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• Title:Hydrologic analysis and design / Richard H. McCuen.
  
•    
• Author/Creator:McCuen, Richard H., 1941- author.
  
• Published/Created:Hoboken, NJ : Pearson Higher Education, Inc., [2017]
  ©2017
  

• Holdings

  Holdings Record Display

  • Location:WOODWARD LIBRARY stacksWhere is this?
    
  • Call Number: TC145 .M384 2017
    
  • Number of Items:1
    
  • Status:Available
    
  • Links:Donor bookplate
    

   
• Library of Congress Subjects:Hydraulic engineering.
  Hydrology.
  
• Edition:Fourth edition.
  
• Description:xix, 790 pages : illustrations ; 25 cm
  
• Notes:Includes bibliographical references and index.
  
• ISBN:9780134313122 hardcover
  0134313127 hardcover
  
• Contents:Machine generated contents note: 1.0. Notation
  1.1. Hydrology: The Study of Water
  1.2. Hydrologic Cycle
  1.3. Hydrologic Designs
  1.4. Analysis versus Synthesis
  1.4.1. Water Budget Analysis and Synthesis
  1.4.2. Conceptual Representation
  1.5. Hydrologic Budget
  1.6. Introduction to Professional Ethics
  1.6.1. Case Studies: Ethical Dilemmas in a Professional Setting
  1.6.2. Case Studies: A Question of Values
  1.7. Dimensions of Professionalism
  1.8. Human Values: A Definition
  1.9. Values in Hydrology
  1.10. Solving Value Dilemmas
  1.11. Rationalization
  1.12. Concluding Thoughts
  Problems
  Review Questions
  2.0. Notation
  2.1. Introduction
  2.2. Rainfall Characteristics
  2.2.1. Volume-Duration-Frequency
  2.2.2. Rainfall Maps
  2.2.3. Intensity-Duration-Frequency
  2.2.4. Mathematical Representation of IDF Curves
  2.2.5. Depth-Area Adjustments
  2.2.6. Precipitation Extremes and Means
  2.2.7. Storm-Event Isohyetal Patterns
  2.3. Estimating Missing Rainfall Data
  2.3.1. Station-Average Method
  2.3.2. Normal-Ratio Method
  2.3.3. Isohyetal Method
  2.3.4. Quadrant Method
  2.4. Gauge Consistency
  2.5. Average Areal Rainfall
  2.5.1. Station-Average Method
  2.5.2. Thiessen Polygon Method
  2.5.3. Isohyetal Method
  2.5.4. Average Rainfall for Subwatersheds
  2.6. Development of a Design Storm
  2.6.1. Constant-Intensity Design Storm
  2.6.2. Natural Resources Conservation Service 24-Hour Storm Distributions
  2.6.3. Comparison of Design Storms
  2.7. Chapter Summary
  2.7.1. Analysis and Synthesis
  Problems
  Review Questions
  Discussion Question
  3.0. Notation
  3.1. Introduction
  3.1.1. Analysis versus Synthesis
  3.1.2. Uncertainty of Hydrologic Variables
  3.2. Watershed: Definition and Delineation
  3.3. Watershed Geomorphology
  3.3.1. Drainage Area
  3.3.2. Watershed Length
  3.3.3. Watershed Slope
  3.3.4. Hypsometric Curve
  3.3.5. Watershed Shape
  3.3.6. Land Cover and Land Use
  3.4. Channel Geomorphology
  3.4.1. Channel Length
  3.4.2. Channel Slope
  3.4.3. Drainage Density
  3.4.4. Channel Cross Sections
  3.5. Horton's Laws
  3.5.1. Law of Stream Numbers
  3.5.2. Law of Stream Lengths
  3.5.3. Law of Stream Areas
  3.5.4. Law of Stream Slopes
  3.6. Runoff Curve Numbers
  3.6.1. Soil-Group Classification
  3.6.2. Cover-Complex Classification
  3.6.3. Hydrologic Condition
  3.6.4. Natural Resources Conservation Service Soil-Survey Reports
  3.6.5. Curve Number Tables
  3.6.6. Antecedent Soil-Moisture Condition
  3.6.7. Weighted Curve Numbers
  3.6.8. Estimation of CN Values for Urban Land Uses
  3.6.9. Effect of an Unconnected Impervious Area on Curve Numbers
  3.6.10. Effect of Storm Duration on CNs
  3.7. Velocity Estimation
  3.7.1. Chezy Equation
  3.7.2. Manning's Equation
  3.7.3. Surface Roughness
  3.7.4. Channel Roughness
