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  • 1
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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
    Repository Name: AquaDocs
    Type: book
    Format: application/pdf
    Format: application/pdf
    Format: 262
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  • 2
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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
    Repository Name: AquaDocs
    Type: thesis
    Format: application/pdf
    Format: application/pdf
    Format: 76
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  • 3
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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
    Repository Name: AquaDocs
    Type: monograph
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  • 4
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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
    Repository Name: AquaDocs
    Type: monograph
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  • 5
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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
    Repository Name: AquaDocs
    Type: monograph
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  • 6
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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
    Repository Name: AquaDocs
    Type: monograph
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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/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
    Repository Name: AquaDocs
    Type: monograph
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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
    Repository Name: AquaDocs
    Type: monograph
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  • 9
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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
    Repository Name: AquaDocs
    Type: monograph
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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/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
    Repository Name: AquaDocs
    Type: monograph
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