{"product_id":"water-resources-engineering-isbn-9781119490579","title":"Water Resources Engineering","description":"\u003cp\u003eModern water conveyance and storage techniques are the product of thousands of years of human innovation; today we rely on that same innovation to devise solutions to problems surrounding the rational use and conservation of water resources, with the same overarching goal: to supply humankind with adequate, clean, freshwater. \u003ci\u003eWater Resources Engineering\u003c\/i\u003e presents an in-depth introduction to hydrological and hydraulic processes, with rigorous coverage of both core principles and practical applications.\u003c\/p\u003e \u003cp\u003eThe discussion focuses on the engineering aspects of water supply and water excess management, relating water use and the hydrological cycle to fundamental concepts of fluid mechanics, energy, and other physical concepts, while emphasizing the use of up-to-date analytical tools and methods. Now in its Third Edition, this straightforward text includes new links to additional resources that help students develop a deeper, more intuitive grasp of the material, while the depth and breadth of coverage retains a level of rigor suitable for use as a reference among practicing engineers.\u003c\/p\u003e \u003cp\u003eAbout the Author iii\u003c\/p\u003e \u003cp\u003eAcknowledgments v\u003c\/p\u003e \u003cp\u003ePreface vi\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 1 Introduction 1\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e1.1 Background 1\u003c\/p\u003e \u003cp\u003e1.2 The World’s Freshwater Resources 10\u003c\/p\u003e \u003cp\u003e1.3 Water Use in the United States 14\u003c\/p\u003e \u003cp\u003e1.4 Systems of Units 16\u003c\/p\u003e \u003cp\u003e1.5 The Future of Water Resources 18\u003c\/p\u003e \u003cp\u003e1.6 Water–Energy Nexus 19\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 2 Water Resources Sustainability 25\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e2.1 What is Water Resources Sustainability? 25\u003c\/p\u003e \u003cp\u003e2.2 Challenges to Water Resources Sustainability 28\u003c\/p\u003e \u003cp\u003e2.3 Surface Water System—The Colorado River Basin 48\u003c\/p\u003e \u003cp\u003e2.4 Groundwater Systems—The Edwards Aquifer, Texas 53\u003c\/p\u003e \u003cp\u003e2.5 Water Budgets 57\u003c\/p\u003e \u003cp\u003e2.6 Examples of Water Resources Unsustainability 63\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 3 Hydraulic Processes: Flow and Hydrostatic Forces 73\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e3.1 Principles 73\u003c\/p\u003e \u003cp\u003e3.2 Control Volume Approach for Hydrosystems 80\u003c\/p\u003e \u003cp\u003e3.3 Continuity 82\u003c\/p\u003e \u003cp\u003e3.4 Energy 84\u003c\/p\u003e \u003cp\u003e3.5 Momentum 88\u003c\/p\u003e \u003cp\u003e3.6 Pressure and Pressure Forces in Static Fluids 89\u003c\/p\u003e \u003cp\u003e3.7 Velocity Distribution 94\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 4 Hydraulic Processes: Pressurized Pipe Flow 99\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e4.1 Classification of Flow 99\u003c\/p\u003e \u003cp\u003e4.2 Pressurized (Pipe) Flow 102\u003c\/p\u003e \u003cp\u003e4.3 Headlosses 106\u003c\/p\u003e \u003cp\u003e4.4 Forces in Pipe Flow 116\u003c\/p\u003e \u003cp\u003e4.5 Pipe Flow in Simple Networks 119\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 5 Hydraulic Processes: Open-Channel Flow 127\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e5.1 Steady Uniform Flow 127\u003c\/p\u003e \u003cp\u003e5.2 Specific Energy, Momentum, and Specific Force 138\u003c\/p\u003e \u003cp\u003e5.3 Steady, Gradually Varied Flow 148\u003c\/p\u003e \u003cp\u003e5.4 Gradually Varied Flow for Natural Channels 155\u003c\/p\u003e \u003cp\u003e5.5 Rapidly Varied Flow 166\u003c\/p\u003e \u003cp\u003e5.6 Discharge Measurement 172\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 6 Hydraulic Processes: Groundwater Flow 183\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e6.1 Groundwater Concepts 183\u003c\/p\u003e \u003cp\u003e6.2 Saturated Flow 191\u003c\/p\u003e \u003cp\u003e6.3 Steady-State One-Dimensional Flow 196\u003c\/p\u003e \u003cp\u003e6.4 Steady-State Well Hydraulics 199\u003c\/p\u003e \u003cp\u003e6.5 Transient Well Hydraulics—Confined Conditions 205\u003c\/p\u003e \u003cp\u003e6.6 Transient Well Hydraulics—Unconfined Conditions 215\u003c\/p\u003e \u003cp\u003e6.7 Transient Well Hydraulics—Leaky Aquifer Conditions 216\u003c\/p\u003e \u003cp\u003e6.8 Boundary Effects: Image Well Theory 217\u003c\/p\u003e \u003cp\u003e6.9 Simulation of Groundwater Systems 225\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 7 Hydrologic Processes 233\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e7.1 Introduction to Hydrology 233\u003c\/p\u003e \u003cp\u003e7.2 Precipitation (Rainfall) 243\u003c\/p\u003e \u003cp\u003e7.3 Evaporation 269\u003c\/p\u003e \u003cp\u003e7.4 Infiltration 277\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 8 Surface Runoff 291\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e8.1 Drainage Basins and Storm Hydrographs 291\u003c\/p\u003e \u003cp\u003e8.2 Hydrologic Losses, Rainfall Excess, and Hydrograph Components 295\u003c\/p\u003e \u003cp\u003e8.3 Rainfall-Runoff Analysis Using Unit Hydrograph Approach 299\u003c\/p\u003e \u003cp\u003e8.4 Synthetic Unit Hydrographs 302\u003c\/p\u003e \u003cp\u003e8.5 S-Hydrographs 307\u003c\/p\u003e \u003cp\u003e8.6 NRCS (SCS) Rainfall-Runoff Relation 309\u003c\/p\u003e \u003cp\u003e8.7 Curve Number Estimation and Abstractions 311\u003c\/p\u003e \u003cp\u003e8.8 NRCS (SCS) Unit Hydrograph Procedure 318\u003c\/p\u003e \u003cp\u003e8.9 Kinematic-Wave Overland Flow Runoff Model 322\u003c\/p\u003e \u003cp\u003e8.10 Computer Models for Rainfall-Runoff Analysis 328\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 9 Reservoir and Stream Flow Routing 333\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e9.1 Routing 333\u003c\/p\u003e \u003cp\u003e9.2 Hydrologic Reservoir Routing 334\u003c\/p\u003e \u003cp\u003e9.3 Hydrologic River Routing 338\u003c\/p\u003e \u003cp\u003e9.4 Hydraulic (Distributed) Routing 342\u003c\/p\u003e \u003cp\u003e9.5 Kinematic Wave Model for Channels 348\u003c\/p\u003e \u003cp\u003e9.6 Muskingum–Cunge Model 353\u003c\/p\u003e \u003cp\u003e9.7 Implicit Dynamic Wave Model 354\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 10 Probability, Risk, and Uncertainty Analysis for Hydrologic and Hydraulic Design 361\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e10.1 Probability Concepts 361\u003c\/p\u003e \u003cp\u003e10.2 Commonly Used Probability Distributions 364\u003c\/p\u003e \u003cp\u003e10.3 Hydrologic Design for Water Excess Management 367\u003c\/p\u003e \u003cp\u003e10.4 Hydrologic Frequency Analysis 373\u003c\/p\u003e \u003cp\u003e10.5 U.S. Water Resources Council Guidelines for Flood Flow Frequency Analysis 379\u003c\/p\u003e \u003cp\u003e10.6 Analysis of Uncertainties 384\u003c\/p\u003e \u003cp\u003e10.7 Risk Analysis: Composite Hydrologic and Hydraulic Risk 387\u003c\/p\u003e \u003cp\u003e10.8 Computer Models for Flood flow Frequency Analysis 393\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 11 Water Distribution 397\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e11.1 Introduction 397\u003c\/p\u003e \u003cp\u003e11.2 System Components 