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  • 1
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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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  • 2
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    Institute of Oceanology, Havana, Cuba | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/417 | 3 | 2020-08-24 02:47:45 | 417 | Florida Sea Grant College Program
    Publication Date: 2021-06-29
    Description: A brief analysis of the bsics of artificial reefs as well as the methods and techniques in use are provided. The need for clear objectives and the design of artificial reefs for long-term goals is emphasized. Several principles are established. First, artificial reefs must target the enhancement of biological and fishery production of the Cuban shelf. This principle introduces major changes in current concepts, which are bsed exclusively on the increase of catch per unit effort. Second, an adequate balance between fishing effort, refuge capacity, food availability and fish recruitment must be established. Therefore, the use of artificial reefs siwth many cavities as habitats for algae, invertebreates and fishes, in place of artificial reefs exclusively employed as fish aggregators, is discussed. A methodology for a national development program, including the materials, structures, reef configurations, quantities, and distributions is proposed. As a result of examinations of habitats on the four sections of the Cubman shelf, an area of 12,500 sq.km. is defined as adequate for artificial reefs and isolated refuges. Eight-hundred and fifty reefs, each one formed by 200 refuges, are proposed. The use of artificial reefs for recreational fisheries is recommended for Cuba.(English & Spanish editions, 46 pgs in each edition; full text searching unavailable)
    Description: Translated by Georgina Bustamante and Keyon Lindeman.
    Keywords: Fisheries ; Biology ; Engineering ; Cuban shelf ; fisheries ; artifical reefs ; Cuba ; habitats artificiales ; plataforma cubana
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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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  • 4
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/535 | 3 | 2020-08-24 03:04:05 | 535 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: This report presents results of field measurements and numerical modeling of thehydrodynamic and sedimentary behaviors at a boat lock located in Section 15, BurntStore Isles of Punta Gorda, Florida. The purpose of the study is to establish thequantities of tidal flows through the lock in comparison with the flows bypassing thelock through other outlets between Section 15 and the Alligator Creek. The amountof sediment and pollutant transporting through the lock are also estimated in thestudy. (Document has 68 pages.)
    Keywords: Engineering ; Environment ; Punta Gorda ; Florida ; canals ; Alligator Creek ; Flow exchange ; Boat lock ; Pollutant transport
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  • 5
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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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  • 7
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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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  • 8
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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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  • 9
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/542 | 3 | 2020-08-24 03:05:43 | 542 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: This report presents results of field measurements and numerical modeling of thehydrodynamic and sedimentary behaviors at a boat lock located in Section 15, BurntStore Isles of Punta Gorda, Florida. The purpose of the study is to establish thequantities of tidal flows through the lock in comparison with the flows bypassing thelock through other outlets between Section 15 and the Alligator Creek. The amountof sediment and pollutant transporting through the lock are also estimated in thestudy. (68 pp.)
