Fluvial hydrodynamics: hydrodynamic and sediment transport phenomena
Gespeichert in:
| 1. Verfasser: | |
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| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
Heidelberg [u.a.]
Springer
2014
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| Schriftenreihe: | Geoplanet: Earth and planetary sciences
3 |
| Schlagworte: | |
| Online-Zugang: | Inhaltstext Inhaltsverzeichnis |
| Beschreibung: | XXXII, 687 S. Ill., graph. Darst. |
| ISBN: | 3642190618 9783642190612 |
Internformat
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| 245 | 1 | 0 | |a Fluvial hydrodynamics |b hydrodynamic and sediment transport phenomena |c Subhasish Dey |
| 264 | 1 | |a Heidelberg [u.a.] |b Springer |c 2014 | |
| 300 | |a XXXII, 687 S. |b Ill., graph. Darst. | ||
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Datensatz im Suchindex
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CONTENTS
1 INTRODUCTION 1
1.1 GENERAL 1
1.2 SCOPE OF THIS BOOK 3
1.3 COVERAGE OF THIS BOOK 3
1.4 PHYSICAL PROPERTIES OF FLUID AND SEDIMENT 4
1.4.1 MASS DENSITIES OF FLUID AND SEDIMENT 4
1.4.2 SPECIFIC WEIGHTS OF FLUID AND SEDIMENT 5
1.4.3 RELATIVE DENSITIES OF FLUID AND SEDIMENT 5
1.4.4 VISCOSITY OF FLUID 6
1.4.5 SIZE OF A SEDIMENT PARTICLE 7
1.4.6 SHAPE OF A SEDIMENT PARTICLE 9
1.5 PROPERTIES OF SEDIMENT MIXTURE 10
1.5.1 SIZE DISTRIBUTION 10
1.5.2 POROSITY, VOID RATIO, DRY MASS DENSITY,
AND DRY SPECIFIC WEIGHT 12
1.5.3 ANGLE OF REPOSE 13
1.6 PROPERTIES OF FLUID AND SUSPENDED SEDIMENT MIXTURE 14
1.7 TERMINAL FALL VELOCITY OF SEDIMENT IN FLUID 16
1.7.1 TERMINAL FALL VELOCITY OF A SPHERICAL PARTICLE 16
1.7.2 TERMINAL FALL VELOCITY OF SEDIMENT PARTICLES 18
1.8 EXAMPLES 21
REFERENCES 26
2 HYDRODYNAMIC PRINCIPLES 29
2.1 GENERAL 29
2.2 RATES OF DEFORMATION 32
2.3 CONSERVATION OF MASS 35
2.3.1 CONTINUITY EQUATION IN THREE DIMENSIONS 37
2.3.2 CONTINUITY EQUATION FOR OPEN-CHANNEL FLOW 39
2.4 CONSERVATION OF MOMENTUM 41
2.4.1 MOMENTUM EQUATION IN THREE DIMENSIONS 43
2.4.2 MOMENTUM EQUATION FOR OPEN-CHANNEL FLOW 48
XXV
HTTP://D-NB.INFO/1009310550
XXV
J CONTENTS
2.5 CONSERVATION OF ENERGY 54
2.5.1 ENERGY EQUATION FOR OPEN-CHANNEL FLOW 56
2.6 THE BOUNDARY LAYER 65
2.6.1 CHARACTERISTICS OF BOUNDARY LAYER 66
2.6.2 VON K&RM&N
MOMENTUM INTEGRAL EQUATION 69
2.7 FLOW IN CURVED CHANNELS 74
2.7.1 SUPERELEVATION IN CURVED CHANNELS 77
2.7.2 VELOCITY DISTRIBUTIONS IN CURVED CHANNELS 77
2.7.3 BED SHEAR STRESS DISTRIBUTION IN CURVED CHANNELS . 80
2.8 HYDRODYNAMIC DRAG AND LIFT ON A PARTICLE 81
2.8.1 THE DRAG 81
2.8.2 THE LIFT 84
2.9 APPENDIX 85
