• TABLE OF CONTENTS
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 Front Cover
 Title Page
 Acknowledgement
 Table of Contents
 List of Tables
 List of Figures
 Abstract
 Introduction
 Background and theory
 Laboratory studies
 Analysis of results
 Wave transformation model
 Dimensional analysis
 Conclusions and recommendation...
 Bibliography
 Appendix A: Computer program developed...
 Appendix B: Equilibrium beach...
 Appendix C: Experimental beach...
 Biographical sketch






Group Title: UFL/COEL (University of Florida. Coastal and Oceanographic Engineering Laboratory) ; 91/010
Title: Experimental study of sediment sorting across the beach and its influence on the equilibrium profile
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Permanent Link: http://ufdc.ufl.edu/UF00078622/00001
 Material Information
Title: Experimental study of sediment sorting across the beach and its influence on the equilibrium profile
Series Title: UFLCOEL
Physical Description: x, 105 leaves : ill. ; 28 cm.
Language: English
Creator: Abramian, Jorge Emilio, 1958- ( Author, Primary )
Dean, Robert G. ( Thesis advisor )
United States -- National Oceanic and Atmospheric AdministrationUnited States -- National Oceanic and Atmospheric Administration
University of Florida -- Coastal and Oceanographic Engineering Dept
Publisher: Coastal & Oceanographic Engineering Dept., University of Florida
Place of Publication: Gainesville, Fla.
Publication Date: 1990
Copyright Date: 1990
 Subjects
Subjects / Keywords: Sedimentation and deposition   ( lcsh )
Beach erosion   ( lcsh )
Coastal and Oceanographic Engineering thesis M. Eng   ( local )
Dissertations, Academic -- Coastal and Oceanographic Engineering -- UF   ( local )
Genre: bibliography   ( marcgt )
technical report   ( marcgt )
non-fiction   ( marcgt )
 Notes
Abstract: Improved procedures for predicting beach response to wave action are needed to optimize nourishment projects, reduce the volume of sand required and estimate performance. To date, no model has been able to satisfactorily represent the evolution and final profile of the beaches of well-graded sand, nor have experiments addressed the non-idealized case of sediment sorting across a beach composes of well graded sand. Therefore, no reliable and proven method exists to predict the dry width of a beach with multiple grain sizes. The equilibrium beach profile equation developed by Robert G. Dean is widely used but should be treated like an idealized beach representing a kind of “average” beach. Its limitation to beaches with a unique grain size has been demonstrated several times. New forms of the equation regarding varying sediment sizes have been tested with differing results. Due to the lack of studies about the subject, theses attempts considered arbitrary variations of the grain sizes with offshore distance. To address the deficiency in information related to well-graded sediments, an experimental program has been carried out. This thesis describes the set of experiments performed in the laboratory using a wave tank in which a well-graded sand beach was simulated. Data collected and analyzed included sand samples, beach profiles, and wave characteristics. The sand samples were taken from different locations at different intervals within the 24 hours duration of each experiment. With these results and use of the Dally wave transformation model, an analysis of the dissipation of energy per unit water volume across the beach is presented. The dissipation of energy per unit volume was the original concept associated with the equilibrium beach profile in which a single value is associated with each diameter. However, results obtained herein support a relationship of the dissipation with the particle Reynold Number. A new approach to the problem based on this result is also presented.
Bibliography: Includes bibliography.
Statement of Responsibility: by Jorge Emilio Abramian.
General Note: "UFL/COEL-91/010"
General Note: A thesis presented to the graduate school of the University of Florida.
Funding: 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.
 Record Information
Bibliographic ID: UF00078622
Volume ID: VID00001
Source Institution: University of Florida
Holding Location: University of Florida
Rights Management: All rights reserved by the source institution and holding location.
Resource Identifier: oclc - 26058628

Table of Contents
    Front Cover
        Front Cover
    Title Page
        Page i
    Acknowledgement
        Page ii
    Table of Contents
        Page iii
        Page iv
    List of Tables
        Page v
    List of Figures
        Page vi
        Page vii
        Page viii
    Abstract
        Page ix
        Page x
    Introduction
        Page 1
        Page 2
        Page 3
    Background and theory
        Page 4
        Page 5
        Page 6
        Page 7
        Page 8
        Page 9
        Page 10
        Page 11
    Laboratory studies
        Page 12
        Page 13
        Page 14
        Page 15
        Page 16
        Page 17
        Page 18
        Page 19
        Page 20
        Page 21
        Page 22
        Page 23
        Page 24
        Page 25
        Page 26
        Page 27
        Page 28
        Page 29
        Page 30
        Page 31
        Page 32
        Page 33
        Page 34
        Page 35
        Page 36
        Page 37
        Page 38
        Page 39
        Page 40
        Page 41
        Page 42
        Page 43
        Page 44
        Page 45
    Analysis of results
        Page 46
        Page 47
        Page 48
        Page 49
        Page 50
        Page 51
        Page 52
        Page 53
        Page 54
        Page 55
        Page 56
        Page 57
        Page 58
        Page 59
        Page 60
        Page 61
        Page 62
        Page 63
        Page 64
        Page 65
        Page 66
        Page 67
        Page 68
        Page 69
        Page 70
    Wave transformation model
        Page 71
        Page 72
        Page 73
        Page 74
        Page 75
        Page 76
        Page 77
        Page 78
        Page 79
        Page 80
        Page 81
    Dimensional analysis
        Page 82
        Page 83
        Page 84
        Page 85
        Page 86
    Conclusions and recommendations
        Page 87
        Page 88
        Page 89
        Page 90
    Bibliography
        Page 91
        Page 92
        Page 93
    Appendix A: Computer program developed for the thesis
        Page 94
        Page 95
        Page 96
        Page 97
        Page 98
        Page 99
        Page 100
    Appendix B: Equilibrium beach equations
        Page 101
        Page 102
    Appendix C: Experimental beach face slopes and Bascom's results
        Page 103
        Page 104
    Biographical sketch
        Page 105
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