    Description: Prepared for City of Punta Gorda, Florida
    Keywords: Engineering ; Boat lock ; flow exchange ; pollutant transport ; Punta Gorda ; Florida
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  • 10
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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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  • 11
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    Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1071 | 3 | 2011-09-29 21:11:25 | 1071 | Florida Cooperative Fish and Wildlife Research Unit
    Publication Date: 2021-07-05
    Description: We present a new modeling method for use in large-scale physical systems, such as the Everglades ecosystem.The current work that has been done in the ATLSS (Across-Trophic-Level System Simulation) project-whichfocuses on simulating key Everglades system components-relies on code integration. While this represents anecessary first step in analyzing the dynamics of species within the Everglades, it falls short of true modelintegration. We have constructed a methodology called object-oriented physical modeling (OOPM), which allowsa comprehensive knowledge representation to be constructedfor large-scale systems. OOPM enforces theidea that an implementation ofcomputer code can be accomplished in an incremental fashion by starting with aconceptual model and progressing to more detailed models. During this evolutionary procedure, a minimal amountof code is written, since the emphasis is on developing the conceptual model so that it not only represents theintuitive aspects ofthe model, but is also executable. OOPM provides a kind of "blueprint" for ecologists, biologistsand hydrologists to communicate and integrate models effectively. (14 page document)
    Keywords: Conservation ; Management ; Engineering ; Limnology ; Everglades ; Florida ; ecosystem ; modeling ; ATLSS (Across-Trophic-Level System Simulation) ; restoration
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  • 12
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    Florida Cooperative Fish and Wildlife Research Unit, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1132 | 3 | 2011-09-29 21:05:45 | 1132 | Florida Cooperative Fish and Wildlife Research Unit
    Publication Date: 2021-07-05
    Description: We evaluated the use of strip-transect survey methods for manatees through aseries of replicate aerial surveys in the Banana River, Brevard County, Florida, duringsummer 1993 and summer 1994. Transect methods sample a representative portion ofthe total study area, thus allowing for statistical extrapolation to the total area. Otheradvantages of transect methods are less flight time and less cost than total coverage, easeof navigation, and reduced likelihood of double-counting.Our objectives were: (1) to identify visibility biases associated with the transectsurvey method and to adjust the counts accordingly; (2) to derive a population estimatewith known variance for the Banana River during summer; and (3) to evaluate thepotential value of this survey method for monitoring trends in manatee population sizeover time. (51 page document)
    Description: Research Work Order no. 116
    Description: FINAL REPORT to the U.S. Department of the Interior National Biological Service (RWO-116: Aerial Survey objective)
    Keywords: Biology ; Engineering ; Banana River ; Brevard County ; Florida ; manatee ; Trichechus manatus ; aerial surveys
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  • 13
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    Florida Sea Grant College Program | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/2063 | 3 | 2011-09-29 19:45:01 | 2063 | Florida Sea Grant College Program
    Publication Date: 2021-07-11
    Description: The following discussion presents information on human-made reefs and their role--as one tool of many--in the management of both fisheries and habitat. Principal subjects covered in this paper include a definition of marine habitat improvement and determination of its attainment, the present applications of reef construction technology to environmental situations both generally and in three case-studies, and suggested desirable attributes for incorporation into future use of this technology. (PDF has 11 pages.)
    Description: Authors’ note: This document was the basis for a keynote presentation at the 2004 World Fisheries Congress, in a session on Marine Fisheries Habitat Improvement. Several of the slides shown there are included here, without captions.
    Keywords: Management ; Fisheries ; Engineering ; Environment ; artificial reefs ; Florida ; habitat improvement
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  • 14
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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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  • 15
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/469 | 3 | 2020-08-24 03:07:24 | 469 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-29
    Description: Current plant canopy wind flow models require three aerodynamic parametersto predict the effects of wind on sand transport--the plant drag coefficient, Cd, the leafarea density profile, LAD, and the turbulent eddy transfer coefficient, 6,. The LADand Cd characterize the plant canopy and its effects on air flow and, prior to thisstudy, data on these parameters for dune vegetation did not exist. The purpose of thisstudy was to design and test a methodology for measuring the wind drag coefficient ofcoastal dune plants. The objectives were 1) to measure and record the parametersneeded to calculate Cd, namely, the force, relative velocity and air temperature; 2) tomeasure the leaf area density of sea-oats; 3) to validate the method by measuring thequantities needed to compute the drag coefficient for a right circular data exists; and 4) to explore the Reynolds number dependence of the canopy dragcoefficient. (This document has 76 pages.)
