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9780387301747

Open-Channel Flow

by
  • ISBN13:

    9780387301747

  • ISBN10:

    0387301747

  • Edition: 2nd
  • Format: Hardcover
  • Copyright: 2007-12-01
  • Publisher: SPRINGER - VERLAG
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Summary

Analysis of open-channel flow is needed for the planning, design, and operation of water-resource projects. The use of computers and the availability of efficient computational procedures has simplified such analysis as well as made it possible to handle complex systems. This book presents modern computational procedures for such analyses and other necessary up-to-date information on calculating open-channel flow.

Table of Contents

Prefacep. vii
Basic Conceptsp. 1
Introductionp. 2
Definitionsp. 2
Classification of Flowsp. 4
Steady and Unsteady Flowsp. 5
Uniform and Nonuniform flowsp. 7
Laminar and Turbulent Flowsp. 7
Subcritical, Supercritical, and Critical Flowsp. 8
Terminologyp. 8
Velocity Distributionp. 9
Energy Coefficientp. 11
Momentum Cefficientp. 13
Example 1-1p. 15
Pressure Distributionp. 16
Static Conditionsp. 16
Horizontal, Parallel Flowp. 16
Parallel Flow in Sloping Channelsp. 17
Curvilinear Flowp. 18
Reynolds Transport Theoremp. 20
Computer Programp. 21
Summaryp. 21
Referencesp. 26
Conservation Lawsp. 27
Introductionp. 28
Conservation of Massp. 28
Conservation of Momentump. 29
Equation of Motionp. 31
Steady Flowp. 33
Steady, Uniform Flowp. 33
Unsteady, Nonuniform Flowp. 34
Specific Energyp. 34
Application of Momentum and Energy Equationsp. 37
Channel Transitionp. 38
Example 2-1p. 42
Hydraulic Jumpp. 43
Example 2-2p. 45
Hydraulic Jump at Sluice Gate Outletp. 47
Example 2-3p. 48
Summaryp. 50
Referencesp. 54
Critical Flowp. 55
Introductionp. 56
Rectangular Channelp. 56
Specific Energyp. 56
Unit dischargep. 58
Specific forcep. 59
Wave Celerityp. 60
Non-Rectangular Channelp. 63
Specific Energyp. 63
Specific Forcep. 64
Application of Critical Flowp. 65
Constant-width Channel with Bottom Stepp. 66
Horizontal Variable-width Channelp. 67
Example 3-1p. 67
Location of Critical Flowp. 69
Computation of Critical Depthp. 70
Design curvesp. 70
Trial-and-Error Procedurep. 71
Numerical Methodsp. 71
Example 3-2p. 72
Critical Depths in Compound Channelsp. 74
General Remarksp. 75
Example 3-3p. 77
Algorithm for Computing the Critical Depthsp. 79
Summaryp. 80
Referencesp. 84
Uniform Flowp. 87
Introductionp. 88
Flow Resistancep. 88
Flow Resistance Equationsp. 89
Chezy Equationp. 89
Manning Equationp. 94
Other Resistance Equationsp. 100
Computation of Normal Depthp. 102
Example 4-1p. 104
Equivalent Manning Constantp. 106
Compound Channel Cross Sectionp. 107
Summaryp. 109
Referencesp. 115
Gradually Varied Flowp. 119
Introductionp. 120
Governing Equationp. 120
Classification of Water-Surface Profilesp. 122
General Remarksp. 125
Sketching of Water-Surface Profilesp. 127
Example 5-1p. 129
Example 5-2p. 131
Discharge From a Reservoirp. 131
Example 5-3p. 134
Profiles in Compound Channelsp. 136
Example 5-4p. 137
Example 5-5p. 140
Summaryp. 144
Referencesp. 149
Computation of Gradually Varied Flowp. 151
Introductionp. 152
General Remarksp. 152
Direct-Step Methodp. 156
Example 6-1p. 158
Standard Step Methodp. 160
Example 6-2p. 164
Integration of Differential Equationp. 166
Single-step Methodsp. 166
Euler methodp. 168
Improved Euler methodp. 169
Modified Euler Methodp. 170
Fourth-order Runge-Kutta Methodp. 171
Predictor-Corrector Methodsp. 172
Simultaneous Solution Procedurep. 172
Governing Equationsp. 174
Single and Series Channelsp. 175
Channel Networksp. 180
Example 6-3p. 186
Practical Applicationsp. 187
Computer Programsp. 188
Summaryp. 188
Referencesp. 194
Rapidly Varied Flowp. 199
Introductionp. 200
Application of Conservation Lawsp. 201
Channel Transitionsp. 203
General Remarksp. 203
Subcritical Flowp. 204
Supercritical Flowp. 208
Oblique Hydraulic Jumpp. 210
Weirsp. 212
Sharp-Crested Weirsp. 212
Broad-Crested Weirsp. 214
Hydraulic Jumpp. 215
Ratio of Sequent Depthsp. 215
Length of Jumpp. 216
Jump Profilep. 217
Jump typesp. 217
Energy lossp. 219
Jump Locationp. 220
Control of Jumpp. 222
Spillwaysp. 224
Overflow Spillwayp. 225
Energy Dissipatorsp. 228
Stilling Basinsp. 231
Flip Bucketsp. 232
Roller Bucketsp. 234
Summaryp. 237
Referencesp. 241
Computation of Rapidly Varied Flowp. 247
Introductionp. 248