2.9.1 NAVIER-STOKES AND CONTINUITY EQUATIONS
IN A CYLINDRICAL POLAR COORDINATE SYSTEM 85
2.9.2 NAVIER-STOKES AND CONTINUITY EQUATIONS
IN A SPHERICAL POLAR COORDINATE SYSTEM 86
2.10 EXAMPLES 87
REFERENCES 93
3 TURBULENCE IN OPEN-CHANNEL FLOWS 95
3.1 GENERAL 95
3.2 DECOMPOSITION AND AVERAGING PROCEDURE 96
3.3 CONTINUITY EQUATION 98
3.4 EQUATION OF MOTION (REYNOLDS EQUATIONS) 99
3.4.1 SHEAR STRESS IN STEADY-UNIFORM FLOW IN
AN OPEN CHANNEL 101
3.5 CLASSICAL TURBULENCE THEORIES 103
3.5.1 PRANDTL'S MIXING LENGTH THEORY 103
3.5.2 SIMILARITY HYPOTHESIS OF VON KARMDN 106
3.6 CLASSIFICATION OF FLOW FIELD IN OPEN CHANNELS 106
3.7 VELOCITY DISTRIBUTION 108
3.7.1 THE LINEAR LAW IN VISCOUS SUBLAYER 109
3.7.2 THE LOGARITHMIC LAW IN TURBULENT WALL
SHEAR LAYER 109
3.7.3 LAW IN BUFFER LAYER 115
3.7.4 LOG-WAKE LAW AND VELOCITY DEFECT LAW 116
3.8 TURBULENCE INTENSITY 118
3.9 BED SHEAR STRESS 119
3.9.1 BED SHEAR STRESS FROM BED SLOPE 120
3.9.2 BED SHEAR STRESS FROM VELOCITY DISTRIBUTION 120
3.9.3 BED SHEAR STRESS FROM AVERAGE VELOCITY 121
3.9.4 BED SHEAR STRESS FROM REYNOLDS SHEAR STRESS
DISTRIBUTION 122
CONTENTS XXVII
3.9.5 BED SHEAR STRESS FROM TURBULENT KINETIC ENERGY
DISTRIBUTION 123
3.9.6 BED SHEAR STRESS FROM SPECTRAL DENSITY FUNCTION. . 124
3.9.7 BED SHEAR STRESS FROM VERTICAL REYNOLDS NORMAL
STRESS DISTRIBUTION 124
3.9.8 BED SHEAR STRESS AND REYNOLDS SHEAR STRESS
FOR UNSTEADY-NONUNIFORM FLOW: DEY-LAMBERT'S
APPROACH 125
3.10 SECONDARY CURRENTS AND DIP PHENOMENON 131
3.10.1 SECONDARY CURRENTS 131
3.10.2 DIP PHENOMENON 133
3.11 ISOTROPIC TURBULENCE THEORY 137
3.11.1 ENERGY CASCADE PROCESS 137
3.11.2 INTEGRAL SCALE 137
3.11.3 KOLMOGOROV HYPOTHESES 139
3.11.4 TAYLOR MICRO-SCALE 142
3.11.5 TRANSFORMATION OF LENGTH SCALE TO WAVE NUMBER . 143
3.11.6 SPECTRUM FUNCTION 143
3.12 ANISOTROPY IN TURBULENCE 146
3.13 HIGHER-ORDER CORRELATIONS 148
3.14 TURBULENT KINETIC ENERGY FLUX 150
3.15 TURBULENT KINETIC ENERGY BUDGET 151
3.16 CONCEPT OF BURST 155
3.16.1 COHERENT STRUCTURES AND BURST 156
3.16.2 QUADRANT ANALYSIS 158
3.17 PROBABILITY DISTRIBUTIONS OF TURBULENCE 162
3.17.1 BOSE-DEY UNIVERSAL PROBABILITY THEORY 162
3.18 DOUBLE-AVERAGING CONCEPT 172
3.19 EXAMPLE 180
REFERENCES 183
4 SEDIMENT THRESHOLD 189
4.1 GENERAL 189
4.2 DEFINITION OF SEDIMENT THRESHOLD 190
4.3 THRESHOLD VELOCITY CONCEPT 191
4.3.1 YANG'S THRESHOLD VELOCITY MODEL 194
4.4 LIFT FORCE CONCEPT 196
4.5 THRESHOLD BED SHEAR STRESS CONCEPT 198
4.5.1 EMPIRICAL EQUATIONS 198
4.5.2 SEMITHEORETICAL ANALYSES 199
4.5.3 THRESHOLD BED SHEAR STRESS ON SLOPING BEDS 224
4.6 PROBABILISTIC CONCEPT OF ENTRAINMENT 230
