| | Front Cover |
| | Title Page |
| | Dedication |
| | Acknowledgement |
| | Table of Contents |
| | List of Figures |
| | List of Tables |
| | List of symbols |
| | Abstract |
| | Introduction |
| | Background |
| | Problem statement and solution... |
| | Problem solution |
| | Experimental set-up and proced... |
| | Results |
| | Conclusions and future work |
| | Bibliography |
| | Appendix A: Velocity potential... |
| | Appendix B: Dimensional analys... |
| | Appendix C: Example solution |
| | Appendix D: Experimental data reduction... |
|
| Full Citation |
| Material Information |
| |
Title: |
Structure-induced sediment scour potential near a rectangular structure due to waves |
| |
Series Title: |
UFLCOEL |
| |
Physical Description: |
xvi, 120 leaves : ill. ; 28 cm. |
| |
Language: |
English |
| |
Creator: |
Karunamuni, Anura J., 1954- ( Dissertant ) Sheppard, D. Max ( Thesis advisor ) University of Florida -- Coastal and Oceanographic Engineering Dept |
| |
Publisher: |
Coastal & Oceanographic Engineering Dept., University of Florida |
| |
Place of Publication: |
Gainesville, Fla. |
| |
Publication Date: |
1991 |
| |
Copyright Date: |
1991 |
| Subjects |
| |
Subjects / Keywords: |
Sediment transport ( lcsh ) Scour (Hydraulic engineering) ( lcsh ) Water waves ( lcsh ) Coastal and Oceanographic Engineering thesis M.S ( local ) Dissertations, Academic -- Coastal and Oceanographic Engineering -- UF ( local ) |
| |
Genre: |
government publication (state, provincial, terriorial, dependent) ( marcgt ) bibliography ( marcgt ) theses ( marcgt ) non-fiction ( marcgt ) |
| Notes |
| |
Abstract: |
The problem of structure-induced sediment scour has been a subject of increasing importance in numerous branches of civil engineering. The problem considered here is the potential for sediment scour in the vicinity of a rectangular, partially submerged fixed structure separated from the bottom by a gap and exposed to two-dimensional monochromatic waves. A potential flow solution for the flow field in the vicinity of the structure is obtained using linear wave theory. In order to simplify the solution method, the flow field is divided into three regions; flow upstream of the structure, flow below the structure and flow downstream of the structure. A dimensional analysis of the problem was carried out in order to obtain the pertinent dimensionless groups. The solution procedure includes solving Laplace’s equation and applying the standard bottom and free surface boundary conditions together with the continuity of pressure and velocity conditions at the interregional boundaries. Satisfaction of the boundary conditions results in a system of simultaneous algebraic equations with complex coefficients. This set of equations is solved numerically. Wave reflection and transmission coefficients were computed as part of this work and compared with the results of other theoretical studies. The ratio of maximum bottom velocities under the structure to the maximum velocity under the incident wave was computer for a range of structure parameters and wave conditions. Laboratory experiments were conducted where incident, reflected and transmitted wave heights along with flow velocities beneath he structure were measured and the results compared with the theoretically predicted values. The results give an indication of the sediment scour potential as a function of the structure and wave parameters. |
| |
Thesis: |
Thesis (M.S.)--University of Florida, 1991. |
| |
Bibliography: |
Includes bibliographical references (leaf 89). |
| |
Statement of Responsibility: |
by Anura J. Karunamuni. |
| |
General Note: |
"UFL/COEL-91/007." |
| |
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: |
UF00078621 |
| |
Volume ID: |
VID00001 |
| |
Source Institution: |
University of Florida |
| |
Rights Management: |
All rights reserved by the source institution and holding location. |
| |
Resource Identifier: |
oclc - 24654452 |
|
| Table of Contents |
|
Front Cover
Front Cover
Title Page
Page i
Dedication
Page ii
Acknowledgement
Page iii
Table of Contents
Page iv
Page v
Page vi
List of Figures
Page vii
Page viii
Page ix
List of Tables
Page x
List of symbols
Page xi
Page xii
Page xiii
Page xiv
Abstract
Page xv
Page xvi
Introduction
Page 1
Page 2
Page 3
Page 4
Background
Page 5
Page 6
Page 7
Problem statement and solution method
Page 8
Page 9
Page 10
Page 11
Page 12
Page 13
Page 14
Page 15
Page 16
Problem solution
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
Experimental set-up and procedure
Page 36
Page 37
Page 38
Results
Page 39
Page 40
Page 41
Page 42
Page 43
Page 44
Page 45
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
Page 71
Page 72
Page 73
Page 74
Page 75
Page 76
Page 77
Page 78
Page 79
Page 80
Page 81
Page 82
Page 83
Conclusions and future work
Page 84
Page 85
Page 86
Page 87
Page 88
Bibliography
Page 89
Appendix A: Velocity potentials
Page 90
Page 91
Page 92
Page 93
Page 94
Page 95
Page 96
Page 97
Page 98
Page 99
Page 100
Page 101
Appendix B: Dimensional analysis
Page 102
Page 103
Page 104
Page 105
Appendix C: Example solution
Page 106
Page 107
Page 108
Page 109
Page 110
Page 111
Appendix D: Experimental data reduction technique
Page 112
Page 113
Page 114
Page 115
Page 116
Page 117
Page 118
Page 119
Page 120
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