Loose boundary hydraulics:
Saved in:
| Main Author: | |
|---|---|
| Format: | Book |
| Language: | English |
| Published: |
Oxford [u.a.]
Pergamon Pr.
1990
|
| Edition: | 3. ed. |
| Subjects: | |
| Online Access: | Inhaltsverzeichnis |
| Physical Description: | XVII, 538 S. |
| ISBN: | 0080340741 0080340733 |
Staff View
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Record in the Search Index
| _version_ | 1804135843080699904 |
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| adam_text | LOOSE BOUNDARY HYDRAULICS THIRD EDITION BY A. J. RAUDKIVI PROFESSOR OF
CIVIL ENGINEERING UNIVERSITY OF AUCKLAND, NEW ZEALAND PERGAMON PRESS
MEMBER OF THE MAXWELL MACMILLAN PERGAMON PUBLISHING CORPORATION OXFORD *
NEW YORK * BEIJING * FRANKFURT SAO PAULO * SYDNEY * TOKYO * TORONTO
CONTENTS PREFACE IX LIST OF SYMBOLS XI 1 INTRODUCTION 1 2 SEDIMENT
PROPERTIES 11 2.1 SEDIMENT CHARACTERISTICS 11 2.2 THE FALL VELOCITY 15
2.3 EFFECT ON VISCOSITY 26 3 THRESHOLD OF PARTICLE MOVEMENT 28 3.1
CONCEPTS OF THRESHOLD 28 3.2 EFFECTS OF FLOW CHARACTERISTICS AND BED
SURFACE STRUCTURE 37 3.3 THRESHOLD IN AIR 44 3.4 DILATATION STRESS IN
GRAIN-FLUID MIXTURES 48 4 SAND TRANSPORT BY AIR 51 4.1 THE SURFACE CREEP
52 4.2 EFFECTS OF SAND MOVEMENT ON WIND 52 4.3 INSTABILITY OF A FLAT
SAND SURFACE 54 4.4 RIDGES AND DUNES 56 4.5 TRANSPORT BY WIND 57 5
GEOMETRY OF FLUVIAL CHANNELS 61 5.1 LARGE SCALE FEATURES 62 5.1.1
SCOURING OF THE RIVER BED 79 (5.2 BED FEATURES 80 5.2.1 ANALYTICAL
MODELS 94 5.3 BED FEATURES OF GRAVEL RIVERS 109 5.4 ARMOURING 112 5.5
SECONDARY CURRENTS 115 6 CHANNEL ROUGHNESS 119 6.1 GENERAL RELATIONSHIPS
119 ^6.2 RESISTANCE IN ALLUVIAL CHANNELS 124 6.3 METHODS OF ESTIMATION
OF FLOW DEPTH 131 7 SEDIMENT TRANSPORT 142 7.1 BED LOAD TRANSPORT 143
7.1.1 DU BOYS TYPE FORMULAE 143 7.1.2 FORMULAE BASED ON PROBABILITY
CONCEPTS 147 7.1.3 FORMULAE BASED ON WORK DONE 156 7.1.4 COMMENTS 160
7.2 SUSPENDED SEDIMENT TRANSPORT 162 7.2.1 THE DIFFUSION APPROACH 163
7.2.2 THE ENERGY APPROACH 176 7.2.3 STATISTICAL MODELS 182 7.2.4
NUMERICAL MODELS 183 7.2.5 REFERENCE CONCENTRATION -184 7.2.6 SUSPENDED
SEDIMENT LOAD I87 7.2.7 WASH LOAD 195 7.2.8 COMMENTS 196 7.3 TOTAL
SEDIMENT TRANSPORT RATE 197 7.3.1 EXAMPLE 204 7.3.2 COMMENTS 206 8
STABLE CHANNEL DESIGN 210 8.1 THE EMPIRICAL STABLE CHANNEL DESIGN 210
8.2 TRACTIVE FORCE METHOD OF STABLE CHANNEL DESIGN 220 8.2.1 DRAG
DISTRIBUTION AND RESISTANCE TO MOTION 224 8.2.2 DESIGN VALUES FOR
BOUNDARY SHEAR 226 8.2.3 THE MINIMUM STABLE CROSS-SECTION 226 8.2.4