    Description: Masters
    Description: UFL/COEL/92/017
    Keywords: Engineering ; Environment ; sea oats ; Uniola paniculata ; aerodynamic drag ; winds ; coastal vegetation
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    Type: thesis
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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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  • 17
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    University of Florida, Department of Fisheries and Aquatic Sciences | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/416 | 3 | 2011-09-29 22:05:32 | 416 | Florida Sea Grant College Program
    Publication Date: 2021-06-29
    Description: This bulletin describes artificial reef monitoring programs in Florida. At least half thenation’s human-made marine reefs are estimated to be in Florida waters and high interestexists statewide among fishing, diving, governmental, economic and other stakeholders in theperformance of these structures and the habitats that they create. Further, the level andbreadth of activity in Florida makes it a bellwether, nationally and worldwide, for interestsconcerned with aquatic science, ecosystem management and environmental technology forhabitat restoration or creation.Recent developments in Florida have prompted increased interest and effort in “monitoring”of reefs. These include extensive studies and disseminating results by the academicresearch community and the advent of governmental funding for monitoring projects in Floridacounties. In response, this study was undertaken to gauge this growing field. Assessment of reefperformance—including evaluation of how well they meet objectives for which they werecreated—has been a neglected subject in many areas of the world. More immediate issues ofreef materials selection, siting and deployment usually take precedence in the short-term.A principal readership for this paper is the network of county-level organizations andindividuals whose largely independent efforts, taken as a composite, make up much of theFlorida reef “program.” Information presented here describes the extent and nature of reefmonitoring in Florida counties, how data are managed and aspects of communication aboutreefs. (16pp.)
    Description: National Oceanic and Atmospheric Administration, U.S. Department of Commerce
    Description: NOAA Grant No. NA16RG-2195
    Keywords: Ecology ; Fisheries ; Engineering ; Florida ; artificial reefs ; monitoring
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    University of West Florida, Biology Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/35 | 3 | 2020-08-24 02:36:56 | 35 | Florida Sea Grant College Program
    Publication Date: 2021-06-25
    Description: There is a critical need for accurate data in order to make decisions regarding the construction, emplacement, and further development of artificial reefs in the State of Florida.This study looked a biotic and abiotic parameters of articifial reefs. A data matrix listing reefs on the vertical axis and the associated biotic and a biotic data or attributes available from published and non-pub1ished sources on the horizontal axis created: 1) a compilation of what data were available; 2) an indication of the completeness and extensiveness of the data; 3) a summary of the descriptive statistics of the data; 4) a preliminaryanalysis of the relationship among the biotic and abiotic parameters through correlation analysis; 5) some preliminary modeling of the artificial reefs to form the basis of prediction through stepwise and multiple linearregression analysis. (29pp.)
    Keywords: Ecology ; Engineering ; Environment ; artificial reefs ; Florida ; ecology
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  • 19
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    University of Florida, Department of Agricultural Engineering | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/39 | 3 | 2021-02-27 20:05:00 | 39 | Florida Sea Grant College Program
    Publication Date: 2021-06-25
    Description: Vacuum-packed Yellowfin tuna steaks were individually frozen in either liquid Freon or in an air storage freezer, and evaluated for keeping quality after 1, 3, and 6 months of frozen storage (-27OC). The resulting freezing rates were used to project the economic feasibility of a small scale commercial processing plant. Regardless of freezing method the vacuum-packed steaks demonstrated keeping quality comparable to fresh control samples handled as in normal distribution channels. The estimated cost to manufacture allowed sufficient profit at competitive selling prices to generate a rate of return of 132%. This would pay back the estimated cost of plant and equipment in less than one 6-month season of operation at full capacity (16pp.)
    Description: IR-84-18
    Keywords: Health ; Fisheries ; Engineering ; food economics ; Yellowfin tuna
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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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    University of Florida Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/128 | 3 | 2020-08-24 02:54:16 | 128 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-26
    Description: The purpose of this report is to develop and illustrate with examples readily appliedmethodologies for calculating the response of shorelines in the vicinity of beach nourishmentprojects. The need for such methodology is a result of Florida Statutes 161.053(G) and Rule16B-33.024(3)(e) which require, with minor exceptions, coastal structures to be locatedlandward of a thirty- year projection of the Seasonal High Water Shoreline (SHWL). (163pp.)