4.6.1 GESSLER'S APPROACH 231
4.6.2 GRASS'S APPROACH 232
XXVIN CONTENTS
4.6.3 WU AND CHOU'S APPROACH 233
4.6.4 OTHER INVESTIGATIONS 238
4.7 TURBULENCE-INDUCED ENTRAINMENT CONCEPT 239
4.8 THRESHOLD OF NONUNIFORM SEDIMENT MOTION 243
4.9 STABLE CHANNEL DESIGN 245
4.9.1 STRAIGHT TRAPEZOIDAL CHANNELS 245
4.9.2 STABLE-IDEAL SECTION OF A THRESHOLD CHANNEL 246
4.10 EXAMPLES 251
REFERENCES 254
5 BED-LOAD TRANSPORT 261
5.1 GENERAL 261
5.2 DEFINITION OF BED-LOAD TRANSPORT 263
5.3 BED SHEAR STRESS CONCEPT FOR BED-LOAD TRANSPORT 264
5.3.1 DU BOYS' APPROACH 264
5.3.2 DU BOYS TYPE EQUATIONS 266
5.3.3 OTHER EMPIRICAL RELATIONSHIPS INVOLVING BED SHEAR
STRESS 270
5.4 DISCHARGE CONCEPT FOR BED-LOAD TRANSPORT 272
5.5 VELOCITY CONCEPT FOR BED-LOAD TRANSPORT 272
5.6 BEDFORM CONCEPT FOR BED-LOAD TRANSPORT 273
5.7 PROBABILISTIC CONCEPT FOR BED-LOAD TRANSPORT 274
5.7.1 EINSTEIN'S APPROACH 274
5.7.2 EMPIRICAL REFINEMENT OF EINSTEIN FORMULA 280
5.7.3 MODIFIED EINSTEIN'S APPROACH 281
5.7.4 ENGELUND AND FREDS0E'S APPROACH 283
5.8 DETERMINISTIC CONCEPT FOR BED-LOAD TRANSPORT 285
5.8.1 BAGNOLD'S APPROACH 285
5.8.2 YALIN'S APPROACH 289
5.9 EQUAL MOBILITY CONCEPT FOR BED-LOAD TRANSPORT 292
5.10 SEDIMENT PICKUP FUNCTION 292
5.11 SALTATION 294
5.11.1 CHARACTERISTICS OF SALTATION 294
5.11.2 PARTICLE TRAJECTORY AND CHARACTERISTIC PARAMETERS
(VAN RIJN'S APPROACH) 295
5.12 FRACTIONAL BED LOAD OF NONUNIFORM SEDIMENTS 299
5.13 SEDIMENT SORTING AND STREAMBED ARMORING 303
5.14 SEDIMENT ENTRAINMENT PROBABILITY TO BED LOAD 305
5.15 EFFECTS OF BED LOAD ON VELOCITY DISTRIBUTION 309
5.16 EFFECTS OF BED LOAD ON LENGTH SCALES OF TURBULENCE 312
5.17 EFFECTS OF BED LOAD ON VON K&RMN
CONSTANT
K
315
5.18 EXAMPLES 317
REFERENCES 322
CONTENTS XXIX
6 SUSPENDED-LOAD TRANSPORT 327
6.1 GENERAL 327
6.2 DIFFUSION CONCEPT 328
6.2.1 BACKGROUND 328
6.2.2 GENERALIZED ADVECTION-DIFFUSION EQUATION
OF SUSPENDED SEDIMENT MOTION 329
6.2.3 GOVERNING EQUATION OF VERTICAL DISTRIBUTION
OF SEDIMENT CONCENTRATION 333
6.2.4 DISTRIBUTION OF SEDIMENT CONCENTRATION 336
6.2.5 STRATIFICATION EFFECTS ON CONCENTRATION
DISTRIBUTION 352
6.2.6 NONEQUILIBRIUM SEDIMENT CONCENTRATION
DISTRIBUTION 354
6.2.7 VERTICAL DISTRIBUTION OF SEDIMENT CONCENTRATION
DUE TO NONUNIFORM STREAMWISE VARIATION
OF CONCENTRATION 356
6.2.8 REFERENCE LEVEL AND REFERENCE CONCENTRATION 359
6.2.9 SUSPENDED LOAD BY DIFFUSION APPROACH 362
6.3 ENERGY CONCEPT 373
6.3.1 VELIKANOV'S APPROACH 373
6.3.2 BAGNOLD'S APPROACH 377
6.3.3 WU ET AL.'S APPROACH 379
6.4 THRESHOLD CONDITION FOR SEDIMENT SUSPENSION 380
6.4.1 CHENG AND CHIEW'S PROBABILISTIC APPROACH 381
