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• Cover
• About the Author
• Acknowledgments
• Preface
• Chapter 1: Introduction
• 1.1 BACKGROUND
• 1.2 THE WORLD’S FRESHWATER RESOURCES
• 1.3 WATER USE IN THE UNITED STATES
• 1.4 SYSTEMS OF UNITS
• 1.5 THE FUTURE OF WATER RESOURCES
• 1.6 WATER–ENERGY NEXUS
• REFERENCES
• Chapter 2: Water Resources Sustainability
• 2.1 WHAT IS WATER RESOURCES SUSTAINABILITY?
• 2.2 CHALLENGES TO WATER RESOURCES SUSTAINABILITY
• 2.3 SURFACE WATER SYSTEM—THE COLORADO RIVER BASIN
• 2.5 WATER BUDGETS
• 2.6 EXAMPLES OF WATER RESOURCES UNSUSTAINABILITY
• PROBLEMS
• REFERENCES
• Chapter 3: Hydraulic Processes: Flow and Hydrostatic Forces
• 3.1 PRINCIPLES
• 3.2 CONTROL VOLUME APPROACH FOR HYDROSYSTEMS
• 3.3 CONTINUITY
• 3.4 ENERGY
• 3.5 MOMENTUM
• 3.6 PRESSURE AND PRESSURE FORCES IN STATIC FLUIDS
• 3.7 VELOCITY DISTRIBUTION
• PROBLEMS
• REFERENCES
• Chapter 4: Hydraulic Processes: Pressurized Pipe Flow
• 4.1 CLASSIFICATION OF FLOW
• 4.2 PRESSURIZED (PIPE) FLOW
• 4.3 HEADLOSSES
• 4.4 FORCES IN PIPE FLOW
• 4.5 PIPE FLOW IN SIMPLE NETWORKS
• PROBLEMS
• REFERENCES
• Chapter 5: Hydraulic Processes: Open‐Channel Flow
• 5.1 STEADY UNIFORM FLOW
• 5.2 SPECIFIC ENERGY, MOMENTUM, AND SPECIFIC FORCE
• 5.3 STEADY, GRADUALLY VARIED FLOW
• 5.4 GRADUALLY VARIED FLOW FOR NATURAL CHANNELS
• 5.5 RAPIDLY VARIED FLOW
• 5.6 DISCHARGE MEASUREMENT
• PROBLEMS
• REFERENCES
• Chapter 6: Hydraulic Processes: Groundwater Flow
• 6.1 GROUNDWATER CONCEPTS
• 6.2 SATURATED FLOW
• 6.3 STEADY‐STATE ONE‐DIMENSIONAL FLOW
• 6.4 STEADY‐STATE WELL HYDRAULICS
• 6.5 TRANSIENT WELL HYDRAULICS—CONFINED CONDITIONS
• 6.6 TRANSIENT WELL HYDRAULICS—UNCONFINED CONDITIONS
• 6.7 TRANSIENT WELL HYDRAULICS—LEAKY AQUIFER CONDITIONS
• 6.8 BOUNDARY EFFECTS: IMAGE WELL THEORY
• 6.9 SIMULATION OF GROUNDWATER SYSTEMS
• PROBLEMS
• REFERENCES
• Chapter 7: Hydrologic Processes
• 7.1 INTRODUCTION TO HYDROLOGY
• 7.2 PRECIPITATION (RAINFALL)
• 7.3 EVAPORATION
• 7.4 INFILTRATION
• PROBLEMS
• REFERENCES
• Chapter 8: Surface Runoff
• 8.1 DRAINAGE BASINS AND STORM HYDROGRAPHS
• 8.2 HYDROLOGIC LOSSES, RAINFALL EXCESS, AND HYDROGRAPH COMPONENTS
• 8.3 RAINFALL‐RUNOFF ANALYSIS USING UNIT HYDROGRAPH APPROACH
• 8.4 SYNTHETIC UNIT HYDROGRAPHS
• 8.5 S‐HYDROGRAPHS
• 8.6 NRCS (SCS) RAINFALL–RUNOFF RELATION
• 8.7 CURVE NUMBER ESTIMATION AND ABSTRACTIONS
• 8.8 NRCS (SCS) UNIT HYDROGRAPH PROCEDURE
• 8.9 KINEMATIC‐WAVE OVERLAND FLOW RUNOFF MODEL
• 8.10 COMPUTER MODELS FOR RAINFALL–RUNOFF ANALYSIS
• PROBLEMS
• REFERENCES
• Chapter 9: Reservoir and Stream Flow Routing
• 9.1 ROUTING
• 9.2 HYDROLOGIC RESERVOIR ROUTING
• 9.3 HYDROLOGIC RIVER ROUTING
• 9.4 HYDRAULIC (DISTRIBUTED) ROUTING
• 9.5 KINEMATIC WAVE MODEL FOR CHANNELS
• 9.6 MUSKINGUM–CUNGE MODEL
• 9.7 IMPLICIT DYNAMIC WAVE MODEL
• PROBLEMS
• REFERENCES
• Chapter 10: Probability, Risk, and Uncertainty Analysis for Hydrologic and Hydraulic Design
• 10.1 PROBABILITY CONCEPTS
• 10.2 COMMONLY USED PROBABILITY DISTRIBUTIONS
• 10.3 HYDROLOGIC DESIGN FOR WATER EXCESS MANAGEMENT
