Simulating Large-Scale Morphodynamics of a Tidally Dominated Mixed Energy Coast Fundamentals – Applications – Limits
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| Format: | Abschlussarbeit Buch |
| Sprache: | German English |
| Veröffentlicht: |
Aachen
Shaker Verlag GmbH
2018
|
| Schriftenreihe: | Mitteilungen / Universität der Bundeswehr, München, Institut für Wasserwesen
Heft 129 |
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| 100 | 1 | |a Putzar, Bert |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Simulating Large-Scale Morphodynamics of a Tidally Dominated Mixed Energy Coast Fundamentals – Applications – Limits |c Dr.-Ing. Bert Putzar |
| 264 | 1 | |a Aachen |b Shaker Verlag GmbH |c 2018 | |
| 300 | |a 5, X, 158 Seiten |b Illustrationen, Diagramme, Karten |c 30 cm, 517 g | ||
| 336 | |b txt |2 rdacontent | ||
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| 490 | 1 | |a Mitteilungen / Universität der Bundeswehr, München, Institut für Wasserwesen |v Heft 129 | |
| 502 | |b Dissertation |c Universität der Bundeswehr München |d 2018 | ||
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Datensatz im Suchindex
| _version_ | 1804179462372196352 |
|---|---|
| adam_text | CONTENTS
CONTENTS I
LIST OF FIGURES V
LIST OF TABLES IX
1 INTRODUCTION 1
1.1 THE GERMAN BIGHT - A TIDALLY DOMINATED MIXED ENERGY C O A S T
...............................
2
1.2 MOTIVATION FOR PREDICTING MORPHOLOGICAL C H A N G E
S........................................................ 3
1.3 PROCESS BASED MORPHODYNAMIC M O D E LLIN G
.................................................................... 5
1.4 OBJECTIVES AND STRUCTURE OF THE THESIS
..........................................................................
8
2 MATHEMATICAL MODEL 11
2.1 SHALLOW WATER
EQUATIONS...............................................................................................
11
2.1.1 INERTIAL T E R M
.....................................................................................................
12
2.1.2 FREE SURFACE G R A D IE N T
.................................
13
2.1.3 DIFFUSIVE MOMENTUM E X CH AN G
E.......................................................................
13
2.1.4 TURBULENCE M O D
ELS............................................................................................
14
2.1.5 SOURCE T E RM S
.....................................................................................................
15
2.2 MODELLING THE SEA S T A T E
...............................................................................................
17
2.2.1 SPECTRUM OF WAVE E N E RG Y
................................................................................
17
2.2.2 BALANCE EQUATION OF WAVE A C TIO N
.................................................................... 18
2.2.3 PROPAGATION OF WAVE A C TIO N
.............................................................................
19
2.2.4 SOURCE T E RM S
.....................................................................................................
20
2.2.5 DERIVED PARAM
ETERS............................................................................................
22
2.3 GRADED SEDIMENT TRANSPORT AND BED EVOLUTION
.......................................................
23
2.3.1 EFFECTIVE BED SHEAR STRESS AND INITIATION OF TRANSPORT
..................................
23
2.3.2 BED EVOLUTION E Q U A TIO N
...................................................................................
26
2.3.3 BED RESPONSE AND FLUX B ALAN
CE.......................................................................
26
2.3.4 BED LOAD
TRANSPORT............................................................................................
27
2.3.5 SUSPENDED LOAD
TRANSPORT................................................................................
29
2.3.6 TREATMENT OF SEDIMENT F RA C TIO N S
................................................................... 31
2.4 PREDICTION OF BED
ROUGHNESS.........................................................................................
34
2.4.1 GRAIN R O U G H N
ESS...............................................................................................
34
2.4.2 FORM ROUGHNESS OF D U N E S
................................................................................
35
2.4.3 FORM ROUGHNESS OF RIPPLES
.............................................................................
36
2.4.4 APPARENT R O
UGHNESS.........................................................................................
39
2.4.5 BED R O U G H N
ESS...................................................................................................
39
2.5 NUMERICAL T REATM
ENT......................................................................................................
40
3 NUMERICAL SOLUTION OF THE BED EVOLUTION EQUATION 43
3.1 THEORY OF RD METHOD
...................................................................................................
43
3.1.1 DIVERGENCE FORM AND QUASILINEAR FORM
........................................................... 45
3.1.2 SPATIAL DISCRETISATION AND SOLUTION APPROXIMATION
.....................................
45
3.1.3 FLUX BALANCE COMPUTATION AND TIME STEPPING
PROCEDURE............................ 47
3.1.4 PROPERTIES OF RD S C H E M E S
................................................................................
