River mechanics:
Saved in:
| Main Author: | |
|---|---|
| Format: | Book |
| Language: | English |
| Published: |
Oxford [u.a.]
Pergamon Pr.
1992
|
| Edition: | 1. ed. |
| Subjects: | |
| Online Access: | Inhaltsverzeichnis |
| Physical Description: | XV, 219 S. Ill., graph. Darst. |
| ISBN: | 0080401902 |
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| 100 | 1 | |a Yalin, Mehmet Selim |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a River mechanics |c M. Selim Yalin |
| 250 | |a 1. ed. | ||
| 264 | 1 | |a Oxford [u.a.] |b Pergamon Pr. |c 1992 | |
| 300 | |a XV, 219 S. |b Ill., graph. Darst. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
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| 650 | 4 | |a Chenaux | |
| 650 | 4 | |a Cours d'eau alluvionnaires | |
| 650 | 7 | |a Engenharia hidraulica e sanitaria |2 larpcal | |
| 650 | 4 | |a Hydrodynamique | |
| 650 | 4 | |a Alluvial streams | |
| 650 | 4 | |a Hydrodynamics | |
| 650 | 4 | |a River channels | |
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Record in the Search Index
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| adam_text | RIVER MECHANICS M. SELIM YALIN M.A.S.C.E., M.I.C.E., M.E.I.C.,
M.J.S.C.E. EMERITUS PROFESSOR OF CIVIL ENGINEERING, QUEEN S UNIVERSITY,
KINGSTON, CANADA BIBLIOTHEK DES FACHGEBIETEA HYDRAULIK UND HYDROLOGLE
TECHNISCHE HOCHSCHULE DARMSTADT D-6100 DARMSTADT/PETERSENSTRABE PERGAMON
PRESS OXFORD * NEW YORK * SEOUL * TOKYO CONTENTS PREFACE IX LIST OF
RELEVANT SYMBOLS XI 1. FUNDAMENTALS 1.1 WIDTH-TO-DEPTH RATIO OF A RIVER
1 1.2 DIMENSIONAL METHODS 1.2.1 CHARACTERISTIC PARAMETERS 3 1.2.2
DIMENSIONIESS VARIABLES AND FUNCTIONS 4 1.3 TWO-PHASE MOTION AND ITS
DIMENSIONIESS VARIABLES 1.3.L BASIC FORMULATION 5 1.3.2 EQUIVALENT FORMS
6 1.3.3 (B//T)-RATIO AS THE DIMENSIONIESS VARIABLE 8 1.4 MECHANICAL
PROPERTIES OF FLOW 1.4.1 SHEAR STRESS AND VELOCITY DISTRIBUTIONS 8 1.4.2
FRICTION FACTOR 11 1.5 SEDIMENT TRANSPORT 1.5.1 TWO MODES OF SEDIMENT
TRANSPORT, TRANSPORT RATES 15 1.5.2 BED-LOAD 17 1.5.3 SUSPENDED-LOAD 19
1.6 GRANULAR SKIN ROUGHNESS 21 1.7 TRANSPORT CONTINUITY EQUATION 23
1.7.1 TWO-DIMENSIONAL CONDITIONS 23 1.7.2 THREE-DIMENSIONAL CONDITIONS
24 1.8 DATA-PLOTS 26 REFERENCES 27 2. TURBULENCE 2.1 BURSTING PROCESSES
/ 2.1.1 GENERAL DESCRIPTION 29 2.1.2 SEQUENCE OF EVENTS DURING A BURST
CYCLE ^ 31 2.2 TURBULENCE SCALES --.. 2.2.1, BURST LENGTH 36 2.2.2
BURST LENGTH AND FRICTION FACTOR 39 2.2.3 LESSER BURSTS 40 2.2.4 BURST
WIDTH 41 2.2.5 VISCOUS STRUCTURES AT THE FLOW BED 42 2.2.6 SEQUENCE OF
BURSTS AND ITS CONSEQUENCES 45 2.3 HORIZONTAL TURBULENCE 2.3.1 GENERAL