    Description: Prepared for: Division of Beaches and Shores Florida Department of Natural Resources 3900 Commonwealth Boulevard Tallahassee, FL 32399
    Keywords: Engineering ; Environment ; beach nourishment ; Florida
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    University of Florida, Florida Sea Grant College | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/129 | 3 | 2021-02-27 20:09:37 | 129 | Florida Sea Grant College Program
    Publication Date: 2021-06-26
    Description: Seawall design on the open coast is an often overlooked problem inthe State of Florida as well as other areas of the South Atlantic and GulfCoasts. Escoffier [1] mentions numerous seawall failures and improperdesign considerations along the Mississippi Gulf Coast which were exposedby hurricanes after the seawalls were built. It is hoped that this bulletin, along with Reference 3, will provide agood starting place for those involved in technical design and constructionsupervision aspects of seawalls.
    Keywords: Engineering ; Sea-walls ; Shore protections ; Coastal engineering
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    University of Florida Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/127 | 3 | 2020-08-24 02:53:49 | 127 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-26
    Description: The critical need to predict the turbidity in water due to fine-grained sediment suspensionunder wave action over mud deposits for sedimentation and erosion studies, as well assorbed contaminant transport, is well known. Since fall velocities of fine sediment particlesare very small, they can be easily transported by hydrodynamic flows such as waves andcurrents. The presence of these particles in the water column affects accoustic transmission,heat absorption and depth of the eutrophic zone (Luettich et al., 1989). Because these sedimentsalso have a strong affinity for sorbing nutrients and toxic chemicals, sediments whichhave been deposited on the bottom may function as a source of contaminants to the watercolumn if they are disturbed by eroding forces resulting, for instance, from wave action. Anoutstanding example of a water body for these problems is Lake Okeechobee, the largestshallow lake in Florida. This lake shows typical signs of artificial eutrophication mainly dueto increased phosphorus loading associated with the surrounding region. Resuspension of sediment at the bottom of Lake Okeechobee composed of fine-grainedmaterial has been examined. A sediment transport model was used to simulate likelytrends in the evolution of the vertical suspended sediment concentration profile resultingfrom wave action, and the corresponding eroded bed depth was calculated through massbalance. Requisite information on characteristic parameters and relationships related tofine sediment erodibility were derived from field sampling of bottom sediment in the lake,and through laboratory experiments using this sediment and lake water. (161pp.)
    Description: South Florida Water Management District
    Keywords: Engineering ; Limnology ; Environment ; Chemistry ; Erosion ; Fine sediment ; Lake mud ; Lake Okeechobee
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    Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/125 | 3 | 2020-08-24 02:53:23 | 125 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-26
    Description: A brief summary review for each of the 19 inlets on Florida's East Coast is presented including:a scaled aerial photograph, brief historical information, several itemsrelated to sediment losses at each inlet and special characteristics relevantto State responsibilities. For each inlet the above information is utilized to develop a recommended action, usually in the form of periodic sand transferquantities. (PDF contains 67 pages)
    Description: Division of Beaches and Shores, Department of Natural Resource, State of Florida
    Keywords: Conservation ; Engineering ; Florida ; inlets ; St. Marys Entrance ; Nassau Sound ; Ft. George Inlet ; St. Johns River Entrance ; St. Augustine Inlet ; Matanzas Inlet ; Ponce De Leon Inlet ; Port Canaveral Entrance ; Sebastian Inlet ; Ft. Pierce Inlet ; St. Lucie Inlet ; Jupiter Inlet ; Lake Worth Inlet ; South Lake Worth Inlet ; Boca Raton Inlet ; Hillsboro Inlet ; Port Everglades Entrance ; Baker's Haulover Inlet ; Government Cut (Miami Harbor) ; management
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    University of Florida Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/165 | 3 | 2020-08-24 02:54:43 | 165 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-26
    Description: A method is presented and illustrated with examples to establishappropriate storm damage reduction and recreational benefits frombeach nourishment projects. Unlike previous methods, benefits toproject adjacent areas are recognized due to sand transport out of theproject area and deposition on adjacent beaches. (31pp.)