  3.8. Travel Time Estimation
  3.8.1. Definitions
  3.8.2. Classifying Time Parameters
  3.8.3. Velocity Method
  3.8.4. Sheet-Flow Travel Times
  3.8.5. Travel Times for Concentrated Flow
  3.8.6. Slope Method
  3.8.7. Effect of Return Period
  3.8.8. Natural Resources Conservation Service (NRCS) Lag Formula
  3.8.9. General Principles for Estimating the Time of Concentration
  Problems
  Review Questions
  Discussion Question
  4.0. Notation
  4.1. Introduction
  4.1.1. Hydrographs and Discharge
  4.1.2. Rainfall-Runoff Association
  4.1.3. Runoff Frequency
  4.2. Frequency Analysis and Synthesis
  4.2.1. Population versus Sample
  4.2.2. Analysis versus Synthesis
  4.2.3. Probability Paper
  4.2.4. Mathematical Model
  4.2.5. Procedure
  4.2.6. Sample Moments
  4.2.7. Plotting-Position Formulas
  4.2.8. Return Period
  4.3. Population Models
  4.3.1. Normal Distribution
  4.3.2. Log-Normal Distribution
  4.3.3. Log-Pearson Type III Distribution
  4.4. Low-Flow Frequency Analysis
  4.5. Adjustments of the Frequency Curve
  4.5.1. Standard Errors of the Moments
  4.5.2. Weighted Skew
  4.5.3. Confidence Intervals on a Frequency Curve
  4.6. Testing a Flood Series for Nonstationarity
  4.6.1. Spearman Test
  4.6.2. Spearman-Conley Test
  4.7. Adjusting a Nonhomogeneous Flood Record
  4.8. Risk Assessment
  4.9. Partial-Duration Series
  4.10. Coincident Frequency Analysis
  4.11. Chapter Summary
  Problems
  Review Questions
  Discussion Question
  Appendix 4.1: Exceedance probability-coefficients
  5.0. Notation
  5.1. Introduction
  5.2. Single-Return-Period Equations
  5.2.1. Analysis
  5.2.2. Synthesis
  5.2.3. United States Geological Survey Urban-Peak-Discharge Formulas
  5.3. Index-Flood Estimation
  5.3.1. Analysis
  5.3.2. Synthesis
  5.4. Moment Estimation
  5.4.1. Analysis
  5.4.2. Synthesis
  5.5. Rational Method
  5.5.1. Procedure
  5.5.2. Assumptions of the Rational Method
  5.5.3. Runoff Coefficients for Nonhomogeneous Areas
  5.5.4. Designs on Subdivided Watersheds
  5.5.5. Effect of Watershed Nonhomogeneity
  5.5.6. Iterative Estimation of Travel Times
  5.6. Natural Resources Conservation Service Rainfall-Runoff Depth Relation
  5.6.1. Conceptual Model
  5.6.2. Runoff-Depth Estimation
  5.6.3. Estimating Runoff Depths for Storms of Short Duration
  5.7. Natural Resources Conservation Service Graphical-Peak-Discharge Method
  5.7.1. la/P Parameter
  5.7.2. Peak-Discharge Computation
  5.7.3. Limitations
  5.8. Slope-Area Method of Discharge Estimation
  5.9. Peak-Discharge Envelope Curves
  5.10. Regionalization of Hydrologic Variables
  5.11. Chapter Summary
  Problems
  Review Questions
  Discussion Question
  6.0. Notation
  6.1. Introduction
  6.2. Design of Roof Drainage
  6.3. Design of Shallow Channels
  6.3.1. Design Procedure
  6.3.2. Effect of Erroneous Inputs
  6.4. Design of Grassed Waterways
  6.5. Design of Vegetated Buffer Strips
  6.6. Weir and Orifice Equations
  6.6.1. Orifice Equation
  6.6.2. Weir Equation
  6.7. Design of Pavement-Drainage Inlets
  6.8. Slotted-Drain Inlet Design
  6.9. Culvert Design
  6.9.1. Unsubmerged Inlet and Outlet
  6.9.2. Submerged Inlet, Unsubmerged Outlet, Partially Full Pipe
  6.9.3. Submerged Inlet and Outlet
  6.10. Stage-Storage-Discharge Relations
  6.10.1. Stage-Storage Relation
  6.10.2. Stage-Discharge Relation
  6.10.3. Stage-Storage-Discharge Relationships for Two-Stage Risers
  6.11. Estimating Detention-Basin Volumes
  6.11.1. Storm Water Management Policy Considerations
  6.11.2. Elements of Storm Water Management Structures
  6.11.3. Analysis versus Synthesis
