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Bibliographic Details
Main Author:	Yalin, Mehmet S. (Author)
Format:	Book
Language:	English
Published:	Oxford [u.a.] Pergamon Pr. 1992
Edition:	1. ed.
Subjects:	Rivers Chenaux Cours d'eau alluvionnaires Engenharia hidraulica e sanitaria Flussbau Hydrodynamique Strömungsmechanik Alluvial streams Hydrodynamics River channels Flusskunde
Online Access:	Inhaltsverzeichnis
Physical Description:	XV, 220 S.
ISBN:	0080401902

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MARC


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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
adam_txt	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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spelling	Yalin, Mehmet S. Verfasser aut River mechanics M. Selim Yalin 1. ed. Oxford [u.a.] Pergamon Pr. 1992 XV, 220 S. txt rdacontent n rdamedia nc rdacarrier Rivers Chenaux Cours d'eau alluvionnaires Engenharia hidraulica e sanitaria larpcal Flussbau swd Hydrodynamique Strömungsmechanik swd Alluvial streams Hydrodynamics River channels Flusskunde (DE-588)4154902-8 gnd rswk-swf Flusskunde (DE-588)4154902-8 s 1\p DE-604 HEBIS Datenaustausch Darmstadt application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=015125031&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis 1\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk
spellingShingle	Yalin, Mehmet S. River mechanics Rivers Chenaux Cours d'eau alluvionnaires Engenharia hidraulica e sanitaria larpcal Flussbau swd Hydrodynamique Strömungsmechanik swd 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_exact_search_txtP	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	Rivers Chenaux Cours d'eau alluvionnaires Engenharia hidraulica e sanitaria larpcal Flussbau swd Hydrodynamique Strömungsmechanik swd Alluvial streams Hydrodynamics River channels Flusskunde (DE-588)4154902-8 gnd
topic_facet	Rivers Chenaux Cours d'eau alluvionnaires Engenharia hidraulica e sanitaria Flussbau Hydrodynamique Strömungsmechanik Alluvial streams Hydrodynamics River channels Flusskunde
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work_keys_str_mv	AT yalinmehmets rivermechanics

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