm Beach County
    Keywords: Oceanography ; Engineering ; Hydraulic model ; Inlet hydraulics ; tidal inlets ; Jupiter Inlet ; Sedimentation ; Florida
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    Coastal and Oceanographic Engineering Department, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1473 | 3 | 2011-09-29 20:31:16 | 1473 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-07-08
    Description: A summary is presented of research conducted on beach erosion associated withextreme storms and sea level rise. These results were developed by the author andgraduate students under sponsorship of the University of Delaware Sea Grant Program.Various shoreline response problems of engineering interest are examined. Thebasis for the approach is a monotonic equilibrium profile of the form h = Ax2 /3 inwhich h is water depth at a distance x from the shoreline and A is a scale parameterdepending primarily on sediment characteristics and secondarily on wavecharacteristics. This form is shown to be consistent with uniform wave energydissipation per unit volume. The dependency of A on sediment size is quantifiedthrough laboratory and field data. Quasi-static beach response is examined torepresent the effect of sea level rise. Cases considered include natural and seawalledprofiles.To represent response to storms of realistic durations, a model is proposed inwhich the offshore transport is proportional to the "excess" energy dissipation perunit volume. The single rate constant in this model was evaluated based on largescale wave tank tests and confirmed with Hurricane Eloise pre- and post-stormsurveys. It is shown that most hurricanes only cause 10% to 25% of the erosionpotential associated with the peak storm tide and wave conditions. Additionalapplications include profile response employing a fairly realistic breaking model inwhich longshore bars are formed and long-term (500 years) Monte Carlo simulationincluding the contributions due to sea level rise and random storm occurrences. (PDF has 67 pages.)
    Keywords: Atmospheric Sciences ; Oceanography ; Beach erosion ; Storms ; Sea level rise ; Modeling
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    Coastal and Oceanographic Engineering Department, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1478 | 3 | 2011-09-29 20:30:35 | 1478 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-07-08
    Description: This study presents the third post-nourishment survey (January 1989) results forthe Sand Key Phase II beach nourishment project carried out in June, 1988. Themonitoring program to this beach nourishment project is a joint effort betweenthe University of South Florida and University of Florida. The field surveysinclude a total of 26 profiles, encompassing approximately 3 miles of shorelineextending from DNR R-96 to R-1ll. The total calculated volume loss of sand inthe nourished segment (from R-99G to R-107) between the July 88 and January 89surveys is 51,113 cubic yards, which is a loss about 9.7 percent of 529,150 cubicyards actually placed in the nourishment project. The total loss of sand computedin the entire survey area is 26,796 cubic yards, which is only 5.1 percent of thesand placed in the nourishment project. It is stressed that a part of these netvolume reductions is due to the background erosion and not due to spreading lossesinduced by the nourishment project. (PDF contains 168 pages.)
    Description: Prepared for: Pinellas County and Division of Beaches and Shores Florida Department of Natural Resources
    Keywords: Management ; Conservation ; Oceanography ; Sand Key ; Florida ; Beach nourishment ; North Redington Beach
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    University of Florida. Department of Coastal and Oceanographic Engineering | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/493 | 3 | 2020-08-24 03:01:09 | 493 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: Covers the engineering aspects of beach nourishment.(Document is 192 pages)
    Keywords: Oceanography ; Engineering ; Beach nourishment ; Florida
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    University of Florida. Department of Coastal and Oceanographic Engineering | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/496 | 3 | 2020-08-24 03:02:24 | 496 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: This report presents the results of laboratory studies which were carried out in the Coastaland Oceanographical Engineering Laboratory to investigate the effects of ground water tableelevations on the beach profile changes over the swash zone. The experiment was conducted atthree different water table levels while the other experimental conditions were fixed to constantvalues with regular waves. The water table levels included (1) normal water table level whichis the same as mean sea level, (2) a higher level and (3) a lower level than the mean sealevel. Special attention was given to the higher water level to investigate whether this levelenhances erosion of the beach face and also to methods of interpreting the experimental data.The experiment described herein was carried out with a fairly fine sand and has demonstratedthe significance of beach water table on profile dynamics. The increased water table levelcaused distinct effects in three definite zones. First, erosion occurred at the base of the beachface and the sand eroded was carried up and deposited on the upper portion of the beachface. Secondly, the bar trough deepened considerably and rapidly and the eroded sand wasdeposited immediately landward. This depositional area changed from mildly erosional tostrongly depositional. Third, the area seaward of the bar eroded with a substantial deepening.The lowered water table appeared to result in a much more stable beach and the resultingeffects were much less. The only noticeable trend was a limited deposition in the scour area atthe base of the beach face. (Document has 37 pages.)