  6.11.4. Planning versus Design
  6.11.5. Generalized Planning Model
  6.11.6. Loss-of-Natural-Storage Method
  6.11.7. Abt and Grigg Method
  6.11.8. Natural Resources Conservation Service Technical Release 55 Method
  6.12. Sizing of Detention-Basin Outlet Structures
  6.12.1. Procedure for Sizing Single-Stage Risers
  6.12.2. Sizing of Two-Stage Risers
  6.12.3. Sizing of Multiple-Stage Riser Facilities
  6.13. Emergency Spillway Design
  6.14. Design of Constructed Wetlands
  6.14.1. Components of a Wetland
  6.14.2. General Design Considerations
  6.14.3. General Design Constraints
  6.14.4. Inflow Volume Estimation
  6.15. Biogutter Design
  6.16. Infiltration Trenches
  Problems
  Review Questions
  Discussion Question
  7.0. Notation
  7.1. Introduction
  7.1.1. Hydrographs and the Systems Process
  7.1.2. Hydrograph Analysis
  7.1.3. Hydrograph Synthesis
  7.2. Baseflow Separation
  7.2.1. Constant-Discharge Baseflow Separation
  7.2.2. Constant-Slope Baseflow Separation
  7.2.3. Concave Baseflow Separation
  7.2.4. Master-Depletion-Curve Method
  7.2.5. Baseflow and Direct Runoff
  7.3. Estimation of Initial Abstraction
  7.4. Separation of Losses Using Index Methods
  7.4.1. Phi-Index Method
  7.4.2. Constant-Percentage Method
  7.5. Separation of Losses Using Infiltration-Capacity Curves
  7.5.1. Horton's Infiltration-Capacity Curve
  7.5.2. Recovery of Infiltration Capacity
  7.5.3. Infiltration-Capacity Estimation after Incomplete Recovery
  7.5.4. Mass-Infiltration Method
  7.5.5. Analysis and Synthesis
  7.5.6. Green-Ampt Model
  7.6. Unit Hydrograph Concepts
  7.6.1. Definitions
  7.6.2. Convolution
  7.7. Unit Hydrograph Analysis
  7.7.1. Rainfall-Excess Reciprocal Method
  7.8. Unit Hydrograph Adjustments
  7.8.1. S-Hydrograph Method
  7.8.2. Gamma-Distribution Unit Hydrograph
  7.8.3. Averaging Storm-Event Unit Hydrographs
  7.8.4. Dimensionless Unit Hydrographs
  7.9. Synthetic Unit Hydrographs
  7.9.1. Time-Area Unit Hydrographs
  7.9.2. Hydrograph Assumptions of the Rational Method
  7.9.3. Natural Resources Conservation Service Dimensionless Unit Hydrographs
  7.10. Designing with Hydrographs
  7.11. Chapter Summary
  Problems
  Review Questions
  Discussion Question
  8.0. Notation
  8.1. Introduction
  8.1.1. Analysis versus Synthesis: Channel Routing
  8.1.2. Analysis versus Synthesis: Reservoir Routing
  8.2. Development of the Routing Equation
  8.2.1. General Equations for Channel Routing
  8.2.2. Routing Equation for Reservoir Routing
  Contents note continued: 8.3. Convex Routing Method
  8.3.1. Application of the Convex Method
  8.3.2. Estimation of the Routing Coefficient
  8.3.3. Regression Analysis of the Routing Coefficient
  8.4. Muskingum Routing Method
  8.4.1. Estimation of Muskingum Routing Coefficients
  8.4.2. Analysis of Muskingum Coefficients
  8.4.3. Synthesis of Muskingum Coefficients
  8.5. Muskingum-Cunge Method
  8.6. Comparison of Channel Routing Methods
  8.7. Storage-Indication Routing
  8.8. Design Procedure
  8.9. Watershed Planning and Legal Case Studies
  8.10. Chapter Summary
  Problems
  Review Questions
  Discussion Question A
  Discussion Question B
  9.0. Notation
  9.1. Introduction
  9.2. Statistical Water-Yield Modeling
  9.3. Empirical Formulas
  9.4. Concordant-Flow Method
  9.5. Degree-Day Method
  9.5.1. Analysis
  9.5.2. Synthesis
  9.5.3. Adjustment of Temperatures for Altitude
  9.6. Temperature Indices of Snowmelt
  9.7. Energy Balance Analysis
  9.8. Water-Balance Models
  9.9. Chapter Summary
  Problems
  Review Questions
  Discussion Question
  10.0. Notation