    Keywords: Engineering ; Environment ; Beach nourishment ; Damage reduction ; Nourishment benefits ; Recreational benefits ; Storm damage
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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/178 | 3 | 2020-08-24 02:55:06 | 178 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-26
    Description: This study has evaluated the volumes of beach quality material availablefrom the dredging planned for the deepening of the Pensacola Bay EntranceChannel. Recommendations have been made for volumes and configurations ofplacement on portions of the Perdido Key Unit of Gulf Islands National Seashore. (52pp.)
    Description: National Park Service
    Description: Prepared For: National Park Service 75 Spring Street, SW Atlanta, GA 30303
    Keywords: Engineering ; Environment ; Pensacola Bay Entrance Channel ; beach nourishment ; Perdido Key ; Gulf Islands National Seashore ; Florida ; sediment transport
    Repository Name: AquaDocs
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    University of Florida Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/212 | 3 | 2020-08-24 02:56:19 | 212 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-27
    Description: This study was carried out to examine the effects of seawalls on the adjacentbeach by three dimensional model test. The results obtained from model test wereanalyzed in terms of volumetric changes and shoreline and hydrographic change toquantify the effects of seawalls.The experiments were carried out in the wave basin of Coastal and OceanographicEngineering department, University of Florida. A model seawall was installedon the test beach (19mxl4m) which was initially molded into equilibriumshapes. During the test, hydrographic surveys were conducted at regular time intervals.The main variable in the experiment is the wave angle. Cases both withand without seawall were tested. (141pp.)
    Description: Sea Grant Project No. R/C-S-26; Grant No. NA86AA-D-SG068
    Keywords: Engineering ; seawalls ; models ; beaches
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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 & Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/211 | 3 | 2020-08-24 02:55:56 | 211 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-27
    Description: Hurricane Hugo hit U.S. Mainland on September 21, 1989just north of Charleston, South Carolina. It was billedas the most costly hurricane on record. The loss on themainland alone exceeded 7 billion dollars, more than15,000 homes were destroyed and the loss of livesexceeded forty.This article documents one aspect of the multi-destructionscaused by the hurricane - the water anderosion damage on water front or near water frontproperties. A general damage survey was given first,followed by assessment on the performance of variousengineered and non-engineering structures, on the majorfactors contributing to failures. Conclusions were thendrawn with recommendations for future improvement. (26pp.)
    Keywords: Atmospheric Sciences ; Engineering ; Hurricane Hugo ; South Carolina ; storm damage
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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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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/477 | 3 | 2020-08-24 02:59:30 | 477 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: This report is the third annual report in a continuing series documenting a field projectwithin the Gulf Islands National Seashore at Perdido Key, Florida. The field project includesthe monitoring of a number of physical parameters related to the evolution of the Perdido Keybeach nourishment project. Approximately 4.1 million m3 of dredge spoil from Pensacola Passwere placed upon approximately 7 km of the Gulf of Mexico beaches and 3 million m3 offshoreof Perdido Key between November, 1989, and October, 1991.Beach profile data describing the evolution of the nourished beach are included, as wellas wave, current, tide, wind, temperature, and rainfall data to describe the forces influencingthe evolution. Data describing the sediment sizes throughout the project area are also included. A brief discussion of the data is included with an emphasis on evolution of the beach andoffshore nourishment. (Document contains 249 pages.)
    Description: Department of the Navy, Southern Division, Naval Facilities Engineering Command
    Keywords: Conservation ; Engineering ; Beach nourishment ; Sediment transport ; Perdido Key ; Florida ; Gulf Islands National Seashore
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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/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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    Florida Sea Grant College Program | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/236 | 3 | 2011-09-29 22:22:36 | 236 | Florida Sea Grant College Program
    Publication Date: 2021-06-27
    Description: Conference themes addressed: Applications and Restoration Targets,the Mangrove-Estuarine Transition Zone, Benthic Habitats, Water Quality, Physical Processes,Higher Trophic Levels, and Adjacent Systems.