    Keywords: Oceanography ; Limnology ; Engineering ; Earth Sciences ; Beach erosion ; ground water
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    University of Florida. Department of Coastal and Oceanographic Engineering | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/495 | 3 | 2020-08-24 03:01:50 | 495 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: The focus of this study was the flow patterns of a flood tide near an inlet. The objectiveswere to examine flood flow patterns with particular reference to non-uniform or selectivewithdrawal as influenced by bottom topography and longshore currents, and to test theapplicability of conceptually simple analytic solutions to realistic sandy inlet bottom topographies,which often include an ebb shoal. Specifically, the applicability of three analytic solutions, twoof which include offshore selective withdrawal, to modeling of tidal water withdrawal duringflood tide under variable bottom topography and varying ratios of longshore current to inletvelocity, was examined. The three analytic solutions, including those for a horizontal (flat)bottom, a linearly sloping bottom and a logarithmically sloping bottom, together with a uniformlongshore current, were derived using potential flow theory. These solutions exhibit uniformlydistributed flows, selective offshore withdrawal, or an exaggerated offshore withdrawal,respectively, depending on the bottom slope. In order to investigate the flow patterns that exist during flood flow at a real inlet, experiments were conducted in a fixed bed hydrodynamic modelof Jupiter Inlet, Florida. Measurements were made to determine streamlines and velocities. Afield study at the prototype also tracked drogue patterns to determine streamlines and velocities.The physical model tests compared well with the field data. Comparison of thelaboratory and field data was then made to the analytic solutions to determine whether thetopography at Jupiter Inlet, which includes a well-developed ebb shoal, simulates a flat, meanlinearly or logarithmically sloping bottom. By comparing velocities at six selected points, asignificant relationship between the physical model and field data to the flat bottom analyticsolution was evident. The physical model tests and field data suggested that the flood tidal prismwas drawn from the region predominantly shoreward of the ebb shoal, thus implying a nearshoreselective withdrawal. Because the flood tidal prism was drawn from the nearshore, the flowpatterns at Jupiter Inlet did not resemble the analytic solutions of a linearly or logarithmicallysloping bottom, even though over a relatively long distance offshore, the bottom topography doesslope offshore at this inlet. In general, different inlet topographies would lend themselves todifferent analytic solutions, two examples being 1) the linearly sloping bottom of Koombana BayInlet, Australia, which shows an offshore selective withdrawal and 2) the basin-like nearfieldtopography of Jupiter Inlet which shows a more uniform nearshore withdrawal. The implicationsof this study are relevant to inlet management issues such as the mining of an ebb shoal for useas a source of beach sediment and changes in larval transport patterns due to jetty modifications. (Document has 97 pages.)