DESCRIPTION 46 2.3.2 LENGTH OF HORIZONTAL BURSTS 48 2.3.3 BASIC
CONFIGURATION OF HORIZONTAL BURSTS 51 2.3.4 CONFIGURATION CRITERIA;
N-ROW HORIZONTAL BURSTS 51 2.3.5 FORMULATION OF ,/V-ROW HORIZONTAL
BURSTS 56 REFERENCES 60 3. BED FORMS AND FRICTION FACTOR 3.1
CLASSIFICATION OF BED FORMS 3.1.1 QUASI-UNIFORMITY OF FLOW AND BED FORMS
63 3.1.2 DEFINITION OF BED FORMS AND THEIR GENERAL PROPERTIES 65 3.1.3
ADDITIONAL REMARKS 68 3.2 FORMATION OF BED FORMS 3.2.1 BED FORMS CAUSED
BY BURSTS (DUNES AND BARS) 70 3.2.2 ANTIDUNES AND RIPPLES 78 3.3
STEEPNESS OF BED FORMS 3.3.1 TRANSPORT CONTINUITY EQUATION AND BED FORM
STEEPNESS 79 3.3.2 SOME ASPECTS OF THE BED FORM STEEPNESS 81 3.3.3 BED
FORM STEEPNESS AND FLOW INTENSITY R) 82 3.4 EXISTENCE REGIONS OF BED
FORMS 3.4.1 FORMULATION OF EXISTENCE REGIONS 86 3.4.2 EXPERIMENTAL
DETERMINATION OF EXISTENCE REGIONS 88 3.5 EXPERIMENTAL DATA AND BED FORM
EQUATIONS 3.5.1 DUNES 91 3.5.2 RIPPLES 97 3.5.3 ALTERNATE BARS 101 3.6
FRICTION FACTOR 3.6.1 FORMULATION OF C 104 3.6.2 COMPARISON WITH
EXPERIMENT 107 3.6.3 TOTAL BED ROUGHNESS K S 110 REFERENCES 112
REFERENCES A: SOURCES OF DUNE AND RIPPLE DATA 114 REFERENCES B: SOURCES
OF BAR DATA 115 REFERENCES C: SOURCES OF FRICTION FACTOR DATA 116 4.
REGIME CHANNELS PART I 4.1 REGIME CONCEPT 4.1.1 REGIME CHANNEL R AND ITS
DETERMINING PARAMETERS 117 4.1.2 EMPIRICAL REGIME FORMULAE 118 4.2
EXTREMAL (OR RATIONAL) METHODS 119 4.3 DIMENSIONIESS FORMULATION OF THE
REGIME CHANNEL R 4.3.1 BASIC DIMENSIONIESS FORMS 123 4.3.2 VARIABLE, X R
FUNCTIONS, II BR . H HR AND 5 R 126 4.4 (FR-F MIN) - THE BASIS OF
REGIME DEVELOPMENT 4.4.1 THE QUANTITY A. 128 4.4.2 FR-CURVES 130 4.4.3
(FR-F MIN) AND EXPERIMENTAL DATA 132 4.4.4 (FR;7))-PLANE; SAND-LIKE AND
GRAVEL-LIKE BEHAVIOUR 134 4.5 REGIME EQUATIONS 4.5.1 FORMULATION OF U BR
AND TL HR 137 4.5.2 GRAVEL CHANNELS WITH NO BED FORMS 144 4.6
COMPUTATION OF B R , H R AND S R 144 4.7 REGIME CHANNEL DEVELOPMENT
4.7.1 DEVELOPMENT OF THE REGIME WIDTH AND SLOPE 147 VI 4.7.2 INITIAL
CHANNEL 149 PART II 4.8 REGIME CROSS-SECTION 151 REFERENCES 156
REFERENCES A: TABLE 4.1 158 REFERENCES B: SOURCES OF DATA USED FOR
REGIME PLOTS 158 5. MEANDERING AND BRAIDING PART I: MEANDERING 5.1
MEANDER GEOMETRY 5.1.1 GENERAL 161 5.1.2 SINE-GENERATED CURVE 162 5.1.3
SOME CONSEQUENCES OF SINE-GENERATED CURVE 166 5.2 ORIGIN OF MEANDERS
5.2.1 MEANDERING AND HORIZONTAL BURSTS 168 5.2.2 REGIME SLOPE AND VALLEY
SLOPE 172 5.2.3 NECESSARY AND SUFFICIENT CONDITIONS FOR MEANDERING 175
5.2.4 (B/H; HID )-PLANE 176 5.3 MEANDER KINEMATICS (SCHEMATICAL OUTLINE)
5.3.1 GENERAL 179 5.3.2 MIGRATION AND EXPANSION OF MEANDERS 182 5.4
