Rock slopes and gravel beaches under wave attack:
Gespeichert in:
1. Verfasser: | |
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Format: | Buch |
Sprache: | Undetermined |
Veröffentlicht: |
Delft
Delft hydraulics
1988
|
Ausgabe: | Als Ms. gedr. |
Schriftenreihe: | Waterloopkundig Laboratorium <Delft>: Publications
396 |
Schlagworte: | |
Online-Zugang: | Inhaltsverzeichnis |
Beschreibung: | Zugl.: Delft, Univ. of Technology, Diss. |
Beschreibung: | 152, (33) S. zahlr. graph. Darst. |
Internformat
MARC
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Datensatz im Suchindex
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adam_text | PUBLICATION NO. 396 ROCK SLOPES AND GRAVEL BEACHES UNDER WAVE ATTACK
DOCTORAL THESIS APPROVED BY DELFT UNIVERSITY OF TECHNOLOGY JENTSJE W.
VAN DER MEER NOVEMBER 1988 C OU TFU DARMSTADT) , ILL!! 1 DELFT
HYDRAULICS M M CONTENTS SANENVATTING ABSTRACT ACKNOWLEDGEMENTS PAGE 1.
INTRODUCTION . 1 1.1 INTRODUCTION TO STABILITY ** 1 1.2 BACKGROUND OF
THE RESEARCH 4 1.3 CONCLUSIONS AND RECOMMENDATIONS 6 1.3.1 STATIC
STABILITY 6 1.3.2 DYNAMIC STABILITY 8 2. GOVERNING VARIABLES 11 2.1
METHODOLOGY 11 2.1.1 OVERALL VIEW 11 2.1.2 PHILOSOPHY OF APPROACH 14 2.2
DESCRIPTORS OF STATIC AND DYNAMIC STABILITY 16 2.2.1 DAMAGE 16 2.2.2
PROFILE 20 2.3 MAIN ENVIRONMENTAL PARAMETERS 22 2.3.1 WAVE HEIGHT 22
2.3.2 WAVE PERIOD 25 2.3.3 SPECTRAL SHAPE 27 2.3.4 STORM DURATION 34 2.4
FINAL LIST OF GOVERNING VARIABLES 36 2.4.1 OVERALL LIST.. V 36 2.4.2
DIMENSIONLESS VARIABLES 38 2.4^3 FINAL LIST FOR STATIC STABILITY 40
2.4.4 FINAL LIST FOR DYNAMIC STABILITY 45 3. STATIC STABILITY 49 3.1
EARLIER WORK. 49 3.2 TEST EQUIPMENT, MATERIALS, PROCEDURE AND TEST
PROGRAM 55 3.3 QUALITATIVE ANALYSIS OF RESULTS 61 3.3.1 RESULTS ON
DAMAGE LEVELS AND STORM DURATION 61 3.3.2 INFLUENCE OF WAVE HEIGHT, WAVE
PERIOD AND SLOPE ANGLE... 62 3.3.3 INFLUENCE OF ARMOUR GRADING 64 3.3.4
INFLUENCE OF SPECTRAL SHAPE AND GROUPINESS OF WAVES..... 64 3.3.5
INFLUENCE OF PERMEABILITY 69 3.3.6 INFLUENCE OF RELATIVE MASS DENSITY 70
3.3.7 INFLUENCE OF WATER DEPTH 71 CONTENTS (CONTINUED) PAGE 3.4
DERIVATION OF STABILITY FORMULAE... 74 3.4.1 GOVERNING VARIABLES 74
3.4.2 EXAMPLE OF CURVE FITTING PROCEDURE 75 3.4.3 PLUNGING WAVES 77
3.4.4 SURGING WAVES * * 78 3.4.5 INTRODUCTION OF THE PERMEABILITY
COEFFICIENT, P 79 3.4.6 FINAL FORMULAE * 80 3.5 COMPARISON AND VALIDITY
OF FORMULAE AND RESULTS 82 3.5.1 THE HUDSON FORMULA 82 3.5.2 VALIDITY OF
NEW FORMULAE 84 3.5.3 COMPUTATION OF PERMEABILITY COEFFICIENT, P 87 3.6
LARGE SCALE TESTS 90 3.7 LOW CRESTED STRUCTURES 92 4. DYNAMIC STABILITY
95 4.1 TEST SET-UP AND PROGRAM 95 4.2 ANALYSIS OF PROFILES 100 4.2.1
GOVERNING VARIABLES 100 4.2.2 INFLUENCE OF WAVE HEIGHT AND PERIOD 101
4.2.3 INFLUENCE OF SPECTRAL SHAPE AND STORM DURATION 103 4.2.4 INFLUENCE
OF DIAMETER, STONE SHAPE AND GRADING 104 4.2.5 INFLUENCE OF INITIAL
SLOPE 107 4.2.6 INFLUENCE OF CREST HEIGHT AND WATER DEPTH * 110 4.2.7
INFLUENCE OF VARYING WATER LEVEL ILL 4.2.8 INFLUENCE OF ANGLE OF WAVE
ATTACK 114 4.3 DEVELOPMENT OF MODEL 114 4.4 DERIVATION OF RELATIONSHIPS
117 4.4.1 BASIC FUNCTIONAL RELATIONSHIPS 117 4.4.2 THE HEIGHT AND LENGTH