    Description: Thesis, M.S., Engineering
    Keywords: Oceanography ; Engineering ; Tidal inlets ; Jupiter Island ; Florida
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    University of Florida, Department of Coastal and Oceanographic Engineering | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1069 | 3 | 2011-09-29 21:11:07 | 1069 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-07-05
    Description: To predict the hydrodynamics of lakes, estuaries and shallow seas, a two 'dimensionalnumerical model is developed using the method of fractional steps. Thegoverning equations, i.e., the vertically integrated Navier-Stokes equations of fluidmotion, are solved through three steps: advection, diffusion and propagation. Thecharacteristics method is used to solve the advection, the alternating direction implicitmethod is applied to compute the diffusion, and the conjugate gradient iterativemethod is employed to calculate the propagation. Two ways to simulatethe moving boundary problem are studied. The first method is based on the weirformulation. The second method is based on the assumption that a thin water layerexists over the entire dry region at all times. A number of analytical solutions areused to validate the model. The model is also applied to simulate the wind drivencirculation in Lake Okeechobee, Florida.(135 page document)
    Keywords: Oceanography ; Limnology ; Engineering ; hydrodynamics ; simulations ; lakes ; estuaries ; Lake Okeechobee ; Florida ; thesis
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    Coastal and Oceanographic Engineering Department, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1475 | 3 | 2011-09-29 20:31:06 | 1475 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-07-08
    Description: Inlets which require frequent channel dredging due to gradual shoaling,exhibit migration, or shoal up during storms, are in general unstable andpose a problem to the engineer. This problem of inlet stability is a complexone, because of the rather large number of variables that go into definingstability. The reference here is to inlets on sandy coasts only, becausethe absence of sand or similar sedimentary material the problem does notarise. Shell is also found in varying proportions with sand. Some of thisis. new, whereas in some areas it is ancient reworked material whose sizedistribution is close to that of the sand with which it is associated. (PDF has 24 pages.)
    Keywords: Oceanography ; Engineering ; Tidal inlets
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    Florida Sea Grant College Program | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1854 | 3 | 2021-02-27 20:11:33 | 1854 | Florida Sea Grant College Program
    Publication Date: 2021-07-10
    Description: (PDF has 2 pages.)
    Keywords: Management ; Oceanography ; Aquaculture ; Biology ; commercial sponges ; Florida
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    Florida Sea Grant College Program | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/285 | 3 | 2011-09-29 22:17:11 | 285 | Florida Sea Grant College Program
    Publication Date: 2021-06-28
    Description: The level of activity and interest in “marine biotechnology” among Florida universityfaculty and allied laboratory scientists is reported in this document. The information will beused to (1) promote networking and collaboration in research and education, (2) informindustry of possible academic partners, (3) identify contacts interested in potential new sourcesof funding, and (4) assist development of funding for a statewide marine biotechnologyresearch, training and development program.This document is the first of its kind. Institutions of higher learning were given theopportunity to contribute both an overview of campus capabilities and individual facultyExpressions of Scientific Interest. They are listed in the table of contents. (104pp.)
    Description: Office of Sea Grant, National Oceanic and Atmospheric Administration
    Keywords: Oceanography ; Biology ; Engineering
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    University of Florida. Department of Coastal and Oceanographic Engineering | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/492 | 3 | 2020-08-24 03:00:51 | 492 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: With the rapid growth and development of barrier islands, understanding the long-termstability of these islands is an integral part of future coastal planning. The overwash process isthe largest influence on the long-term stability of these islands and thus a correspondingunderstanding is of major importance. A laboratory experiment was undertaken to physicallymodel the wave and current forcing as they pertain to the overwash process. The physical modelwas subjected to various storm conditions common to the occurrence of the overwash.Combinations of wave height, wave period, and overwash depth were tested in an attempt toisolate the significant parameters. Water surface gradients were also applied to observe theirinfluence on the overwash process. Wave height, current, and bed profile measurements weretaken at different locations throughout the tank. In addition, wave height transformationmodeling and mean current prediction were performed and compared to the laboratory results inan attempt to model the overwash process through computer simulations. (Document has 132 pages)
    Description: Thesis, M.S. Engineering
    Keywords: Oceanography ; Engineering ; Barrier islands ; storms ; overwash