Governing Equationsp. 249
Characteristic directionsp. 251
Coordinate Transformationsp. 252
Computation of Supercritical Flowp. 254
Finite-difference methodsp. 254
Boundary Conditionsp. 256
Verificationp. 258
Computation of Sub- and Supercritical Flowsp. 261
Numerical Solutionp. 261
Verificationp. 267
Simulation of Hydraulic Jumpp. 270
Governing Equationsp. 271
Numerical Solutionp. 271
Computational Procedurep. 27
Resultsp. 274
Summaryp. 276
Referencesp. 276
Channel Designp. 279
Introductionp. 280
Rigid-Boundary Channelsp. 280
Example 9-1p. 282
Most Efficient Hydraulic Sectionp. 283
Erodible Channelsp. 286
Permissible Velocity Methodp. 286
Example 9-2p. 288
Tractive Force Methodp. 289
Example 9-3p. 292
Alluvial Channelsp. 295
Regime Theoryp. 295
Example 9-4p. 296
Summaryp. 297
Referencesp. 298
Special Topicsp. 301
Introductionp. 302
Flow in a Channel Connecting Two Reservoirsp. 302
Mild bottom slopep. 302
Steep bottom slopep. 307
Air Entrainment in High-Velocity Flowp. 308
Flow Through Culvertsp. 312
Flow Measurementp. 315
Velocity-area methodp. 316
Slope-area methodp. 316
Flumesp. 317
Summaryp. 317
Referencesp. 319
Unsteady Flowp. 323
Introductionp. 324
Definitionsp. 324
Occurrence of Unsteady Flowp. 326
Height and Celerity of a Gravity Wavep. 326
Continuity equationp. 327
Momentum equationp. 328
Example 11-1p. 330
Summaryp. 331
Referencesp. 332
Governing Equations for One-Dimensional Flowp. 333
Introductionp. 334
St. Venant Equationsp. 334
Continuity Equationp. 335
Momentum Equationp. 337
General Remarksp. 340
Boussinesq Equationsp. 341
Continuity equationp. 341
Momentum Equation in z-directionp. 342
Momentum Equation in x-directionp. 343
Integral Formsp. 345
Summaryp. 346
Referencesp. 347
Numerical Methodsp. 349
Introductionp. 350
Method of characteristicsp. 350
Characteristicsp. 353
Initial and Boundary Conditionsp. 356
Characteristic Grid Methodp. 359
Method of Specified Intervalsp. 361
Other Numerical Methodsp. 362
Summaryp. 363
Referencesp. 364
Finite-Difference Methodsp. 367
Introductionp. 368
Terminologyp. 368
Finite-difference approximationsp. 368
Explicit Finite-Difference Schemesp. 372
Unstable schemep. 372
Diffusive schemep. 372
MacCormack Schemep. 377
Lambda schemep. 379
Gabutti Schemep. 382
Implicit Finite-Difference Schemesp. 385
Preissmann Schemep. 385
Beam and Warming schemep. 388
VasilievVasiliev, O. F. schemep. 390
Consistencyp. 390
Stabilityp. 392
Example 14-1p. 396
Summaryp. 397
Referencesp. 400
Two-Dimensional Flowp. 407
Introductionp. 408
Governing Equationsp. 408
Numerical Solutionp. 416
MacCormack Schemep. 419
General formulationp. 420
Boundary conditionsp. 421
Gabutti Schemep. 423
General formulationp. 423
Boundary conditionsp. 425
Artificial Viscosityp. 426
Beam and Warming Schemesp. 427
General formulationp. 427
Factored schemesp. 430
Implicit split-flux factoringp. 431
Boundary conditionsp. 433
Finite-Volume Schemep. 434
Predictor partp. 436
Corrector partp. 436
Applicationsp. 437
Partial breach or opening of sluice gatesp. 438
Propagation of a flood wave through channel contractionp. 440
Comparison with other methodsp. 447
Summaryp. 447
Referencesp. 448
Sediment Transportp. 453
Introductionp. 454
Sediment propertyp. 454
Sediment sizep. 455
Size distributionp. 455
Sand-bed and gravel-bed streamsp. 457
Threshold of sediment motionp. 458
Critical Shields stress for sediment mixturep. 460
Condition for significant suspensionp. 460
Shields diagramp. 461
The Exner equation of bed sediment conservationp. 463
Exner equation for multiple size fractionp. 464
Bed-load transport relationsp. 465
Bed load transport relations for poorly sorted sedimentp. 467
Suspended-load transportp. 468
Entrainment Relationsp. 469
Resistance relationsp. 471
Separation of form dragp. 472
Summaryp. 474
Referencesp. 475
Special Topicsp. 479
Introductionp. 480
Rating Curvep. 480
Flood Routingp. 481
Reservoir Routingp. 482
Channel Routingp. 484
Kinematic Routingp. 486
Diffusion Routingp. 489
Muskingum-Cunge Routingp. 491
Aggradation and Degradation of Channel Bottomp. 492
Introductionp. 492
Governing equationsp. 493
Numerical Schemep. 494
Applicationsp. 497
Aggradation due to sediment overloadingp. 498
Knickpoint migrationp. 499
Referencesp. 502
Subject Indexp. 507
Author Indexp. 517
Table of Contents provided by Ingram. All Rights Reserved.

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