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Fundamentals of Hydraulic Engineering Systems, Houghtalen et al

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  1. Feb 24, 2013 #1

    Astronuc

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    http://www.pearsonhighered.com/educ...raulic-Engineering-Systems/9780136016380.page

    Table of Contents

    Code (Text):
    1 FUNDAMENTAL PROPERTIES OF WATER

    1.1 The Earth’s Atmosphere and Atmospheric Pressure
    1.2 The Three Phases of Water
    1.3 Mass (Density) and Weight (Specific Weight)
    1.4 Viscosity of Water
    1.5 Surface Tension and Capillarity
    1.6 Elasticity of Water
    1.7 Forces in a Fluid Field

    2 PRESSURE AND PRESSURE FORCES

    2.1 The Free Surface of Water
    2.2 Absolute and Gage Pressures
    2.3 Surfaces of Equal Pressure
    2.4 Manometers
    2.5 Hydrostatic Forces on Flat Surfaces
    2.6 Hydrostatic Forces on Curved Surfaces
    2.7 Buoyancy
    2.8 Flotation Stability

    3 WATER FLOW IN PIPES

    3.1 Description of Pipe Flow
    3.2 The Reynolds Number
    3.3 Forces in Pipe Flow
    3.4 Energy in Pipe Flow
    3.5 Loss of Head Due to Friction
    3.6 Empirical Equations for Friction Head Loss
    3.7 Friction Head Loss-Discharge Relationships
    3.8 Loss of Head in Pipe Contractions
    3.9 Loss of Head in Pipe Expansions
    3.10 Loss of Head in Pipe Bends
    3.11 Loss of Head in Pipe Valves
    3.12 Method of Equivalent Pipes
    3.12.1  Pipes in Series
    3.12.2  Pipes in Parallel

     
    4 PIPELINES AND PIPE NETWORKS

    4.1 Pipelines Connecting Two Reservoirs
    4.2 Negative Pressure Scenarios (Pipelines and Pumps)
    4.3 Branching Pipe Systems
    4.4 Pipe Networks
    4.4.1  The Hardy Cross Method
    4.4.2  The Newton Method
    4.5 Water Hammer Phenomenon in Pipelines
    4.6 Surge Tanks

    5 WATER PUMPS

    5.1 Centrifugal (Radial Flow) Pumps
    5.2 Propeller (Axial Flow) Pumps
    5.3 Jet (Mixed Flow) Pumps
    5.4 Centrifugal Pump Characteristic Curves
    5.5 Single Pump and Pipeline Analysis
    5.6 Pumps in Parallel or in Series
    5.7 Pumps and Branching Pipes
    5.8 Pumps and Pipe Networks
    5.9 Cavitation in Water Pumps
    5.10 Specific Speed and Pump Similarity
    5.11 Selection of a Pump

    6 WATER FLOW IN OPEN CHANNELS

    6.1 Open Channel Flow Classifications
    6.2 Uniform Flow in Open Channels
    6.3 Hydraulic Efficiency of Open Channel Sections
    6.4 Energy Principles in Open Channel Flow
    6.5 Hydraulic Jumps
    6.6 Gradually Varied Flow
    6.7 Classifications of Gradually Varied Flow
    6.8 Computation of Water Surface Profiles
    6.9 Hydraulic Design of Open Channels

    7 GROUND WATER HYDRAULICS

    7.1 Movement of Ground Water
    7.2 Steady Radial Flow to a Well
    7.2.1  Steady Radial Flow in Confined Aquifers
    7.2.2  Steady Radial Flow in Unconfined Aquifers
    7.3 Unsteady Radial Flow to a Well
    7.3.1  Unsteady Radial Flow in Confined Aquifers
    7.3.2  Unsteady Radial Flow in Unconfined Aquifers
    7.4 Field Determination of Aquifer Characteristics
    7.4.1  Equilibrium Test in Confined Aquifers
    7.4.2  Equilibrium Test in Unconfined Aquifers
    7.4.3  Nonequilibrium Test
    7.5 Aquifer Boundaries
    7.6 Surface Investigations of Ground Water
    7.6.1  The Electrical Resistivity Method
    7.6.2  Seismic Wave Propagation Methods
    7.7 Sea Water Intrusion in Coastal Areas
    7.8 Seepage Through Dam Foundations
    7.9 Seepage Through Earth Dams

    8 HYDRAULIC STRUCTURES

    8.1 Functions of Hydraulic Structures
    8.2 Dams-Functions and Classifications
    8.3 Stability of Gravity and Arch Dams
    8.3.1  Gravity Dams
    8.3.2  Arch Dams
    8.4 Small Earth Dams
    8.5 Weirs
    8.6 Overflow Spillways
    8.7 Side-Channel Spillways
    8.8 Siphon Spillways
    8.9 Culverts
    8.10 Stilling Basins

    9 WATER PRESSURE, VELOCITY, AND DISCHARGE MEASUREMENTS

    9.1 Pressure Measurements
    9.2 Velocity Measurements
    9.3 Discharge Measurements in Pipes
    9.4 Discharge Measurements in Open Channels
    9.4.1  Sharp-Crested Weirs
    9.4.2  Broad-Crested Weirs
    9.4.3  Venturi Flumes

    10 HYDRAULIC SIMILITUDE AND MODEL STUDIES

    10.1 Dimensional Homogeneity
    10.2 Principles of Hydraulic Similitude
    10.3 Phenomena Governed by Viscous Forces — Reynolds NumberLaw
    10.4 Phenomena Governed by Gravity Forces — Froude NumberLaw
    10.5 Phenomena Governed by Surface Tension — Weber NumberLaw
    10.6 Phenomena Governed by Both Gravity and Viscous Forces
    10.7 Models for Floating and Submerged Bodies
    10.8 Open Channel Models
    10.9 The Pi-Theorem

    11 HYDROLOGY FOR HYDRAULIC DESIGN

    11.1 The Hydrologic Cycle
    11.2 Precipitation
    11.3 Design Storm
    11.4 Surface Runoff and Stream Flow
    11.5 Rainfall-Runoff Relationships — The Unit Hydrograph
    11.6 Rainfall-Runoff Relationships — SCS Procedures
    11.6.1  Losses from Rainfall and Rainfall Excess
    11.6.2  Time of Concentration
    11.6.3  SCS Synthetic Hydrograph
    11.6.4  Summary of SCS Procedure
    11.7 Storage Routing
    11.8 Hydraulic Design — The Rational Method
    11.8.1  Design of Stormwater Collection Systems
    11.8.2  Design of Stormwater Pipes

    12 STATISTICAL METHODS IN HYDROLOGY

    12.1 Concepts of Probability
    12.2 Statistical Parameters
    12.3 Probability Distributions
    12.3.1  Normal Distribution
    12.3.2  Log-Normal Distribution
    12.3.3  Gumbel Distribution
    12.3.4  Log-Pearson Type III Distribution
    12.4 Return Period and Hydrologic Risk
    12.5 Frequency Analysis
    12.5.1  Frequency Factors
    12.5.2  Testing Goodness of Fit
    12.5.3  Confidence Limits
    12.6 Frequency Analysis Using Probability Graphs
    12.6.1  Probability Graphs
    12.6.2  Plotting Positions
    12.6.3  Data Plotting and Theoretical Distributions
    12.6.4  Estimating Future Magnitudes
    12.7 Rainfall Intensity-Duration-Frequency Relationships
    12.8 Applicability of Statistical Methods
     
    SYMBOLS

    ANSWERS TO SELECTED PROBLEMS

    INDEX
    From the publisher:
     
    Last edited by a moderator: May 6, 2017
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