DESIGN BY TRACTIVE FORCE METHOD 230 8.3 DISCUSSION 235 9 EROSION AND
DEPOSITION .237 9.1 SOIL EROSION 238 9.2 CONSTRICTION SCOUR 243 9.3
SCOUR AT BRIDGE PIERS 245 9.3.1 FLOW PATTERN AT A CYLINDRICAL PIER 246
9.3.2 SCOUR IN UNIFORM SEDIMENT 248 9.3.3 EFFECT OF SEDIMENT GRADING 251
9.3.4 EFFECT OF PIER TO SEDIMENT SIZE RATIO 253 9.3.5 EFFECT OF FLOW
DEPTH 255 9.3.6 EFFECT OF ALIGNMENT AND SHAPE 255 9.3.7 LOCAL SCOUR IN
LAYERED SEDIMENTS 257 9.3.8 LOCAL SCOUR UNDER UNSTEADY FLOW 258 9.3.9
SCOUR PROTECTION 258 9.3.10 SCOUR AT PILE GROUP PIERS 260 9.3.11 SUMMARY
OF PIER SCOUR ESTIMATION 265 9.4 SCOUR AT ABUTMENTS AND SPUR DIKES 265
9.4.1 DISCUSSION 272 9.5 SCOUR AT CULVERT OUTLETS 275 9.6 SCOUR DUE TO
PLUNGING JETS 277 9.7 SCOUR AT STILLING BASINS 279 9.8 RIP-RAP SCOUR
PROTECTION 283 9.9 DEGRADATION AND AGGRADATION 287 9.9.1 DEGRADATION 287
9.9.2 AGGRADATION 293 10 COHESIVE SEDIMENTS 300 10.1 CLAY MINERALS ^ 300
10.2 CLAY-WATER ELECTROLYTE SYSTEM 306 10.3 EROSION OF COHESIVE SOILS
309 10.3.1 THE EROSION PROCESS 319 10.3.2 THE RATE PROCESS THEORY 320
10.4 EROSION OF COHESIVE MUDS . 331 10.4.1 SUSPENSION, FLOCCULATION,
SETTLING 332 10.4.2 DEPOSITION 335 10.4.3 EROSION 339 11 COASTAL
PROCESSES 346 11.1 INTRODUCTION ; 346 11.2 ELEMENTS OF WAVE THEORY 348
11.2.1 THE LINEAR OF AIRY WAVES 350 11.2.2 HIGHER ORDER WAVE THEORIES
354 11.2.3 WAVE GROUPS 361 11.2.4 WIND WAVES 362 11.2.5 STATISTICAL
DEFINITIONS OF WAVE PARAMETERS 363 11.2.6 WAVE BOUNDARY LAYERS AND
FRICTION FACTOR 365 11.2.7 WAVES IN SHOALING WATER 367 11.2.8 BREAKING
WAVES 373 11.2.9 RADIATION STRESS, WAVE SET-UP 377 11.3 CURRENTS IN
COASTAL WATERS 381 11.3.1 THE LONGSHORE CURRENT 383 11.3.1.1 THE DRIVING
FORCE 386 11.3.1.2 BED FRICTION FORCE 387 11.3.1.3 LATERAL FRICTION
FORCE 393 11.3.1.4 CALCULATION OF LONGSHORE CURRENT 396 11.4 INCIPIENT
MOTION AND BED FEATURES 402 11.4.1 INCIPIENT SEDIMENT MOTION UNDER WAVES
402 11.4.2 BED FEATURES AND ROUGHNESS 407 11.5 SUSPENSION OF SEDIMENT
418 11.5.1 SUSPENSION OFFSHORE OF BREAKERS 418 11.5.2 SUSPENSION IN THE
SURF ZONE 424 11.5.3 ANALYTICAL MODELS OF CONCENTRATION DISTRIBUTION 429
11.6 TRANSPORT OF SEDIMENT BY WAVE ACTION 433 11.6.1 TRANSPORT OUTSIDE
THE BREAKER LINE 434 11.6.2 TRANSPORT WITHIN THE SURF ZONE 441 11.7
BEACH PROFILE AND SHAPE 447 11.7.1 ANALYTICAL PROFILE MODELS 454 11.7.2
BEACH NOURISHMENT 457 11.7.3 COASTLINE SHAPE 457 11.7.4 BARRIERS, SPITS
AND DELTAS 463 12 TRANSPORT IN PIPELINES 472 12.1 HOMOGENEOUS