MEANDER DYNAMICS (SCHEMATICAL OUTLINE) 5.4.1 DIMENSIONIESS FORMULATION
OF CURVED CHANNEL FLOWS 185 5.4.2 FLUID MOTION IN SINUOUS CHANNELS 189
5.4.3 FLOW PATTERNS 195 5.4.4 BED DEFORMATION 199 PART II: BRAIDING 5.5.
ORIGIN OF BRAIDING 5.5.1 GENERAL 202 5.5.2 INITIAL CHANNEL 205 5.5.3
MINIMIZATION OF THE EXCESS S V - S R 207 5.6 DEVELOPMENT OF BRAIDING
5.6.1 CHANNEL DIVISION MECHANISM 208 5.6.2 SLOPE AND TRANSPORT RATE 210
5.6.3 (JS//T; HID )-PLANE 212 5.6.4 DELTA FORMATION 214 REFERENCES 215
REFERENCES A: SOURCES OF MEANDERING AND BRAIDING RIVER DATA 217 SUBJECT
INDEX 219
|
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| id | DE-604.BV009999321 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T17:44:41Z |
| institution | BVB |
| isbn | 0080401902 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-006628768 |
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| physical | XV, 219 S. Ill., graph. Darst. |
| publishDate | 1992 |
| publishDateSearch | 1992 |
| publishDateSort | 1992 |
| publisher | Pergamon Pr. |
| record_format | marc |
| spelling | Yalin, Mehmet Selim Verfasser aut River mechanics M. Selim Yalin 1. ed. Oxford [u.a.] Pergamon Pr. 1992 XV, 219 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Chenaux Cours d'eau alluvionnaires Engenharia hidraulica e sanitaria larpcal Hydrodynamique Alluvial streams Hydrodynamics River channels Flusskunde (DE-588)4154902-8 gnd rswk-swf Flusskunde (DE-588)4154902-8 s DE-604 HEBIS Datenaustausch Darmstadt application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=006628768&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Yalin, Mehmet Selim River mechanics Chenaux Cours d'eau alluvionnaires Engenharia hidraulica e sanitaria larpcal Hydrodynamique Alluvial streams Hydrodynamics River channels Flusskunde (DE-588)4154902-8 gnd |
| subject_GND | (DE-588)4154902-8 |
| title | River mechanics |
| title_auth | River mechanics |
| title_exact_search | River mechanics |
| title_full | River mechanics M. Selim Yalin |
| title_fullStr | River mechanics M. Selim Yalin |
| title_full_unstemmed | River mechanics M. Selim Yalin |
| title_short | River mechanics |
| title_sort | river mechanics |
| topic | Chenaux Cours d'eau alluvionnaires Engenharia hidraulica e sanitaria larpcal Hydrodynamique Alluvial streams Hydrodynamics River channels Flusskunde (DE-588)4154902-8 gnd |
| topic_facet | Chenaux Cours d'eau alluvionnaires Engenharia hidraulica e sanitaria Hydrodynamique Alluvial streams Hydrodynamics River channels Flusskunde |
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