PARAMETERS 121 4.4.3 PROFILE ARROUND STILL WATER LEVEL 131 4.4.4 ANGLES
8 AND Y 133 4.4.5 INFLUENCE OF WATER DEPTH 135 4.4.6 INFLUENCE OF ANGLE
OF WAVE ATTACK 139 4.4.7 SUMMARY OF FUNCTIONAL RELATIONSHIPS 140 4.5
COMPARISON WITH DUNE EROSION DURING STORM SURGES 142 4.6 VERIFICATION
AND APPLICATION OF THE MODEL 144
|
any_adam_object | 1 |
author | Meer, Jentsje W. van der |
author_facet | Meer, Jentsje W. van der |
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format | Book |
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genre_facet | Hochschulschrift |
id | DE-604.BV002070758 |
illustrated | Illustrated |
indexdate | 2024-07-09T15:39:49Z |
institution | BVB |
language | Undetermined |
oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-001354343 |
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physical | 152, (33) S. zahlr. graph. Darst. |
publishDate | 1988 |
publishDateSearch | 1988 |
publishDateSort | 1988 |
publisher | Delft hydraulics |
record_format | marc |
series | Waterloopkundig Laboratorium <Delft>: Publications |
series2 | Waterloopkundig Laboratorium <Delft>: Publications |
spelling | Meer, Jentsje W. van der Verfasser aut Rock slopes and gravel beaches under wave attack Als Ms. gedr. Delft Delft hydraulics 1988 152, (33) S. zahlr. graph. Darst. txt rdacontent n rdamedia nc rdacarrier Waterloopkundig Laboratorium <Delft>: Publications 396 Zugl.: Delft, Univ. of Technology, Diss. Felsböschung (DE-588)4153972-2 gnd rswk-swf Wellendruck (DE-588)4217946-4 gnd rswk-swf Kiesbank (DE-588)4163762-8 gnd rswk-swf (DE-588)4113937-9 Hochschulschrift gnd-content Felsböschung (DE-588)4153972-2 s Kiesbank (DE-588)4163762-8 s Wellendruck (DE-588)4217946-4 s DE-604 Waterloopkundig Laboratorium <Delft>: Publications 396 (DE-604)BV001894717 396 HEBIS Datenaustausch Darmstadt application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=001354343&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
spellingShingle | Meer, Jentsje W. van der Rock slopes and gravel beaches under wave attack Waterloopkundig Laboratorium <Delft>: Publications Felsböschung (DE-588)4153972-2 gnd Wellendruck (DE-588)4217946-4 gnd Kiesbank (DE-588)4163762-8 gnd |
subject_GND | (DE-588)4153972-2 (DE-588)4217946-4 (DE-588)4163762-8 (DE-588)4113937-9 |
title | Rock slopes and gravel beaches under wave attack |
title_auth | Rock slopes and gravel beaches under wave attack |
title_exact_search | Rock slopes and gravel beaches under wave attack |
title_full | Rock slopes and gravel beaches under wave attack |
title_fullStr | Rock slopes and gravel beaches under wave attack |
title_full_unstemmed | Rock slopes and gravel beaches under wave attack |
title_short | Rock slopes and gravel beaches under wave attack |
title_sort | rock slopes and gravel beaches under wave attack |
topic | Felsböschung (DE-588)4153972-2 gnd Wellendruck (DE-588)4217946-4 gnd Kiesbank (DE-588)4163762-8 gnd |
topic_facet | Felsböschung Wellendruck Kiesbank Hochschulschrift |
url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=001354343&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
volume_link | (DE-604)BV001894717 |
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