• 10.4 HYDROLOGIC FREQUENCY ANALYSIS
• 10.5 U.S. WATER RESOURCES COUNCIL GUIDELINES FOR FLOOD FLOW FREQUENCY ANALYSIS
• 10.6 ANALYSIS OF UNCERTAINTIES
• 10.7 RISK ANALYSIS: COMPOSITE HYDROLOGIC AND HYDRAULIC RISK
• 10.8 COMPUTER MODELS FOR FLOODFLOW FREQUENCY ANALYSIS
• PROBLEMS
• REFERENCES
• Chapter 11: Water Distribution
• 11.1 INTRODUCTION
• 11.2 SYSTEM COMPONENTS
• 11.3 SYSTEM CONFIGURATION AND OPERATION
• 11.4 HYDRAULICS OF SIMPLE NETWORKS
• 11.5 PUMP SYSTEMS ANALYSIS
• 11.6 NETWORK SIMULATION
• 11.7 MODELING WATER DISTRIBUTION SYSTEMS
• 11.8 HYDRAULIC TRANSIENTS
• PROBLEMS
• REFERENCES
• Chapter 12: Stormwater Control: Storm Sewers and Detention
• 12.1 STORMWATER MANAGEMENT
• 12.2 STORM SEWER SYSTEMS
• 12.3 STORMWATER DRAINAGE CHANNELS
• 12.4 STORMWATER DETENTION
• PROBLEMS
• REFERENCES
• Chapter 13: Stormwater Control: Street and Highway Drainage and Culverts
• 13.1 DRAINAGE OF STREET AND HIGHWAY PAVEMENTS
• 13.2 HYDRAULIC DESIGN OF CULVERTS
• PROBLEMS
• REFERENCES
• Chapter 14: Design of Spillways and Energy Dissipation for Flood Control Storage and Conveyance Systems
• 14.1 HYDROLOGIC CONSIDERATIONS
• 14.2 DAMS
• 14.3 SPILLWAYS
• 14.4 HYDRAULIC‐JUMP‐TYPE STILLING BASINS AND ENERGY DISSIPATORS
• PROBLEMS
• REFERENCES
• Chapter 15: Sedimentation and Erosion Hydraulics
• 15.0 INTRODUCTION
• 15.1 PROPERTIES OF SEDIMENT
• 15.2 BED FORMS AND FLOW RESISTANCE
• 15.3 SEDIMENT TRANSPORT
• 15.4 BED LOAD FORMULAS
• 15.5 SUSPENDED LOAD
• 15.6 TOTAL SEDIMENT LOAD (BED MATERIAL LOAD FORMULAS)
• 15.7 BRIDGE SCOUR
• PROBLEMS
• REFERENCES
• Chapter 16: Water Resources Management for Sustainability
• 16.1 INTEGRATED WATER RESOURCES MANAGEMENT FOR SUSTAINABILITY
• 16.2 WATER LAW: SURFACE AND GROUNDWATER MANAGEMENT ASPECTS
• 16.3 SUSTAINABLE WATER SUPPLY METHODOLOGIES FOR ARID AND SEMI-ARID REGIONS
• 16.4 WATER RESOURCES ECONOMICS
• 16.5 WATER RESOURCE SYSTEMS ANALYSIS
• 16.6 LIFE CYCLE ASSESSMENT (LCA)
• 16.7 WATER-WISE CITIES IN THE FUTURE
• PROBLEMS
• REFERENCES
• Chapter 17: Water Withdrawals and Uses
• 17.1 WATER-USE DATA—CLASSIFICATION OF USES
• 17.2 WATER FOR ENERGY PRODUCTION
• 17.3 WATER FOR AGRICULTURE
• 17.4 WATER SUPPLY/WITHDRAWALS
• 17.5 WATER DEMAND AND PRICE ELASTICITY
• 17.6 DROUGHT MANAGEMENT
• 17.7 ANALYSIS OF SURFACE WATER SUPPLY
• PROBLEMS
• REFERENCES
• Chapter 18: Water for Hydroelectric Generation
• 18.1 ROLE OF HYDROPOWER
• 18.2 COMPONENTS OF HYDROELECTRIC PLANTS
• 18.3 DETERMINING ENERGY POTENTIAL
• PROBLEMS
• REFERENCES
• Chapter 19: Flood Control
• 19.1 INTRODUCTION
• 19.2 FLOODPLAIN MANAGEMENT
• 19.3 FLOOD-CONTROL ALTERNATIVES
• 19.4 FLOOD DAMAGE AND NET BENEFIT ESTIMATION
• 19.5 U.S. ARMY CORPS OF ENGINEERS RISK-BASED ANALYSIS FOR FLOOD-DAMAGE REDUCTION STUDIES
• 19.6 OPERATION OF RESERVOIR SYSTEMS FOR FLOOD CONTROL
• PROBLEMS
• REFERENCES
• Appendix A: Newton–Raphson Method
• FINDING THE ROOT FOR A SINGLE NONLINEAR EQUATION
• APPLICATION TO SOLVE MANNING’S EQUATION FOR NORMAL DEPTH
• FINDING THE ROOTS OF A SYSTEM OF NONLINEAR EQUATIONS
• REFERENCE
• Index
• End User License Agreement