6.4.2 BOSE AND DEY'S PROBABILISTIC APPROACH 382
6.5 EFFECTS OF SUSPENDED LOAD ON BED-LOAD TRANSPORT 386
6.6 EFFECTS OF SUSPENDED LOAD ON VELOCITY DISTRIBUTION 387
6.6.1 EINSTEIN AND CHIEN'S CONTRIBUTION 388
6.6.2 UMEYAMA AND GERRITSEN'S CONTRIBUTION 389
6.6.3 CASTRO-ORGAZ ET AL.'S CONTRIBUTION 389
6.7 EFFECTS OF SUSPENDED LOAD ON VON KDRMAN CONSTANT
K
394
6.8 EFFECTS OF SEDIMENT SUSPENSION ON TURBULENCE
CHARACTERISTICS 397
6.8.1 EFFECTS ON TURBULENT STRESSES 397
6.8.2 RESPONSE OF TURBULENT BURSTING TO SEDIMENT
SUSPENSION 399
6.9 WASH LOAD 402
6.10 EXAMPLES 404
REFERENCES 410
7 TOTAL-LOAD TRANSPORT 417
7.1 GENERAL 417
7.2 INDIRECT APPROACH 418
7.2.1 EINSTEIN'S APPROACH 418
XXX
CONTENTS
7.2.2 MODIFIED EINSTEIN PROCEDURE 419
7.2.3 BAGNOLD'S APPROACH 424
7.2.4 CHANG ET AL.'S APPROACH 425
7.3 DIRECT APPROACH 425
7.3.1 LAURSEN'S APPROACH 425
7.3.2 BISHOP ET AL.'S APPROACH 426
7.3.3 ENGELUND AND HANSEN'S APPROACH 427
7.3.4 GRAF AND ACAROGLU'S APPROACH 429
7.3.5 ACKERS AND WHITE'S APPROACH 430
7.3.6 YANG'S APPROACH 431
7.3.7 BROWNLIE'S APPROACH 432
7.3.8 KARIM AND KENNEDY'S APPROACH 433
7.3.9 MOLINAS AND WU'S APPROACH 435
7.3.10 YANG AND LIM'S APPROACH 435
7.3.11 SINNAKAUDAN ET AL.'S APPROACH 436
7.4 TOTAL-LOAD TRANSPORT OF NONUNIFORM SEDIMENTS 436
7.5 EXAMPLES 437
REFERENCES 451
8 BEDFORMS 453
8.1 GENERAL 453
8.2 BEDFORMS 454
8.2.1 RIPPLES 454
8.2.2 DUNES 458
8.2.3 TRANSITION AND PLANE BED 465
8.2.4 ANTIDUNES 465
8.2.5 CHUTES AND POOLS 466
8.3 BARS 467
8.4 PREDICTION OF BEDFORMS 468
8.5 MATHEMATICAL DEVELOPMENTS 474
8.5.1 EXNER'S MODEL 474
8.5.2 KINEMATIC MODEL 476
8.5.3 POTENTIAL FLOW MODEL 480
8.5.4 BOSE-DEY INSTABILITY THEORY 491
8.6 BED FEATURES IN GRAVEL-BED STREAMS 505
8.7 RESISTANCE TO FLOW DUE TO BEDFORMS 508
8.7.1 EINSTEIN AND BARBAROSSA'S METHOD 511
8.7.2 ENGELUND'S METHOD 512
8.7.3 KARIM AND KENNEDY'S METHOD 514
8.7.4 VAN RIJN'S METHOD 515
8.7.5 NELSON AND SMITH'S METHOD 516
8.7.6 WRIGHT AND PARKER'S METHOD 517
8.8 EXAMPLES 519
REFERENCES 525
CONTENTS
XXX
'
9 FLUVIAL PROCESSES: MEANDERING AND BRAIDING 529
9.1 GENERAL 529
9.2 MEANDERING RIVERS 534
9.2.1 MEANDER PLANFORM CHARACTERISTICS 539
9.2.2 CONCEPTS OF MEANDERING 539
9.3 MATHEMATICAL MODELING OF MEANDERING RIVERS 542
9.3.1 IKEDA AND NISHIMURA'S MODEL 542
9.3.2 ODGAARD'S MODEL 549
9.4 BRAIDED RIVERS 555
9.4.1 MECHANISM OF BRAID FORMATION 556
REFERENCES 560
10 SCOUR 563
10.1 GENERAL 563
10.2 SCOUR WITHIN CHANNEL CONTRACTIONS 564
10.2.1 LAURSEN'S MODEL 565
10.2.2 DEY AND RAIKAR'S MODEL 567
10.2.3 MAXIMUM SCOUR DEPTH PREDICTION 569
10.2.4 OTHER SCOUR DEPTH PREDICTORS 571