SUSPENSIONS IN HORIZONTAL PIPE 475 12.2 HETEROGENEOUS SUSPENSIONS IN
HORIZONTAL PIPE 477 12.3 LIMIT OR DEPOSIT VELOCITY 482 12.4
NON-HORIZONTAL PIPELINE 486 12.5 MEASUREMENT OF TRANSPORT 487 12.6
PARTIALLY FILLED PIPES 488 REFERENCES 490 SUBJECT INDEX 527 AUTHOR INDEX
533
|
| adam_txt |
LOOSE BOUNDARY HYDRAULICS THIRD EDITION BY A. J. RAUDKIVI PROFESSOR OF
CIVIL ENGINEERING UNIVERSITY OF AUCKLAND, NEW ZEALAND PERGAMON PRESS
MEMBER OF THE MAXWELL MACMILLAN PERGAMON PUBLISHING CORPORATION OXFORD *
NEW YORK * BEIJING * FRANKFURT SAO PAULO * SYDNEY * TOKYO * TORONTO
CONTENTS PREFACE IX LIST OF SYMBOLS XI 1 INTRODUCTION 1 2 SEDIMENT
PROPERTIES 11 2.1 SEDIMENT CHARACTERISTICS 11 2.2 THE FALL VELOCITY 15
2.3 EFFECT ON VISCOSITY 26 3 THRESHOLD OF PARTICLE MOVEMENT 28 3.1
CONCEPTS OF THRESHOLD 28 3.2 EFFECTS OF FLOW CHARACTERISTICS AND BED
SURFACE STRUCTURE 37 3.3 THRESHOLD IN AIR 44 3.4 DILATATION STRESS IN
GRAIN-FLUID MIXTURES 48 4 SAND TRANSPORT BY AIR 51 4.1 THE SURFACE CREEP
52 4.2 EFFECTS OF SAND MOVEMENT ON WIND 52 4.3 INSTABILITY OF A FLAT
SAND SURFACE 54 4.4 RIDGES AND DUNES 56 4.5 TRANSPORT BY WIND 57 5
GEOMETRY OF FLUVIAL CHANNELS 61 5.1 LARGE SCALE FEATURES 62 5.1.1
SCOURING OF THE RIVER BED 79 (5.2 BED FEATURES 80 5.2.1 ANALYTICAL
MODELS 94 5.3 BED FEATURES OF GRAVEL RIVERS 109 5.4 ARMOURING 112 5.5
SECONDARY CURRENTS 115 6 CHANNEL ROUGHNESS 119 6.1 GENERAL RELATIONSHIPS
119 ^6.2 RESISTANCE IN ALLUVIAL CHANNELS 124 6.3 METHODS OF ESTIMATION
OF FLOW DEPTH 131 7 SEDIMENT TRANSPORT 142 7.1 BED LOAD TRANSPORT 143
7.1.1 DU BOYS TYPE FORMULAE 143 7.1.2 FORMULAE BASED ON PROBABILITY
CONCEPTS 147 7.1.3 FORMULAE BASED ON WORK DONE 156 7.1.4 COMMENTS 160
7.2 SUSPENDED SEDIMENT TRANSPORT 162 7.2.1 THE DIFFUSION APPROACH 163
7.2.2 THE ENERGY APPROACH 176 7.2.3 STATISTICAL MODELS 182 7.2.4
NUMERICAL MODELS 183 7.2.5 REFERENCE CONCENTRATION -184 7.2.6 SUSPENDED
SEDIMENT LOAD I87 7.2.7 WASH LOAD 195 7.2.8 COMMENTS 196 7.3 TOTAL
SEDIMENT TRANSPORT RATE 197 7.3.1 EXAMPLE 204 7.3.2 COMMENTS 206 8
STABLE CHANNEL DESIGN 210 8.1 THE EMPIRICAL STABLE CHANNEL DESIGN 210
8.2 TRACTIVE FORCE METHOD OF STABLE CHANNEL DESIGN 220 8.2.1 DRAG
DISTRIBUTION AND RESISTANCE TO MOTION 224 8.2.2 DESIGN VALUES FOR
BOUNDARY SHEAR 226 8.2.3 THE MINIMUM STABLE CROSS-SECTION 226 8.2.4
DESIGN BY TRACTIVE FORCE METHOD 230 8.3 DISCUSSION 235 9 EROSION AND
DEPOSITION .237 9.1 SOIL EROSION 238 9.2 CONSTRICTION SCOUR 243 9.3