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/497 | 3 | 2020-08-24 03:02:42 | 497 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: The mechanism by which fluid mud is formed by water wave motion over coastal andestuarine cohesive soil beds is of evident interest in understanding and interpreting themicrofabric of flow-deposited fine sediments in shallow waters, and hence the erodibilityof muddy beds due to hydrodynamic forcing. This study investigated water wave-inducedfluidization of cohesive soil beds composed of a 50/50 (by weight) mixture of a commercialattapulgite and a kaolinite in a laboratory flume. Temporal and spatial changes of theeffective stress were measured during the course of wave action, and from these changesthe bed fluidization rate was calculated. A previously developed hydrodynamic wave-mudinteraction model of the two-layered water-mud system was employed to study the natureand the degree of wave dissipation, in terms of energy dissipation rate, during the bed fluidizationprocess. By evaluating the mud rheological properties separately, a mud viscositymodel was developed, which was then used in conjunction with the wave-mud interactionmodel to obtain an effective sheared thickness of the bed resulting from wave action. Thisthickness, considered to be a representative of the fluidized mud thickness, was comparedwith the latter obtained from pressure measurements. Also, through this wave-mud modelthe relationship between the rate of fluidization and the rate of wave energy dissipationduring fluidization was examined. In general, for a given wave frequency, a larger wave fluidized the bed at a faster rateand to a greater depth than a smaller one. Furthermore, increased bed consolidation timedecreased the rate of fluidization due to increased mud rigidity. The rate of bed fluidizationwas typically greater at the beginning of wave action and decreased with time. Eventuallythis rate approached zero, while in some cases the wave energy dissipation rate approached aconstant value, which increased with wave height. As the fluidization rate approached zero,there appeared to occur an equilibrium value of the bed elevation, and hence a fluid mudthickness, for a given wave condition. During the fluidization process the bed apparentlylost its structural integrity by loss of the effective stress through a build-up of the excesspore water pressure. After wave action ceased, the bed structure exhibited recovery bydissipation of the excess pore water pressure.Further studies will be required in which the hydrodynamic model must be improved viaa more realistic description of mud rheology and relaxation of the shallow water assumption,and better pressure data must be obtained than in the present study. Nevertheless, thisinvestigation has been instructive in demonstrating relationships between the degree of mudfluidization, wave energy dissipation and bed consolidation time, and thus offers insight intoan important mechanism by which coastal and estuarine muds are eroded by wave action. (Document has125 pages.)
    Description: Thesis, M.S., Engineering
    Keywords: Oceanography ; Engineering ; Earth Sciences ; Muds ; Rheology ; Waves
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    University of Florida. Department of Coastal and Oceanographic Engineering | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/494 | 3 | 2020-08-24 03:01:30 | 494 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: In this final report on the investigation of the potentialities of improvedcoastal engineering management of Jupiter Inlet, Florida, three management-guidingissues were considered: better control of the erosion of the south beach, betternavigation access and safety, and better control (reduction) of sediment influx into theinlet channel and upstream points in the Loxahatchee River estuary. The first twoissues have been particularly outstanding, due to persistent concern for the inherentdeficiencies in the protocol for sand pumping and placement on the beach that tends toerode away rapidly, and the concern for conditions for navigation of vessels in theproximity of the inlet in open waters. With regard to the third issue, despite thereasonably successful ongoing program to pump sand out of the borrow areas within theinlet channel, other areas such as some of the marinas in the inlet area, as well as theregion of the Loxahatchee River west of the Florida East Coast Railroad bridge, havebeen experiencing slow but persistent sedimentation.Contingent upon a series of coastal and environmental engineering investigations,a range of engineering actions that could mitigate erosion, navigation and sedimentationproblems were considered. Based on the physical and ecological impacts that would becaused by these actions, two sets of action options that have net beneficial impacts dueto action implementation have been proposed. The first is a set of interdependentaction options that must be instituted inherently in a time-wise phased manner. Thesecond is a set of independent action options which can be instituted as and when desired. For determining the overall feasibility of any action option, it will benecessary to weigh the technical benefits against costs, which are provided. It shouldbe emphasized however that, considering the overwhelmingly observational nature ofcoastal science, the estimates of potential benefits are essentially and inherentlysubjective, and the costs very approximate, especially in cases where the desiredtechnology is in the "bench" stage. (Document has 231 pages)
    Description: 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.
