Hydraulic Engineering

The book includes a section on cavitation in hydraulic structures and a concise introduction to the physics of cavitation and application to hydraulic structures. It applies the laws of similitude to the use of physical models to improve hydraulic design and computer programs for the numerical solution of unsteady flow in closed and open channels.

John A. Roberson and John J. Cassidy are the authors of Hydraulic Engineering, 2nd Edition, published by Wiley.

Chapter 1 Introduction

1

(19)

1-1 Scope of Hydraulic Engineering

2

(6)

1-2 Historical Perspective

8

(7)

1-3 Trends for the Future

15

(5)

Chapter 2 Hydrology

20

(84)

2-1 General Considerations

21

(1)

2-2 Project Needs

21

(1)

2-3 Hydrologic Cycle

22

(3)

2-4 Statistics and Probability

25

(13)

2-5 Precipitation

38

(21)

2-6 Surface Runoff

59

(16)

2-7 Streamflow

75

(14)

2-8 Obtaining Hydrologic Data

89

(2)

2-9 Computer Programs for Hydrology

91

(13)

Chapter 3 Groundwater

104

(52)

3-1 General Considerations

105

(1)

3-2 Occurrence of Groundwater

106

(3)

3-3 Principles of Groundwater Flow

109

(4)

3-4 One-Dimensional Steady Groundwater Flow

113

(4)

3-5 Well Hydraulics

117

(12)

3-6 Pumping Tests

129

(1)

3-7 Recharging or Injection Wells

130

(2)

3-8 Boundaries of Aquifers

132

(2)

3-9 Well Fields

134

(1)

3-10 Groundwater Recharge and Safe Yield

135

(3)

3-11 Other Analytical Tools

138

(18)

Chapter 4 Open Channel Flow

156

(66)

4-1 General Considerations

157

(1)

4-2 Steady-Uniform Flow in Open Channels

157

(15)

4-3 Steady-Nonuniform Flow in Open Channels

172

(29)

4-4 Measurement of Discharge in Open Channels

201

(21)

Chapter 5 Closed Conduit Flow

222

(68)

5-1 General Considerations

223

(1)

5-2 Energy Equation

223

(2)

5-3 Head Loss

225

(17)

5-4 Head-Discharge Relations for Pump or Turbine

242

(1)

5-5 Conduit Systems

243

(13)

5-6 Instruments and Procedures for Discharge Measurement

256

(8)

5-7 Forces and Stresses in Pipes and Bends

264

(10)

5-8 Pipe Materials

274

(1)

5-9 Large Conduit Design

275

(15)

Chapter 6 Dams and Reservoirs

290

(57)

6-1 The Planning Process

291

(2)

6-2 Types of Dams

293

(19)

6-3 River Diversion

312

(4)

6-4 Dam Safety

316

(6)

6-5 Reservoirs

322

(25)

Chapter 7 Hydraulic Structures

347

(65)

7-1 Functions of Hydraulic Structures

348

(1)

7-2 Culverts and Bridge Openings

349

(9)

7-3 Dam Appurtenances

358

(21)

7-4 Hydroelectric Facilities

379

(4)

7-5 Pump Intakes

383

(3)

7-6 Cavitation in Hydraulic Structures

386

(4)

7-7 Experimental Design

390

(6)

7-8 Diffusers for Wastewater

396

(8)

7-9 Thermal Effluent Diffusers for Power Plants

404

(8)

Chapter 8 Hydraulic Machinery

412

(57)

8-1 An Introduction to Pumps and Turbines

413

(2)

8-2 Dimensionless Parameters for Turbomachines

415

(2)

8-3 Axial-Flow Pumps

417

(3)

8-4 Radial- and Mixed-Flow Pumps

420

(6)

8-5 Performance Characteristics Under Abnormal Operating Conditions

426

(2)

8-6 Specific Speed

428

(1)

8-7 Multistage Pumps

429

(1)

8-8 Cavitation in Pumps and Suction Limitations

430

(3)

8-9 Pumps Operating in a Pipe System

433

(2)

8-10 Pumps Operated in Combination

435

(3)

8-11 Hydraulic Turbines

438

(17)

8-12 Pump Turbines

455

(1)

8-13 Viscous Effects

456

(1)

8-14 Other Types of Pumps

457

(12)

Chapter 9 Flood Damage Reduction

469

(45)

9-1 Flooding and Historical Control

470

(3)

9-2 Flood Reduction Measures

473

(9)

9-3 Flood Plain Management

482

(1)

9-4 Delineation of the Flood Plain

482

(8)

9-5 Flood Plain Encroachment

490

(4)

9-6 Risk Based Design

494

(5)

9-7 Reservoir Operation for Reduction of Flood Damages

499

(6)

9-8 Nonstructural Aspects of Flood Control

505

(9)

Chapter 10 Mathematical Modeling of Hydraulic Systems

514

(36)

10-1 Mathematical Models

515

(3)

10-2 Errors in Numerical Analysis

518

(1)

10-3 Interpolations

519

(3)

10-4 Nonlinear Algebraic Equations

522

(6)

10-5 Quadrature

528

(1)

10-6 Linear Algebraic Equations

529

(2)

10-7 Ordinary Differential Equations

531

(8)

10-8 Finite-Difference Approximations

539

(2)

10-9 Transport Processes

541

(9)

Chapter 11 Unsteady Closed-Conduit Flows

550

(37)

11-1 Definitions

551

(2)

11-2 Time for Flow Establishment in a Pipe

553

(2)

11-3 Pressure Change Produced by a Velocity Change

555

(2)

11-4 Wave Speed

557

(2)

11-5 Pressure Wave Propagation and Reflections

559

(2)

11-6 Governing Equations

561

(4)

11-7 Solution of Momentum and Continuity Equations

565

(1)

11-8 Method of Characteristics

566

(3)

11-9 Boundary Conditions

569

(4)

11-10 Computational Procedure

573

(5)

11-11 Transients Caused by Pumps

578

(1)

11-12 Control Devices

579

(1)

11-13 Surge Tank Water-Level Oscillations

580

(7)

Chapter 12 Unsteady Open-Channel Flows

587

(34)

12-1 Definitions

588

(1)

12-2 Governing Equations

588

(4)

12-3 Methods of Solution

592

(1)

12-4 Method of Characteristics

593

(2)

12-5 Finite-Difference Methods

595

(1)

12-6 Explicit Methods

596

(1)

12-7 Implicit Finite-Difference Methods

597

(5)

12-8 Comparison of Explicit and Implicit Methods

602

(1)

12-9 Flood Routing

603

(1)

12-10 Reservoir Routing

603

(5)

12-11 Channel Routing

608

(2)

12-12 Approximate Methods

610

(11)

Appendix

621

(1)

Nomenclature and Dimensions

622

(5)

Areas, Centroids and Moments of Inertia of Plane Areas

627

(1)

Miscellaneous Conversion Factors for Units Commonly Used in Hydrology

628

(1)

Conversion Factors from Traditional to SI Units

629

(3)

Commonly Used Equivalent Units in Hydraulic Engineering

632

(2)

Physical Properties of Water at Atmospheric Pressure--SI System of Units

634

(1)

Physical Properties of Water at Atmospheric Pressure-Traditional System of Units

635

(1)

Average Annual Precipitation in the U.S.

636

(1)

Average Annual Lake Evaporation in the U.S.

637

(2)

Index

639

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Hydraulic Engineering

Summary

Author Biography

Table of Contents

Supplemental Materials