SCOUR AT BRIDGE PIERS 245 9.3.1 FLOW PATTERN AT A CYLINDRICAL PIER 246
9.3.2 SCOUR IN UNIFORM SEDIMENT 248 9.3.3 EFFECT OF SEDIMENT GRADING 251
9.3.4 EFFECT OF PIER TO SEDIMENT SIZE RATIO 253 9.3.5 EFFECT OF FLOW
DEPTH 255 9.3.6 EFFECT OF ALIGNMENT AND SHAPE 255 9.3.7 LOCAL SCOUR IN
LAYERED SEDIMENTS 257 9.3.8 LOCAL SCOUR UNDER UNSTEADY FLOW 258 9.3.9
SCOUR PROTECTION 258 9.3.10 SCOUR AT PILE GROUP PIERS 260 9.3.11 SUMMARY
OF PIER SCOUR ESTIMATION 265 9.4 SCOUR AT ABUTMENTS AND SPUR DIKES 265
9.4.1 DISCUSSION 272 9.5 SCOUR AT CULVERT OUTLETS 275 9.6 SCOUR DUE TO
PLUNGING JETS 277 9.7 SCOUR AT STILLING BASINS 279 9.8 RIP-RAP SCOUR
PROTECTION 283 9.9 DEGRADATION AND AGGRADATION 287 9.9.1 DEGRADATION 287
9.9.2 AGGRADATION 293 10 COHESIVE SEDIMENTS 300 10.1 CLAY MINERALS ^ 300
10.2 CLAY-WATER ELECTROLYTE SYSTEM 306 10.3 EROSION OF COHESIVE SOILS
309 10.3.1 THE EROSION PROCESS 319 10.3.2 THE RATE PROCESS THEORY 320
10.4 EROSION OF COHESIVE MUDS . 331 10.4.1 SUSPENSION, FLOCCULATION,
SETTLING 332 10.4.2 DEPOSITION 335 10.4.3 EROSION 339 11 COASTAL
PROCESSES 346 11.1 INTRODUCTION ; 346 11.2 ELEMENTS OF WAVE THEORY 348
11.2.1 THE LINEAR OF AIRY WAVES 350 11.2.2 HIGHER ORDER WAVE THEORIES
354 11.2.3 WAVE GROUPS 361 11.2.4 WIND WAVES 362 11.2.5 STATISTICAL
DEFINITIONS OF WAVE PARAMETERS 363 11.2.6 WAVE BOUNDARY LAYERS AND
FRICTION FACTOR 365 11.2.7 WAVES IN SHOALING WATER 367 11.2.8 BREAKING
WAVES 373 11.2.9 RADIATION STRESS, WAVE SET-UP 377 11.3 CURRENTS IN
COASTAL WATERS 381 11.3.1 THE LONGSHORE CURRENT 383 11.3.1.1 THE DRIVING
FORCE 386 11.3.1.2 BED FRICTION FORCE 387 11.3.1.3 LATERAL FRICTION
FORCE 393 11.3.1.4 CALCULATION OF LONGSHORE CURRENT 396 11.4 INCIPIENT
MOTION AND BED FEATURES 402 11.4.1 INCIPIENT SEDIMENT MOTION UNDER WAVES
402 11.4.2 BED FEATURES AND ROUGHNESS 407 11.5 SUSPENSION OF SEDIMENT
418 11.5.1 SUSPENSION OFFSHORE OF BREAKERS 418 11.5.2 SUSPENSION IN THE
SURF ZONE 424 11.5.3 ANALYTICAL MODELS OF CONCENTRATION DISTRIBUTION 429
11.6 TRANSPORT OF SEDIMENT BY WAVE ACTION 433 11.6.1 TRANSPORT OUTSIDE
THE BREAKER LINE 434 11.6.2 TRANSPORT WITHIN THE SURF ZONE 441 11.7
BEACH PROFILE AND SHAPE 447 11.7.1 ANALYTICAL PROFILE MODELS 454 11.7.2
BEACH NOURISHMENT 457 11.7.3 COASTLINE SHAPE 457 11.7.4 BARRIERS, SPITS
AND DELTAS 463 12 TRANSPORT IN PIPELINES 472 12.1 HOMOGENEOUS
SUSPENSIONS IN HORIZONTAL PIPE 475 12.2 HETEROGENEOUS SUSPENSIONS IN
HORIZONTAL PIPE 477 12.3 LIMIT OR DEPOSIT VELOCITY 482 12.4
NON-HORIZONTAL PIPELINE 486 12.5 MEASUREMENT OF TRANSPORT 487 12.6