49
3.1.5 EXTENSION TO ARBITRARY BED LOAD FLUX FUNCTION
..........................................
51
3.1.6 COMPUTATION OF THE CHARACTERISTIC VELOCITY
....................................................
52
3.2 RD SCHEM
ES.....................................................................................................................
52
3.2.1 N SCHEME (C, P, M U
).........................................................................................
53
3.2.2 PSI SCHEME (C, P, MU, L P
)................................................................................
53
3.2.3 CENTRAL OR GALERKIN SCHEME (C, L P
)................................................................. 54
3.2.4 LAX-FRIEDRICH AND LIMITED LAX-FRIEDRICH SCHEME (C, P )
................................
54
3.2.5 LAX-WENDROFF SCHEME (C, L P )
..........................................................................
54
3.3 FLUX-CORRECTED
TRANSPORT...............................................................................................
55
3.4 TEST CASES WITH UNIFORM S E D IM E N
T.............................................................................
57
3.4.1 DUNE P RO P A G A TIO N
............................................................................................
58
3.4.2 2-DIMENSIONAL HUMP M
IGRATION.......................................................................
66
3.4.3 REAL WORLD TEST CASE GERMAN B IG H
T................................................................. 73
3.5 TREATMENT OF THE NON-ERODIBLE B O TTO M
.......................................................................
78
3.5.1 NUMERICAL M
ETHODS............................................................................................
78
3.5.2 EDGE-BASED A LG O RITH M
......................................................................................
79
3.5.3 LIMITED SEDIMENT S U P P L Y
................................................................................
80
3.5.4 UPDATE PROCEDURE
............................................................................................
80
3.5.5 V
ERIFICATION.........................................................................................................
81
3.6 EVALUATION OF RD S CHEM
ES............................................................................................
83
4 CALIBRATION AND VALIDATION OF THE GERMAN BIGHT MODEL 85
4.1 THE GERMAN BIGHT MODEL
............................................................................................
85
4.1.1 APPLIED MODELS, MODEL COUPLING AND MODEL E X TEN SIO N
............................... 85
4.1.2 COMPUTATIONAL DOMAIN AND BOUNDARY C ONDITIONS
........................................
87
4.1.3 INITIAL C
ONDITIONS...............................................................................................
90
4.2 CALIBRATION AND VALIDATION S TRA TE G Y
.............................................................................
92
4.2.1 CONCEPTUAL B A S IS
...............................................................................................
92
4.2.2 CALIBRATION AND VALIDATION P E RIO D
.................................................................... 92
4.2.3 CALIBRATION PARAM
ETERS......................................................................................
93
4.2.4 REALISED S TRATEG Y
...............................................................................................
94
4.3 CALIBRATION RESULTS I
.....................................................................................................
96
4.3.1 WATER L E V E
L.........................................................................................................
96
4.3.2 SEA S T A T E
............................................................................................................
99
4.3.3 BED FORM
S...............................................................................................................100
4.3.4 BED R O
UGHNESS.....................................................................................................
104
4.4 CALIBRATION RESULTS I I
..........................................................................................................107
4.4.1 M
ETHODOLOGY........................................................................................................
108
4.4.2 THICKNESS OF ACTIVE L A Y E R
...................................................................................110
4.4.3 SEDIMENT VOLUM
E...................................................................................................I
L L
4.4.4 FREQUENCY D
ISTRIBUTION.........................................................................................
115
4.4.5 BED
EVOLUTION........................................................................................................
117
4.5 V
ALIDATION...........................................................................................................................
119
4.5.1 WATER L E V E
L............................................................................................................119
4.5.2 BALANCE OF SEDIMENT VOLUME
.............................................................................119
4.5.3 FREQUENCY D
ISTRIBUTION.........................................................................................
120
4.5.4 BED
EVOLUTION.........................................................................................................121
4.6 CONCLUDING R E M A RK
S........................................................................................................
123
5 SYSTEM ANALYSIS OF LARGE-SCALE MORPHODYNAMICS OF THE GERMAN BIGHT 125
5.1 SCENARIOS AND M
ETHODOLOGY............................................................................................
125
5.2 MORPHOLOGICAL RESPONSE TO WIND AND WAVE INDUCED FORCES
........................................
127
5.2.1 LARGE SCALE SEDIMENT B
ALANCE.............................................................................
127
5.2.2 SEDIMENT TRANSPORT P A T H S
...................................................................................128
5.2.3 DEVELOPMENT OF THE NEARSHORE Z O N E
................................................................
130
5.3 EFFECT OF SEA LEVEL RISE ON THE SEDIMENT D Y N A M IC S
....................................................