    Keywords: Management ; Oceanography ; Engineering ; Beach erosion ; Inlet management ; Jupiter Inlet ; Loxahatchee River ; Tidal entrances ; Florida
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/543 | 3 | 2020-08-24 03:06:11 | 543 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: This thesis examines the historical shoreline response to inlet modifications and sealevel rise. Inlet modifications are considered to be the geographic stabilization and training(through the use of structures) of natural inlets and the creation and further modification ofartificial inlets. Shoreline response to natural and artificial processes must be understood inorder to predict the performance of the coastline. The tendency for creating and modifyinginlets increases as industry and population growth demands. Sea level rise is a natural processwhich cannot be controlled at this time. Current theoretical approaches to predictingshoreline response indicate that sea level rise and inlet modifications can cause substantialshoreline impact. Florida, with roughly a century of shoreline position and relative sea leveldata, provides a basis for examining past trends and comparing them with theory.The shoreline of Florida was found to be accreting with the greatest accretion alongthe east coast. Shoreline responses within the boundaries of the erosional influence of inletsdue to their creation and/or modification were examined for 19 inlets around the coast ofFlorida. The differences in the shoreline response before and after the initial modification ofeach inlet show the erosional strain that inlets apply on the nearby shoreline. The effect onshoreline response due to the human intervention (unnatural processes) of modifying inletswas isolated and examined. The shoreline response due to this "human intervention" was erosional, thereby showing the negative impact that modified inlets have on shorelines. Thisinduced erosion is responsible for the loss of roughly 21.6 million cubic yards of sand from theshoreline that is within the erosional influence of Florida's east coast inlets. Combining theshoreline changes due only to natural processes with sea level rise data allows for comparisonwith the commonly accepted Bruun Rule for shoreline response as a result of a changingsea level. This comparison and the effects of including a lag time between a rise in sea leveland a change in shoreline along the east coast of Florida during the last century show noagreement with the Bruun Rule and no correlation with a specific lag time. (153 pp.)
    Description: College of Engineering, M.S. Thesis
    Keywords: Oceanography ; Engineering ; Planning ; Sea level rise ; Inlets ; Florida
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    Florida Sea Grant College Program | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1853 | 3 | 2011-09-29 19:59:28 | 1853 | Florida Sea Grant College Program
    Publication Date: 2021-07-10
    Description: Increased boating activities and new waterfront developments have contributed anestimated 3,000 dismantled, abandoned, junked, wrecked, derelict vessels to Floridacoastal waters. This report outlines a method of siting and prioritizing derelict vesselremoval using the Florida Keys as a test area. The data base was information on 240vessels, obtained from Florida Marine Patrol files. Vessel location was plotted on 1:250,000regional and 1:5,000 and 1:12,000 site maps. Type of vessel, length, hull material, engine,fuel tanks, overall condition, afloat and submerged characteristics, and accessibility, wereused to derive parametric site indices of removal priority and removal difficulty.Results indicate 59 top priority cases which should be the focus of immediate cleanup efforts in the Florida Keys. Half of these cases are rated low to moderate in removaldifficulty; the remainder are difficult to remove. Removal difficulty is a surrogate forremoval cost: low difficulty -low cost, high difficulty - high cost. The rating scheme offerscoastal planners options of focusing removal operations either on (1) specific areas withclusters of high priority derelict vessels or on (2) selected targeted derelicts at various,specific locations. (PDF has 59 pages.)
    Description: FLSGP-T-89-003 C2
    Keywords: Management ; Oceanography ; derelict vessels ; Florida Keys
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    Florida Sea Grant College Program | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/2549 | 3 | 2011-09-29 18:52:17 | 2549 | Florida Sea Grant College Program
    Publication Date: 2021-06-25
    Description: Florida Sea Grant management and extension specialists developed a questionnaire to solicitinformation regarding the recipient’s county of residence, occupation, and primary coastalactivities. Survey recipients were also asked to select from a list the top five marine-relatedtopics that defined prior strategic plan themes (i.e., marine bio-technology, fisheries, aquaculture,seafood safety, coastal communities, ecosystem health, coastal hazards, and marine education).In addition, questionnaire recipients were asked to evaluate (on a scale of one to five) theimportance of a series of listed outcomes that characterize priority planning themes. Last, surveyrecipients identified up to three priority themes and outcomes that they felt were particularlyimportant and in need of resolution. (PDF contains 36 pages.)
    Keywords: Conservation ; Oceanography ; Planning ; coastal issues ; Florida
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