PARTIALLY FILLED PIPES 488 REFERENCES 490 SUBJECT INDEX 527 AUTHOR INDEX
533 |
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| id | DE-604.BV021897757 |
| illustrated | Not Illustrated |
| index_date | 2024-07-02T16:04:29Z |
| indexdate | 2024-07-09T20:46:56Z |
| institution | BVB |
| isbn | 0080340741 0080340733 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-015112940 |
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| physical | XVII, 538 S. |
| publishDate | 1990 |
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| publishDateSort | 1990 |
| publisher | Pergamon Pr. |
| record_format | marc |
| spelling | Raudkivi, A. J. 1920-2022 Verfasser (DE-588)1050226682 aut Loose boundary hydraulics by A. J. Raudkivi 3. ed. Oxford [u.a.] Pergamon Pr. 1990 XVII, 538 S. txt rdacontent n rdamedia nc rdacarrier Sédiments (Géologie) - Transport Sediment transport Sedimenttransport (DE-588)4180614-1 gnd rswk-swf Feststofftransport (DE-588)4253149-4 gnd rswk-swf Hydraulik (DE-588)4026288-1 gnd rswk-swf Hydraulik (DE-588)4026288-1 s DE-604 Feststofftransport (DE-588)4253149-4 s Sedimenttransport (DE-588)4180614-1 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=015112940&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 | Raudkivi, A. J. 1920-2022 Loose boundary hydraulics Sédiments (Géologie) - Transport Sediment transport Sedimenttransport (DE-588)4180614-1 gnd Feststofftransport (DE-588)4253149-4 gnd Hydraulik (DE-588)4026288-1 gnd |
| subject_GND | (DE-588)4180614-1 (DE-588)4253149-4 (DE-588)4026288-1 |
| title | Loose boundary hydraulics |
| title_auth | Loose boundary hydraulics |
| title_exact_search | Loose boundary hydraulics |
| title_exact_search_txtP | Loose boundary hydraulics |
| title_full | Loose boundary hydraulics by A. J. Raudkivi |
| title_fullStr | Loose boundary hydraulics by A. J. Raudkivi |
| title_full_unstemmed | Loose boundary hydraulics by A. J. Raudkivi |
| title_short | Loose boundary hydraulics |
| title_sort | loose boundary hydraulics |
| topic | Sédiments (Géologie) - Transport Sediment transport Sedimenttransport (DE-588)4180614-1 gnd Feststofftransport (DE-588)4253149-4 gnd Hydraulik (DE-588)4026288-1 gnd |
| topic_facet | Sédiments (Géologie) - Transport Sediment transport Sedimenttransport Feststofftransport Hydraulik |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=015112940&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT raudkiviaj looseboundaryhydraulics |