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  • 1
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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
    Repository Name: AquaDocs
    Type: monograph
    Format: application/pdf
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  • 2
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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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  • 3
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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
    Repository Name: AquaDocs
    Type: monograph
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  • 4
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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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  • 5
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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
    Repository Name: AquaDocs
    Type: monograph
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