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| Preface | |
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| Acknowledgments | |
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| Introduction | |
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| Fundamental Properties of Water | |
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| The Earth's Atmosphere and Atmospheric Pressure | |
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| The Three Phases of Water | |
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| Mass (Density) and Weight (Specific Weight) | |
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| Viscosity of Water | |
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| Surface Tension and Capillarity | |
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| Elasticity of Water | |
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| Forces in a Fluid Field | |
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| Problems | |
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| Water Pressure and Pressure Forces | |
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| The Free Surface of Water | |
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| Absolute and Gauge Pressures | |
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| Surfaces of Equal Pressure | |
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| Manometers | |
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| Hydrostatic Forces on Flat Surfaces | |
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| Hydrostatic Forces on Curved Surfaces | |
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| Buoyancy | |
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| Flotation Stability | |
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| Problems | |
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| Water Flow in Pipes | |
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| Description of Pipe Flow | |
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| The Reynolds Number | |
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| Forces in Pipe Flow | |
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| Energy in Pipe Flow | |
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| Loss of Head from Pipe Friction | |
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| Friction Factor for Laminar Flow | |
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| Friction Factor for Turbulent Flow | |
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| Empirical Equations for Friction Head Loss | |
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| Friction Head Loss-Discharge Relationships | |
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| Loss of Head in Pipe Contractions | |
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| Loss of Head in Pipe Expansions | |
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| Loss of Head in Pipe Bends | |
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| Loss of Head in Pipe Valves | |
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| Method of Equivalent Pipes | |
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| Pipes in Series | |
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| Pipes in Parallel | |
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| Problems | |
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| Pipelines and Pipe Networks | |
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| Pipelines Connecting Two Reservoirs | |
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| Negative Pressure Scenarios (Pipelines and Pumps) | |
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| Branching Pipe Systems | |
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| Pipe Networks | |
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| The Hardy-Cross Method | |
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| The Newton Method | |
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| Water Hammer Phenomenon in Pipelines | |
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| Surge Tanks | |
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| Problems | |
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| Water Pumps | |
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| Centrifugal (Radial Flow) Pumps | |
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| Propeller (Axial Flow) Pumps | |
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| Jet (Mixed-Flow) Pumps | |
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| Centrifugal Pump Characteristic Curves | |
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| Single Pump and Pipeline Analysis | |
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| Pumps in Parallel or in Series | |
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| Pumps and Branching Pipes | |
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| Pumps and Pipe Networks | |
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| Cavitation in Water Pumps | |
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| Specific Speed and Pump Similarity | |
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| Selection of a Pump | |
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| Problems | |
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| Water Flow in Open Channels | |
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| Open-Channel Flow Classifications | |
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| Uniform Flow in Open Channels | |
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| Hydraulic Efficiency of Open-Channel Sections | |
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| Energy Principles in Open-Channel Flow | |
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| Hydraulic Jumps | |
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| Gradually Varied Flow | |
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| Classifications of Gradually Varied Flow | |
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| Computation of Water Surface Profiles | |
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| Standard Step Method | |
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| Direct Step Method | |
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| Hydraulic Design of Open Channels | |
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| Unlined Channels | |
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| Rigid Boundary Channels | |
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| Problems | |
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| Groundwater Hydraulics | |
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| Movement of Groundwater | |
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| Steady Radial Flow to a Well | |
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| Steady Radial Flow in Confined Aquifers | |
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| Steady Radial Flow in Unconfined Aquifers | |
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| Unsteady Radial Flow to a Well | |
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| Unsteady Radial Flow in Confined Aquifers | |
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| Unsteady Radial Flow in Unconfined Aquifers | |
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| Field Determination of Aquifer Characteristics | |
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| Equilibrium Test in Confined Aquifers | |
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| Equilibrium Test in Unconfined Aquifers | |
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| Nonequilibrium Test | |
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| Aquifer Boundaries | |
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| Surface Investigations of Groundwater | |
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| The Electrical Resistivity Method | |
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| Seismic Wave Propagation Methods | |
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| Seawater Intrusion in Coastal Areas | |
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| Seepage Through Dam Foundations | |
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| Seepage Through Earth Dams | |
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| Problems | |
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| Hydraulic Structures | |
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| Functions of Hydraulic Structures | |
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| Dams: Functions and Classifications | |
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| Stability of Gravity and Arch Dams | |
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| Gravity Dams | |
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| Arch Dams | |
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| Small Earth Dams | |
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| Weirs | |
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| Overflow Spillways | |
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| Side-Channel Spillways | |
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| Siphon Spillways | |
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| Culverts | |
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| Stilling Basins | |
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| Problems | |
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| Water Pressure, Velocity, and Discharge Measurements | |
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| Pressure Measurements | |
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| Velocity Measurements | |
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| Discharge Measurements in Pipes | |
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| Discharge Measurements in Open Channels | |
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| Sharp-Crested Weirs | |
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| Broad-Crested Weirs | |
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| Venturi Flumes | |
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| Problems | |
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| Hydraulic Similitude and Model Studies | |
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| Dimensional Homogeneity | |
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| Principles of Hydraulic Similitude | |
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| Phenomena Governed by Viscous Forces: Reynolds Number Law | |
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| Phenomena Governed by Gravity Forces: Froude Number Law | |
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| Phenomena Governed by Surface Tension: Weber Number Law | |
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| Phenomena Governed by Both Gravity and Viscous Forces | |
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| Models for Floating and Submerged Bodies | |
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| Open-Channel Models | |
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| The Pi Theorem | |
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| Problems | |
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| Hydrology for Hydraulic Design | |
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| The Hydrologic Cycle | |
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| Precipitation | |
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| Design Storm | |
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| Surface Runoff and Stream Flow | |
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| Rainfall-Runoff Relationships: The Unit Hydrograph | |
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| Rainfall-Runoff Relationships: SCS Procedures | |
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| Losses from Rainfall and Rainfall Excess | |
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| Time of Concentration | |
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| SCS Synthetic Unit Hydrograph | |
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| SCS Design Hydrograph | |
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| Storage Routing | |
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| Hydraulic Design: The Rational Method | |
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| Design of Stormwater-Collection Systems | |
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| Design of Stormwater Pipes | |
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| Problems | |
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| Statistical Methods in Hydrology | |
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| Concepts of Probability | |
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| Statistical Parameters | |
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| Probability Distributions | |
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| Normal Distribution | |
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| Log-Normal Distribution | |
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| Gumbel Distribution | |
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| Log-Pearson Type III Distribution | |
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| Return Period and Hydrologic Risk | |
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| Frequency Analysis | |
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| Frequency Factors | |
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| Testing Goodness of Fit | |
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| Confidence Limits | |
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| Frequency Analysis Using Probability Graphs | |
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| Probability Graphs | |
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| Plotting Positions | |
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| Data Plotting and Theoretical Distributions | |
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| Estimating Future Magnitudes | |
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| Rainfall Intensity-Duration-Frequency Relationships | |
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| Applicability of Statistical Methods | |
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| Problems | |
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| Symbols | |
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| Answers to Selected Problems | |
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| Index | |