10.3 SCOUR DOWNSTREAM OF STRUCTURES 573
10.3.1 SCOUR BELOW DROP STRUCTURES 573
10.3.2 SCOUR DOWNSTREAM OF GRADE-CONTROL STRUCTURES 576
10.3.3 SCOUR DOWNSTREAM OF BED SILLS 576
10.3.4 SCOUR DUE TO HORIZONTAL JETS ISSUING
FROM A GATE OPENING 579
10.4 SCOUR BELOW HORIZONTAL PIPELINES 581
10.4.1 ESTIMATION OF GAP DISCHARGE 584
10.4.2 SCOUR DEPTH ESTIMATION 586
10.5 SCOUR AT BRIDGE PIERS 589
10.5.1 KINEMATIC MODEL OF HORSESHOE VORTEX 592
10.5.2 SCOUR DEPTH PREDICTION 594
10.6 SCOUR AT BRIDGE ABUTMENTS 602
10.6.1 SCOUR DEPTH PREDICTION 605
10.7 SCOUR COUNTERMEASURES 608
10.8 APPENDIX 612
10.8.1 SUBMERGED WALL JETS 612
10.8.2 COMPUTATION OF SCOUR DUE TO SUBMERGED
WALL JETS 617
10.9 EXAMPLES 619
REFERENCES 635
XXXII
CONTENTS
11 DIMENSIONAL ANALYSIS AND SIMILITUDE 641
11.1 GENERAL 641
11.2 DIMENSIONAL ANALYSIS 643
11.2.1 SYNTHESIS OF EXPERIMENTAL DATA 643
11.2.2 DIMENSIONAL SYSTEM 645
11.2.3 BUCKINGHAM IT THEOREM 646
11.2.4 STEPS INVOLVED IN ANALYSIS BY IT THEOREM 648
11.3 SIMILITUDE 651
11.3.1 CONCEPT OF DYNAMIC SIMILITUDE FOR MODEL STUDIES. . . 651
11.3.2 IMMOBILE BED MODEL STUDIES 656
11.3.3 MOBILE BED MODEL STUDIES 658
11.4 EXAMPLES 661
REFERENCES 667
ABOUT THE AUTHOR 669
AUTHOR INDEX 671
SUBJECT INDEX 681 |
| any_adam_object | 1 |
| author | Dey, Subhasish |
| author_facet | Dey, Subhasish |
| author_role | aut |
| author_sort | Dey, Subhasish |
| author_variant | s d sd |
| building | Verbundindex |
| bvnumber | BV041196548 |
| classification_rvk | RB 10357 |
| ctrlnum | (OCoLC)724793221 (DE-599)DNB1009310550 |
| dewey-full | 551.353 |
| dewey-hundreds | 500 - Natural sciences and mathematics |
| dewey-ones | 551 - Geology, hydrology, meteorology |
| dewey-raw | 551.353 |
| dewey-search | 551.353 |
| dewey-sort | 3551.353 |
| dewey-tens | 550 - Earth sciences |
| discipline | Geologie / Paläontologie Geographie |
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| id | DE-604.BV041196548 |
| illustrated | Illustrated |
| indexdate | 2024-09-10T00:59:41Z |
| institution | BVB |
| isbn | 3642190618 9783642190612 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-026171515 |
| oclc_num | 724793221 |
| open_access_boolean | |
| owner | DE-29 DE-703 DE-824 |
| owner_facet | DE-29 DE-703 DE-824 |
| physical | XXXII, 687 S. Ill., graph. Darst. |
| publishDate | 2014 |
| publishDateSearch | 2014 |
| publishDateSort | 2014 |
| publisher | Springer |
| record_format | marc |
| series | Geoplanet: Earth and planetary sciences |
| series2 | Geoplanet: Earth and planetary sciences |