409\u003c\/p\u003e \u003cp\u003e11.3 System Configuration and Operation 426\u003c\/p\u003e \u003cp\u003e11.4 Hydraulics of Simple Networks 429\u003c\/p\u003e \u003cp\u003e11.5 Pump Systems Analysis 433\u003c\/p\u003e \u003cp\u003e11.6 Network Simulation 448\u003c\/p\u003e \u003cp\u003e11.7 Modeling Water Distribution Systems 459\u003c\/p\u003e \u003cp\u003e11.8 Hydraulic Transients 461\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 12 Storm water Control: Storm Sewers and Detention 481\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e12.1 Storm water Management 481\u003c\/p\u003e \u003cp\u003e12.2 Storm Sewer Systems 482\u003c\/p\u003e \u003cp\u003e12.3 Storm water Drainage Channels 509\u003c\/p\u003e \u003cp\u003e12.4 Storm water Detention 517\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 13 Storm water Control: Street and Highway Drainage and Culverts 541\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e13.1 Drainage of Street and Highway Pavements 541\u003c\/p\u003e \u003cp\u003e13.2 Hydraulic Design of Culverts 563\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 14 Design of Spillways and Energy Dissipation for Flood Control Storage and Conveyance Systems 581\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e14.1 Hydrologic Considerations 581\u003c\/p\u003e \u003cp\u003e14.2 Dams 582\u003c\/p\u003e \u003cp\u003e14.3 Spillways 593\u003c\/p\u003e \u003cp\u003e14.4 Hydraulic-Jump-Type Stilling Basins and Energy Dissipators 616\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 15 Sedimentation and Erosion Hydraulics 637\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e15.0 Introduction 637\u003c\/p\u003e \u003cp\u003e15.1 Properties of Sediment 639\u003c\/p\u003e \u003cp\u003e15.2 Bed Forms and Flow Resistance 647\u003c\/p\u003e \u003cp\u003e15.3 Sediment Transport 652\u003c\/p\u003e \u003cp\u003e15.4 Bed Load Formulas 658\u003c\/p\u003e \u003cp\u003e15.5 Suspended Load 663\u003c\/p\u003e \u003cp\u003e15.6 Total Sediment Load (Bed Material Load Formulas) 666\u003c\/p\u003e \u003cp\u003e15.7 Bridge Scour 674\u003c\/p\u003e \u003cp\u003eSupplemental Chapter 15 section 15.8 (Watershed sediment Yield), 15.9 (Reservoir Sedimentation) and 15.10 (Stream Stability at Highway Structures) are available to Instructors for Distribution 15-1\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 16 Water Resources Management for Sustainability 679\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e16.1 Integrated Water Resources Management for Sustainability 679\u003c\/p\u003e \u003cp\u003e16.2 Water Law: Surface and Groundwater Management Aspects 682\u003c\/p\u003e \u003cp\u003e16.3 Sustainable Water Supply Methodologies for Arid and Semi-Arid Regions 688\u003c\/p\u003e \u003cp\u003e16.4 Water Resources Economics 701\u003c\/p\u003e \u003cp\u003e16.5 Water Resource Systems Analysis 708\u003c\/p\u003e \u003cp\u003e16.6 Life Cycle Assessment (LCA) 714\u003c\/p\u003e \u003cp\u003e16.7 Water-Wise Cities in the Future 717\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 17 Water Withdrawals and Uses (Supplemental Chapter Available to Instructors for Distribution) 17-1\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 18 Water for Hydroelectric Generation (Supplemental Chapter Available to Instructors for Distribution) 18-1\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 19 Flood Control (Supplemental Chapter Available to Instructors for Distribution) 19-1\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eAppendix A Newton–Raphson Method 723\u003c\/p\u003e \u003cp\u003eIndex 727\u003c\/p\u003e","brand":"Wiley","offers":[{"title":"Default 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