http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
1 online resource (608 pages) : 300 illustrations.
Cover -- Title Page -- Copyright Page -- Dedication -- Contents -- Preface -- Acknowledgments -- About the Author -- 1 Basic Principles -- 1.1 Introduction -- 1.2 Characteristics of Open Channel Flow -- 1.3 Solution of Open Channel Flow Problems -- 1.4 Purpose -- 1.5 Historical Background -- 1.6 Definitions -- 1.7 Basic Equations -- 1.8 A Note on Turbulence -- 1.9 Surface versus Form Resistance -- 1.10 Dimensional Analysis -- 1.11 Computer Programs -- 2 Specific Energy -- 2.1 Definition of Specific Energy -- 2.2 Specific Energy Diagram -- 2.3 Choke -- 2.4 Discharge Diagram -- 2.5 Contractions and Expansions with Head Loss -- 2.6 Critical Depth in Nonrectangular Sections -- 2.7 Overbank Flow -- 2.8 Weirs -- 2.9 Energy Equation in a Stratified Flow -- 3 Momentum -- 3.1 Introduction -- 3.2 Hydraulic Jump -- 3.3 Stilling Basins -- 3.4 Surges -- 3.5 Bridge Piers -- 3.6 Spur Dikes -- 3.7 Supercritical Transitions -- 4 Uniform Flow -- 4.1 Introduction -- 4.2 Dimensional Analysis -- 4.3 Momentum Analysis -- 4.4 Background of the Chezy and Manning Formulas -- 4.5 Turbulence and Flow Resistance -- 4.6 Discussion of Factors Affecting fand n -- 4.7 Selection of Manning?s nin Natural Channels -- 4.8 Channels with Composite Roughness -- 4.9 Uniform Flow Computations -- 4.10 Partly Full Flow in Smooth, Circular Conduits -- 4.11 Street Gutter Flow -- 4.12 Gravity Sewer Design -- 4.13 Compound Channels -- 4.14 Design of Channels with Flexible Linings -- 4.15 Slope Classification -- 4.16 Flood Control Channels -- 4.17 Dimensionally Homogeneous Manning?s Formula -- 4.18 Channel Photographs -- 5 Gradually Varied Flow -- 5.1 Introduction -- 5.2 Equation of Gradually Varied Flow -- 5.3 Classification of Water Surface Profiles -- 5.4 Lake Discharge Problem -- 5.5 Water Surface Profile Computation -- 5.6 Distance Determined from Depth Changes -- 5.7 Depth Computed from Distance Changes -- 5.8 Natural Channels -- 5.9 Floodway Encroachment Analysis -- 5.10 Bresse Solution -- 5.11 Spatially Varied Flow -- 6 Hydraulic Structures -- 6.1 Introduction -- 6.2 Spillways -- 6.3 Spillway Aeration -- 6.4 Stepped Spillways -- 6.5 Culverts -- 6.6 Bridges -- 7 Governing Equations of Unsteady Flow -- 7.1 Introduction -- 7.2 Derivation of Saint-Venant Equations -- 7.3 Transformation to Characteristic Form -- 7.4 Mathematical Interpretation of Characteristics -- 7.5 Initial and Boundary Conditions -- 7.6 Simple Wave -- 8 Numerical Solution of the Unsteady Flow Equations -- 8.1 Introduction -- 8.2 Method of Characteristics -- 8.3 Boundary Conditions -- 8.4 Explicit Finite Difference Methods -- 8.5 Implicit Finite Difference Method -- 8.6 Comparison of Numerical Methods -- 8.7 Shocks -- 8.8 Dam-Break Problem -- 8.9 Practical Aspects of River Computations -- 9 Simplified Methods of Flow Routing -- 9.1 Introduction -- 9.2 Hydrologic Routing -- 9.3 Kinematic Wave Routing -- 9.4 Diffusion Routing -- 9.5 Muskingum-Cunge Method -- 10 Flow in Alluvial Channels -- 10.1 Introduction -- 10.2 Sediment Properties -- 10.3 Initiation of Motion -- 10.4 Application to Stable Channel Design -- 10.5 Bed Forms -- 10.6 Stage-Discharge Relationships -- 10.7 Sediment Discharge -- 10.8 Streambed Adjustments and Scour -- 11 Three-Dimensional CFD Modeling for Open Channel Flows -- 11.1 Introduction -- 11.2 Governing Equations -- 11.3 Discretization of the Governing Equations -- 11.4 Boundary Conditions -- 11.5 RANS Case Study -- 11.6 LES Application -- Index.
Electronic reproduction. New York, N.Y. : McGraw Hill, 2021. Mode of access: World Wide Web. System requirements: Web browser. Access may be restricted to users at subscribing institutions.
Mode of access: Internet via World Wide Web.
Includes bibliographical references and index.
New York, N.Y. : McGraw-Hill Education, 2021