| spelling | Dey, Subhasish Verfasser aut Fluvial hydrodynamics hydrodynamic and sediment transport phenomena Subhasish Dey Heidelberg [u.a.] Springer 2014 XXXII, 687 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Geoplanet: Earth and planetary sciences 3 Sedimenttransport (DE-588)4180614-1 gnd rswk-swf Fluviale Sedimentation (DE-588)4113593-3 gnd rswk-swf Hydrodynamik (DE-588)4026302-2 gnd rswk-swf Fließgewässer (DE-588)4017551-0 gnd rswk-swf Fließgewässer (DE-588)4017551-0 s Hydrodynamik (DE-588)4026302-2 s Fluviale Sedimentation (DE-588)4113593-3 s Sedimenttransport (DE-588)4180614-1 s DE-604 Erscheint auch als Online-Ausgabe 978-3-642-19062-9 Geoplanet: Earth and planetary sciences 3 (DE-604)BV042084393 3 X:MVB text/html http://deposit.dnb.de/cgi-bin/dokserv?id=3644394&prov=M&dok_var=1&dok_ext=htm Inhaltstext DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=026171515&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Dey, Subhasish Fluvial hydrodynamics hydrodynamic and sediment transport phenomena Geoplanet: Earth and planetary sciences Sedimenttransport (DE-588)4180614-1 gnd Fluviale Sedimentation (DE-588)4113593-3 gnd Hydrodynamik (DE-588)4026302-2 gnd Fließgewässer (DE-588)4017551-0 gnd |
| subject_GND | (DE-588)4180614-1 (DE-588)4113593-3 (DE-588)4026302-2 (DE-588)4017551-0 |
| title | Fluvial hydrodynamics hydrodynamic and sediment transport phenomena |
| title_auth | Fluvial hydrodynamics hydrodynamic and sediment transport phenomena |
| title_exact_search | Fluvial hydrodynamics hydrodynamic and sediment transport phenomena |
| title_full | Fluvial hydrodynamics hydrodynamic and sediment transport phenomena Subhasish Dey |
| title_fullStr | Fluvial hydrodynamics hydrodynamic and sediment transport phenomena Subhasish Dey |
| title_full_unstemmed | Fluvial hydrodynamics hydrodynamic and sediment transport phenomena Subhasish Dey |
| title_short | Fluvial hydrodynamics |
| title_sort | fluvial hydrodynamics hydrodynamic and sediment transport phenomena |
| title_sub | hydrodynamic and sediment transport phenomena |
| topic | Sedimenttransport (DE-588)4180614-1 gnd Fluviale Sedimentation (DE-588)4113593-3 gnd Hydrodynamik (DE-588)4026302-2 gnd Fließgewässer (DE-588)4017551-0 gnd |
| topic_facet | Sedimenttransport Fluviale Sedimentation Hydrodynamik Fließgewässer |
| url | http://deposit.dnb.de/cgi-bin/dokserv?id=3644394&prov=M&dok_var=1&dok_ext=htm http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=026171515&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV042084393 |
| work_keys_str_mv | AT deysubhasish fluvialhydrodynamicshydrodynamicandsedimenttransportphenomena |