| | Front Cover |
| | Title Page |
| | Acknowledgement |
| | Table of Contents |
| | List of Figures |
| | List of Tables |
| | List of symbols |
| | Abstract |
| | Introduction |
| | Study background and methodolo... |
| | Preliminary experiments |
| | Estimations of fluid mud thickness... |
| | Mud bed fluidization experimen... |
| | Experimental data analysis |
| | Conclusions |
| | Bibliography |
|
| Full Citation |
| Material Information |
| |
Title: |
Laboratory experiments on cohesive soil bed fluidization by water waves |
| |
Series Title: |
UFLCOEL |
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Physical Description: |
xvi, 109 leaves : ill., photos ; 28 cm. |
| |
Language: |
English |
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Creator: |
Feng, Jingzhi ( Dissertant ) Mehta, Ashish J. ( Thesis advisor ) Dean, Robert G. ( Reviewer ) Moudgil, Brij M. ( Reviewer ) McVay, Michael C. ( Reviewer ) University of Florida -- Coastal and Oceanographic Engineering Dept |
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Publisher: |
Coastal & Oceanographic Engineering Dept., University of Florida |
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Place of Publication: |
Gainesville, Fla. |
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Publication Date: |
1992 |
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Copyright Date: |
1992 |
| Subjects |
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Subjects / Keywords: |
Coastal and Oceanographic Engineering thesis M.S ( local ) Dissertations, Academic -- UF -- Coastal and Oceanographic Engineering ( local ) |
| Notes |
| |
Abstract: |
The mechanism by which fluid mud is formed by water wave motion over coastal and
estuarine cohesive soil beds is of evident interest in understanding and interpreting the
microfabric of flow-deposited fine sediments in shallow waters, and hence the erodibility
of muddy beds due to hydrodynamic forcing. This study investigated water wave-induced
fluidization of cohesive soil beds composed of a 50/50 (by weight) mixture of a commercial
attapulgite and a kaolinite in a laboratory flume. 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 previously developed hydrodynamic wave-mud
interaction model of the two-layered water-mud system was employed to study the nature
and the degree of wave dissipation, in terms of energy dissipation rate, during the bed fluidization
process. By evaluating the mud rheological properties separately, a mud viscosity
model was developed, which was then used in conjunction with the wave-mud interaction
model to obtain an effective sheared thickness of the bed resulting from wave action. This
thickness, considered to be a representative of the fluidized mud thickness, was compared
with the latter obtained from pressure measurements. Also, through this wave-mud model
the relationship between the rate of fluidization and the rate of wave energy dissipation
during fluidization was examined. In general, for a given wave frequency, a larger wave fluidized the bed at a faster rate
and to a greater depth than a smaller one. Furthermore, increased bed consolidation time
decreased the rate of fluidization due to increased mud rigidity. The rate of bed fluidization
was typically greater at the beginning of wave action and decreased with time. Eventually
this rate approached zero, while in some cases the wave energy dissipation rate approached a
constant 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 mud
thickness, for a given wave condition. During the fluidization process the bed apparently
lost its structural integrity by loss of the effective stress through a build-up of the excess
pore water pressure. After wave action ceased, the bed structure exhibited recovery by
dissipation of the excess pore water pressure.
Further studies will be required in which the hydrodynamic model must be improved via
a 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, this
investigation has been instructive in demonstrating relationships between the degree of mud
fluidization, wave energy dissipation and bed consolidation time, and thus offers insight into
an important mechanism by which coastal and estuarine muds are eroded by wave action.
xvi |
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Abstract: |
ocean waves, fluidization, rheology |
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Thesis: |
Thesis, M.S., Engineering |
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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 |
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Bibliographic ID: |
UF00080460 |
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Volume ID: |
VID00001 |
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Source Institution: |
University of Florida |
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Holding Location: |
University of Florida |
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Rights Management: |
All rights reserved by the source institution and holding location. |
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| Downloads |
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| Table of Contents |
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Front Cover
Front Cover
Title Page
Page i
Acknowledgement
Page ii
Table of Contents
Page ii
Page iii
List of Figures
Page iv
Page v
Page vi
List of Tables
Page viii
Page ix
List of symbols
Page x
Page xi
Page xii
Page xiii
Page xiv
Abstract
Page xvi
xvi
Introduction
Page 1
Page 2
Page 3
Page 4
Study background and methodology
Page 5
Page 6
Page 7
Page 8
Page 9
Page 10
Page 11
Page 12
Page 13
Preliminary experiments
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
Page 46
Page 47
Page 48
Page 49
Page 50
Page 51
Page 52
Estimations of fluid mud thickness and wave energy dissipation
Page 53
Page 54
Page 55
Page 56
Page 57
Page 58
Page 59
Page 60
Mud bed fluidization experiments
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
Experimental data analysis
Page 76
Page 77
Page 78
Page 79
Page 80
Page 81
Page 82
Page 83
Page 84
Page 85
Page 86
Page 87
Page 88
Page 89
Page 90
Page 91
Page 92
Page 93
Page 94
Page 95
Page 96
Page 97
Page 98
Page 99
Page 100
Page 101
Page 102
Page 103
Conclusions
Page 104
Page 105
Page 106
Bibliography
Page 107
Page 108
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