132
5.3.1 LARGE SCALE SEDIMENT B
ALANCE.............................................................................132
5.3.2 SEDIMENT TRANSPORT P A T H S
...................................................................................133
5.3.3 DEVELOPMENT OF THE NEARSHORE Z O N E
.................................................................134
5.4 ELBE RIVER GLACIAL V A LLEY
..................................................................................................
135
5.5
SYNOPSIS..............................................................................................................................136
6 SUMMARY AND OUTLOOK 139
6.1 S U M M A RY
...........................................................................................................................
139
6.2 O U TLO O K
..............................................................................................................................140
BIBLIOGRAPHY 143
A STATISTICAL PARAMETERS 157
|
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| author_facet | Putzar, Bert |
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| bvnumber | BV045515373 |
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| spelling | Putzar, Bert Verfasser aut Simulating Large-Scale Morphodynamics of a Tidally Dominated Mixed Energy Coast Fundamentals – Applications – Limits Dr.-Ing. Bert Putzar Aachen Shaker Verlag GmbH 2018 5, X, 158 Seiten Illustrationen, Diagramme, Karten 30 cm, 517 g txt rdacontent n rdamedia nc rdacarrier Mitteilungen / Universität der Bundeswehr, München, Institut für Wasserwesen Heft 129 Dissertation Universität der Bundeswehr München 2018 Dynamische Geomorphologie (DE-588)4132461-4 gnd rswk-swf Küstenmeer (DE-588)4073860-7 gnd rswk-swf Nordseeküste (DE-588)4075482-0 gnd rswk-swf Deutsche Bucht (DE-588)4011618-9 gnd rswk-swf Küsteningenieurwesen Sedimenttransport Telemac gekoppeltes Modellsystem numerische Verfahren (DE-588)4113937-9 Hochschulschrift gnd-content Nordseeküste (DE-588)4075482-0 g Deutsche Bucht (DE-588)4011618-9 g Küstenmeer (DE-588)4073860-7 s Dynamische Geomorphologie (DE-588)4132461-4 s DE-604 Shaker Verlag (DE-588)1064118135 pbl Universität der Bundeswehr, München, Institut für Wasserwesen Mitteilungen Heft 129 (DE-604)BV002583660 129 B:DE-101 application/pdf http://d-nb.info/1171370458/04 Inhaltsverzeichnis DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=030899778&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Putzar, Bert Simulating Large-Scale Morphodynamics of a Tidally Dominated Mixed Energy Coast Fundamentals – Applications – Limits Dynamische Geomorphologie (DE-588)4132461-4 gnd Küstenmeer (DE-588)4073860-7 gnd |
| subject_GND | (DE-588)4132461-4 (DE-588)4073860-7 (DE-588)4075482-0 (DE-588)4011618-9 (DE-588)4113937-9 |
| title | Simulating Large-Scale Morphodynamics of a Tidally Dominated Mixed Energy Coast Fundamentals – Applications – Limits |
| title_auth | Simulating Large-Scale Morphodynamics of a Tidally Dominated Mixed Energy Coast Fundamentals – Applications – Limits |
| title_exact_search | Simulating Large-Scale Morphodynamics of a Tidally Dominated Mixed Energy Coast Fundamentals – Applications – Limits |
| title_full | Simulating Large-Scale Morphodynamics of a Tidally Dominated Mixed Energy Coast Fundamentals – Applications – Limits Dr.-Ing. Bert Putzar |
| title_fullStr | Simulating Large-Scale Morphodynamics of a Tidally Dominated Mixed Energy Coast Fundamentals – Applications – Limits Dr.-Ing. Bert Putzar |
| title_full_unstemmed | Simulating Large-Scale Morphodynamics of a Tidally Dominated Mixed Energy Coast Fundamentals – Applications – Limits Dr.-Ing. Bert Putzar |
| title_short | Simulating Large-Scale Morphodynamics of a Tidally Dominated Mixed Energy Coast Fundamentals – Applications – Limits |
| title_sort | simulating large scale morphodynamics of a tidally dominated mixed energy coast fundamentals applications limits |
| topic | Dynamische Geomorphologie (DE-588)4132461-4 gnd Küstenmeer (DE-588)4073860-7 gnd |
| topic_facet | Dynamische Geomorphologie Küstenmeer Nordseeküste Deutsche Bucht Hochschulschrift |
| url | http://d-nb.info/1171370458/04 http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=030899778&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV002583660 |
| work_keys_str_mv | AT putzarbert simulatinglargescalemorphodynamicsofatidallydominatedmixedenergycoastfundamentalsapplicationslimits AT shakerverlag simulatinglargescalemorphodynamicsofatidallydominatedmixedenergycoastfundamentalsapplicationslimits |