    Keywords: Conservation ; Ecology ; Fisheries ; Biology ; Engineering ; Chemistry ; Florida Bay ; research ; conferences
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    Type: book
    Format: application/pdf
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    Florida State University, Department of Economics | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/299 | 3 | 2020-08-24 02:44:49 | 299 | Florida Sea Grant College Program
    Publication Date: 2021-06-28
    Description: Registered boats less than 26 feet in Florida have expanded from 449,995 in 1982 to 620,548 in 1993,a 38 percent increase. Boats of this size are likely to be trailered to boat ramps for access towater bodies in and around the state. This increased demand for boat ramps has been accompanied bymany studies and surveys indicating a need for more public boat ramps and that existing ramps needimprovement. This report covers boat ramp issues and boaters' willingness to pay for manatee protection. (106pp.)
    Description: National Oceanographic and Atmospheric Administration, U.S. Department of Commerce
    Description: NA 36RG-0070,
    Keywords: Conservation ; Fisheries ; Engineering ; Environment ; boating industry ; manatees ; ramps ; Florida
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/479 | 3 | 2020-08-24 03:00:10 | 479 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-30
    Description: The objectives of this study were 1) to determine the maximum structure-inducedlocal sediment scour depths for the proposed bridge piers for the Merrill BarberBridge over Indian River on.State Road 60 in Indian River County, Florida and 2) todetermine the feasibility of predicting equilibrium local scour depths near complexmultiple pile bridge piers from bottom shear stresses on the prescoured bed. Aseries of hydrodynamic tests were conducted in a laboratory flume (100 ft long x 8 ftwide x 2 ft deep) where flow velocities near model piers were measured with a twocomponent constant temperature anemometer at a height of 3 mm above the bed. Bottomshear stresses were then estimated from the flow measurements. The piers (which are1/15 scale models of proposed Merrill Barber Bridge piers) consisted of thirtysixsquare piles (3 columns of 12) and a pile cap that was positioned at differentelevations above the bottom. Two different pile cap shapes were also considered. Asimple relationship between the prescoured bottom shear stress and the equilibriumlocal scour depth was postulated.Sediment scour tests were then conducted in the same flume with the samemodels. The average duration of these tests was 28 hours. Scour depths weremeasured periodically throughout these tests using an acoustic transponder. Thescour measurements were used 1) to establish the maximum scour depths for the MerrillBarber Bridge piers and 2) to calibrate and test the scour-shear stress relationship.Even though the range of conditions tested was somewhat limited, the approach appearspromising and should be pursued further. A number of interesting findings were maderegarding the rate at which scour occurs in these complex structures. (Document contains 134 pages.)
    Keywords: Engineering ; Earth Sciences ; scouring ; bridges ; Florida ; Merril P Barber Bridge
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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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    Florida Cooperative FIsh and Wildlife Research Unit, University of Florida | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/1116 | 3 | 2011-09-29 21:06:16 | 1116 | Florida Cooperative Fish and Wildlife Research Unit
    Publication Date: 2021-07-05
    Description: A comparison between a 1985 photo-interpreted vegetation mapand a vegetation map made from classified 1987 satellite data ofthe Loxahatchee National Wildlife Refuge showed that 81% ofsamples taken in areas occupied by cattail (Typha sp.) on thephoto-interpreted map corresponded with cattail on the satellitedata map.(5 page document)
    Keywords: Biology ; Limnology ; Engineering ; Loxahatchee National Wildlife Refuge ; satellite imagery ; cattail ; Typha sp.
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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/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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    Florida Sea Grant College Program | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/411 | 3 | 2020-08-24 02:50:13 | 411 | Florida Sea Grant College Program
    Publication Date: 2021-06-29
    Description: The Atlas of Artificial Reefs in Florida -- Fifth Edition, provides the public with information to locate artificial reefs constructed forfisheries enhancement, and for the enjoyment of fishing and diving by residents and visitors to Florida's coastal waters.This edition expands on the information that was included in earlier versions by adding thirty-five new permitted sites and 250additional components deployed on these and many pre-existing sites. A variety of sources of information have been utilized to acquire themost accurate and complete information in order to present the most up-to-date artificial reef listing possible for Florida. With the magnitudeof reef construction over the last 30 years there are potential opportunities for inaccurate information, especially with nearly 900 componententries on approximately 364 permitted sites. (59pp.)