  10.1. Introduction
  10.2. Factors Affecting Evaporation
  10.2.1. Temperature
  10.2.2. Humidity and Vapor Pressure
  10.2.3. Radiation
  10.2.4. Wind Speed
  10.3. Energy Budget
  10.4. Water Budget
  10.5. Penman Equation
  10.5.1. Energy Balance of the Penman Model
  10.5.2. Penman Model Simplifications
  10.5.3. Approximations for Model Inputs
  10.6. Mass-Transfer Estimation
  10.7. Pan Evaporation
  10.8. Chapter Summary
  Problems
  Review Questions
  Discussion Question
  11.0. Notation
  11.1. Introduction
  11.2. Concentration and Loads
  11.2.1. Water-Quality Measurements
  11.2.2. Definitions
  11.2.3. Concentration-Flow Relationships
  11.2.4. Frequency Analysis
  11.2.5. Mean Concentration and Load Estimation at Ungauged Locations
  11.2.6. Mean Weighted Load
  11.3. Flow Dilution
  11.4. Empirical Models
  11.4.1. Nationwide Equations for Urban Watersheds
  11.4.2. Estimation of Stream-Nutrient Levels
  11.4.3. Simple Method
  11.5. Materials Balance
  11.5.1. Batch Reactors
  11.5.2. Effect of Temperature
  11.6. Streeter-Phelps Oxygen Sag Curve
  11.7. Routing a Loadograph
  11.8. Chapter Summary
  Problems
  Review Questions
  Discussion Question
  12.0. Notation
  12.1. Introduction
  12.1.1. Analysis versus Synthesis
  12.2. Physical Processes in Erosion and Sedimentation
  12.2.1. Stokes Law
  12.2.2. Settling in Multiple-Particle Flow Fields
  12.3. Channel Stability
  12.3.1. Methods of Channel-Stability Analysis
  12.3.2. Permissible-Velocity Method
  12.3.3. Regime-Theory Method
  12.4. Universal Soil-Loss Equation
  12.5. Erosion in Gullies
  12.6. Suspended-Sediment Transport
  12.7. Bedload Transport
  12.7.1. Empirical Methods of Estimating Bedload
  12.7.2. Equations Based on Flow Velocity
  12.7.3. Equations Based on the Water Discharge
  12.7.4. Equations Based on a Critical Discharge
  12.7.5. Equations Based on Shear Stress
  12.7.6. Comparison of Bedload Equations
  12.8. Tractive-Force Approach to Stable Channel Design
  12.8.1. Development of Tractive-Force Model
  12.8.2. Critical Tractive Force
  12.9. Estimating Sediment Yield
  12.9.1. Flow-Duration, Sediment-Rating-Curve Procedure
  12.9.2. Univariate Analysis of Reservoir Sediment-Accumulation Records
  12.9.3. Multiple Variable Analysis of Reservoir Sediment-Accumulation Records
  12.9.4. Estimation Using Sediment-Delivery Ratios
  12.9.5. Sediment Routing Using Sediment-Delivery Ratios
  12.9.6. Estimating Trap Efficiency
  12.10. Chapter Summary
  Problems
  Review Questions
  Discussion Question
  13.0. Notation
  13.1. Introduction
  13.1.1. Groundwater: A Component of the Hydrologic Cycle
  13.1.2. Ground Water Terminology
  13.2. Soil Characteristics
  13.2.1. Soil Profile
  13.2.2. Soil Texture
  13.2.3. Soil Structure
  13.2.4. Volumetric Characteristics of Soils
  13.2.5. Soil Moisture
  13.2.6. Hydrologic Soil Groups and Soil-Cover Condition
  13.3. Darcy's law
  13.3.1. Hydraulic Conductivity
  13.3.2. Groundwater Velocities
  13.4. Hydraulics of Wells: Steady State
  13.4.1. Unidirectional Flow: Confined Aquifer
  13.4.2. Unidirectional Flow: Unconfined Aquifer
  13.4.3. Radial Flow: Confined Aquifer
  13.4.4. Radial Flow: Unconfined Aquifer
  13.5. Hydraulics of Wells: Unsteady Flow
  13.5.1. Theis Method
  13.5.2. Jacob's Straight-Line Method
  13.6. Groundwater Management
  13.6.1. Safe Yield: Definition
  13.6.2. Determination of Safe Yield
  13.6.3. Zero-Fluctuation Method
  13.6.4. Average-Draft Method
  13.6.5. Simplified Water-Balance Method
  13.7. Chapter Summary
  Problems
  Review Questions
  Discussion Question.