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Preface | |
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Introduction | |
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Water-Resources Engineering | |
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The Hydrologic Cycle | |
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Design of Water-Resource Systems | |
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Water-Control Systems | |
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Water-Use Systems | |
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About This Book | |
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Fundamentals of Fluid Mechanics | |
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Introduction | |
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Physical Properties of Water | |
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Fluid Statics | |
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Pressure Distribution in Static Fluids | |
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Pressure Measurements | |
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Hydrostatic Forces on Plane Surfaces | |
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Hydrostatic Forces on Curved Surfaces | |
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Fluid Kinematics | |
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Turbulence | |
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Reynolds Transport Theorem | |
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Fluid Dynamics | |
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Conservation of Mass | |
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Conservation of Momentum | |
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Conservation of Energy | |
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Dimensional Analysis and Similitude | |
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Summary | |
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Problems | |
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Flow in Closed Conduits | |
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Introduction | |
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Single Pipelines | |
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Continuity Equation | |
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Momentum Equation | |
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Energy Equation | |
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Multiple Pipelines | |
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Nodal Method | |
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Loop Method | |
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Pumps | |
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Affinity Laws | |
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Operating Point | |
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Limits on Pump Location | |
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Multiple-Pump Systems | |
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Design of Water Distribution Systems | |
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Components of a Distribution System | |
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Water Demand | |
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Pipelines | |
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Operating Criteria for Water-Distribution Systems | |
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Network Analysis | |
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Summary | |
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Problems | |
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Flow in Open Channels | |
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Introduction | |
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Basic Principles | |
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Continuity Equation | |
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Momentum Equation | |
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Energy Equation | |
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Water Surface Profiles | |
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Profile Equation | |
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Classification of Water-Surface Profiles | |
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Hydraulic Jump | |
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Computation of Water-Surface Profiles | |
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Hydraulic Structures | |
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Weirs | |
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Parshall Flume | |
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Gates | |
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Culverts | |
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Design of Open Channels | |
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Basic Principles | |
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Lined Channels | |
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Unlined Channels | |
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Grass-Lined Channels | |
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Design of Sanitary-Sewer Systems | |
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Design Flows | |
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Hydraulics of Sewers | |
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Sewer-Pipe Material | |
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System Layout | |
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Sulfide Generation | |
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Design Computations | |
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Computer Models | |
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Summary | |
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Problems | |
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Probability and Statistics in Water-Resources Engineering | |
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Introduction | |
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Probability Distributions | |
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Discrete Probability Distributions | |
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Continuous Probability Distributions | |
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Mathematical Expectation and Moments | |
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Return Period | |
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Common Probability Functions | |
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Analysis of Hydrologic Data | |
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Estimation of Population Distribution | |
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Estimation of Population Parameters | |
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Frequency Analysis | |
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Floods | |
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Summary | |
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Problems | |
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Surface-Water Hydrology | |
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Introduction | |
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Rainfall | |
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Local Rainfall | |
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Spatially Averaged Rainfall | |
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Design Rainfall | |
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Rainfall Abstractions | |
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Interception | |
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Depression Storage | |
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Infiltration | |
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Rainfall Excess on Composite Areas | |
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Runoff Models | |
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Time of Concentration | |
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Peak-Runoff Models | |
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Continuous-Runoff Models | |
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Routing Models | |
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Hydrologic Routing | |
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Hydraulic Routing | |
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Water Quality Models | |
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USGS Model | |
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EPA Model | |
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Design of Stormwater Management Systems | |
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Minor System | |
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Runoff Controls | |
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Major System | |
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Evapotranspiration | |
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The Penman-Monteith Equation | |
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Evaporation Pans | |
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Computer Models | |
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Summary | |
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Problems | |
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Ground-Water Hydrology | |
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Introduction | |
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Basic Equations of Ground-Water Flow | |
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Darcy's Law | |
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General Flow Equation | |
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Two-Dimensional Approximations | |
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Solutions of the Ground-Water Flow Equation | |
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Steady Uniform Flow in a Confined Aquifer | |
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Steady Uniform Flow in an Unconfined Aquifer | |
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Steady Unconfined Flow Between Two Reservoirs | |
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Steady Flow to a Well in a Confined Aquifer | |
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Steady Flow to a Well in an Unconfined Aquifer | |
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Steady Flow to a Well in a Leaky Confined Aquifer | |
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Steady Flow to a Well in an Unconfined Aquifer with Recharge | |
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Unsteady Flow to a Well in a Confined Aquifer | |
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Unsteady Flow to a Well in an Unconfined Aquifer | |
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Unsteady Flow to a Well in a Leaky Confined Aquifer | |
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Partially Penetrating Wells | |
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Principle of Superposition | |
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Multiple Wells | |
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Well in Uniform Flow | |
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Method of Images | |
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Constant-Head Boundary | |
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Impermeable Boundary | |
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Other Applications | |
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Saltwater Intrusion | |
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Ground-Water Flow in the Unsaturated Zone | |
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Engineered Systems | |
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Design of Wellfields | |
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Design of Water-Supply Wells | |
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Wellhead Protection | |
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Design of Aquifer Pumping Tests | |
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Slug Test | |
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Design of Exfiltration Trenches | |
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Computer Models | |
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Summary | |
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Problems | |
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Hydrologic Fate and Transport Processes | |
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Introduction | |
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Water Quality | |
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Measures of Water Quality | |
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Water-Quality Standards | |
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Fate and Transport Processes | |
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Rivers and Streams | |
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Initial Mixing | |
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Longitudinal Dispersion | |
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Spills | |
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Oxygen-Sag Model | |
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Lakes | |
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Near-Shore Mixing Model | |
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Eutrophication | |
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Thermal Stratification | |
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Completely Mixed Model | |
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Ocean Discharges | |
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Near-Field Mixing | |
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Far-Field Mixing | |
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Ground Water | |
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Dispersion Models | |
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Transport Processes | |
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Fate Processes | |
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Nonaqueous-Phase Liquids | |
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Computer Models | |
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Summary | |
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Problems | |
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Appendices | |
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Units and Conversion Factors | |
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Units | |
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Conversion Factors | |
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Fluid Properties | |
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Water | |
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Organic Compounds Found in Contaminated Water | |
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Geometric Properties of Plane Surfaces | |
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Statistical Tables | |
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Areas Under Standard Normal Curve | |
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Critical Values of the Chi-Square Distribution | |
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Critical Values for the Kolmogorov-Smirnov Test Statistic | |
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Special Functions | |
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Error Function | |
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Gamma Function | |
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Bessel Functions | |
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Definition | |
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Evaluation of Bessel Functions | |
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Bessel Function of the First Kind of Order n | |
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Bessel Function of the Second Kind of Order n | |
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Modified Bessel Function of the First Kind of Order n | |
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Modified Bessel Function of the Second Kind of Order n | |
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Tabulated Bessel Functions | |
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I[subscript 0](x), K[subscript 0](x), I[subscript 1](x), and K[subscript 1](x) | |
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Drinking-Water Standards | |
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Primary Drinking-Water Standards | |
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Secondary Drinking-Water Standards | |
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Bibliography | |
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Index | |