    Keywords: Management ; Fisheries ; Engineering ; Florida ; artificial reefs
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    University of Florida Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/472 | 3 | 2020-08-24 02:58:29 | 472 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-29
    Description: One and two-dimensional, second order turbulence plant canopy flowmodels were developed for the purpose of estimating the effect ofcoastal vegetation on wind blown sand transport. The computer programthat solves the governing differential equations uses measured leafarea density profiles and drag coefficients for crop plants similar inshape and size to the more common coastal vegetation in Florida. (Document has 57 pages.)
    Keywords: Atmospheric Sciences ; Engineering ; Earth Sciences ; coastal vegetation ; dunes ; winds ; sediment transport
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    University of Florida, Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/467 | 3 | 2020-08-24 02:57:18 | 467 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-29
    Description: Part I. Relationships between the rate of bed fluidization and the rate of wave energy dissipation, by Jingzhi Feng and Ashish J. Mehta and Part II. In-situ rheometry for determining the dynamic response of bed, by David J.A. Williams and P. Rhodri Williams.A series of preliminary laboratory flume experiments were carried out to examine the time-dependentbehavior of a cohesive soil bed subjected to progressive, monochromatic waves. The bed was an aqueous,50/50 (by weight) mixture of a kaolinite and an attapulgite placed in a plexiglass trench. The nominal bedthickness was 16 cm with density ranging from 1170 to 1380 kg/m 3, and water above was 16 to 20 cmdeep. Waves of design height ranging from 2 to 8 cm and a nominal frequency of 1 Hz were run fordurations up to 2970 min. Part I of this report describes experiments meant to examine the rate at whichthe bed became fluidized, and its relation to the rate of wave energy dissipation. Part II gives results onin-situ rheometry used to track the associated changes in bed rigidity.Temporal and spatial changes of the effective stress were measured during the course of wave action,and from these changes the bed fluidization rate was calculated. A wave-mud interaction model developedin a companion study was employed to calculate the rate of wave energy dissipation. The dependence ofthe rate of fluidization on the rate of energy dissipation was then explored.Fluidization, which seemingly proceeded down from the bed surface, occurred as a result of the lossof structural integrity of the soil matrix through a buildup of the excess pore pressure and the associated loss of effective stress. The rate of fluidization was typically greater at the beginning of wave action andapparently approached zero with time. This trend coincided with the approach of the rate of energydissipation to a constant value. In general it was also observed that, for a given wave frequency, the largerthe wave height the faster the rate of fluidization and thicker the fluid mud layer formed. On the otherhand, increasing the time of bed consolidation prior to wave action decreased the fluidization rate due togreater bed rigidity. Upon cessation of wave action structural recovery followed.Dynamic rigidity was measured by specially designed, in situ shearometers placed in the bed atappropriate elevations to determine the time-dependence of the storage and loss moduli, G' and G", ofthe viscoelastic clay mixture under 1 Hz waves. As the inter-particle bonds of the space-filling, bedmaterial matrix weakened, the shear propagation velocity decreased measurably. Consequently, G'decreased and G" increased as a transition from dynamically more elastic to more viscous responseoccurred. These preliminary experiments have demonstrated the validity of the particular rheometrictechnique used, and the critical need for synchronous, in-situ measurements of pore pressures and modulicharacterizing bed rheology in studies on mud fluidization.This study was supported by WES contract DACW39-90-K-0010.(This document contains 151 pages.)
    Keywords: Engineering ; Cohesive sediments ; Resuspension ; Energy dissipation ; Rheology ; Fluidization ; Rheometry ; Fluid mud ; Water waves ; Pore pressures
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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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