Hydrology and Floodplain Analysis 6th Edition by Philip Bedient; Wayne Huber; Baxter Vieux ISBN 9780134752068 0134752066

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ISBN 10: 0134752066
ISBN 13: 9780134752068
Author: Philip B. Bedient; Wayne C. Huber; Baxter E. Vieux

Hydrology and Floodplain Analysis

Hydrology and Floodplain Analysis 6th Table of contents:

Chapter 1 Hydrologic Principles
1.1 Introduction to Hydrology
Ancient History
Early History (1930s–1950s)
Modern History
Computer Advances
1.2 Weather Systems
Atmospheric Parameters
The Atmosphere and Clouds
General Circulation
Air Masses and Fronts
Thunderstorms
Hurricanes
Moisture Relationships
Solution
Atmospheric Stability and Phase Changes
Mechanisms of Precipitation Formation
1.3 Precipitation
Point Measurement
Solution
Areal Precipitation
Solution
Radar-Based Precipitation
1.4 The Hydrologic Cycle
The Water Balance
Solution
Solution
The Watershed
1.5 Simple Rainfall–Runoff
1.6 Streamflow and the Hydrograph
1.7 Hydrograph Analysis
Surface Runoff Phenomena
Infiltration and the Hydrograph Response
Recession and Base Flow Separation
Net Storm Rainfall and the Hydrograph
Solution
1.8 Hydrologic Measurement
Atmospheric Parameters and Precipitation
Evaporation and Infiltration Losses
Streamflow Measurement
Flood Alert Systems
Summary
Concept Check
Problems
References
Chapter 2 Hydrologic Analysis
2.1 Watershed Concepts
2.2 Unit Hydrograph Theory
Derivation of Unit Hydrographs: Gaged Watersheds
Solution
S-Curve Method
Unit Hydrograph Convolution
Solution
Solution
2.3 Synthetic Unit Hydrograph Development
Assumptions and Modifying Factors
Snyder’s Method
Solution
SCS Methods
Solution
Solution
Clark UH Method
2.4 Applications of Unit Hydrographs
Solution
2.5 Linear and Kinematic Wave Models
Instantaneous Unit Hydrographs
Kinematic Wave Methods for Overland Flow
2.6 Hydrologic Loss—Evaporation and ET
Introduction to Evaporation
Water Budget Method for Determining Evaporation
Mass Transfer Method
Energy Budget Method
Pan Evaporation
Combined Methods
Evapotranspiration
Solution
Solution
Tabulated Evapotranspiration Estimates
Interception
2.7 Hydrologic Loss—Infiltration
Simple Equations for Infiltration Rate
Solution
Solution
2.8 Green and Ampt Infiltration Method
Application of Green–Ampt Method for Infiltration
Solution
Solution
2.9 Snowfall and Snowmelt
Physics of Snowmelt
The Snowpack Energy Budget
Degree-Day or Temperature-Index Melt Equations
Computation of Runoff from Snowmelt
Climate Impacts on Snowmelt
Summary
Concept Check
Problems
References
Chapter 3 Frequency Analysis
3.1 Introduction
Scope of the Chapter
Random Variables
Presentation of Data
3.2 Probability Concepts
3.3 Random Variables and Probability Distributions
Discrete and Continuous Random Variables
Moments of a Distribution
Estimates of Moments from the Data
Solution
Fitting a Distribution to Data
3.4 Return Period or Recurrence Interval
3.5 Common Probabilistic Models
References and Objectives
The Binomial Distribution
The Exponential Distribution
The Normal Distribution
The Lognormal Distribution
The Gamma (Pearson Type 3) Distribution
The Log-Pearson Type 3 Distribution
Extreme Value Distributions
3.6 Graphical Presentation of Data
Introduction
Probability Paper
Plotting Position
Confidence Limits
Comparison of Fits
3.7 Regional Analysis
3.8 Related Topics
Summary
Problems
References
Chapter 4 Flood Routing
4.1 Hydrologic and Hydraulic Routing
Solution
Solution
Hydrologic Routing Methods
Hydraulic Routing Methods
4.2 Hydrologic River Routing
Muskingum Method
Solution
Determination of Storage Constants
Solution
4.3 Hydrologic Reservoir Routing
Storage-Indication Method
Solution
Detention Basin Routing
4.4 Governing Equations for Hydraulic River Routing
4.5 Movement of a Flood Wave
4.6 Kinematic Wave Routing
Governing Equation for Kinematic Overland Flow Routing
Kinematic Channel Routing
Solution
Finite-Difference Approximations
Explicit Solution for Kinematic Wave
4.7 Hydraulic River Routing
Characteristic Methods
Explicit Methods
Implicit Methods
Diffusion Model
Muskingum–Cunge Method
Rating Curves
Unsteady or Dynamic Models
Summary
Concept Check
Problems
References
Chapter 5 Hydrologic Simulation Models
5.1 Introduction to Hydrologic Models
5.2 Steps in Watershed Modeling
5.3 Description of Major Hydrologic Models
5.4 HEC-HMS Flood Hydrograph Theory
Watershed Delineation and Organization
Precipitation
Loss Rate Analysis
Subbasin Runoff Calculation
Base flow Calculation
Flood Routing
5.5 Application of HEC-HMS to Watersheds
The Basin Model
The Meteorologic Model
Control Specifications
Data Handling
Running HEC-HMS and Viewing Results
Other Features
Solution
5.6 HEC-HMS Watershed Analysis: Case Study
Watershed Description
Physical Parameters
Rainfall Data
Unit Hydrograph Data
Hydrograph and Channel Routing
Resulting Hydrographs
Flood Control Alternatives
Summary
Problems
References
Chapter 6 Urban Hydrology
6.1 Characteristics of Urban Hydrology
Scope of This Chapter
Introduction
The Engineering Problem in Urban Hydrology
Design Objectives
6.2 Review of Physical Processes
Rainfall–Runoff
Catchment Description
Calculation of Losses
Solution
Time of Concentration
Solution
Lag Times
Flow Routing
6.3 Rainfall Analysis in Urban Basins
Data Sources
Rainfall Measurement
Intensity–Duration–Frequency Curves: Use and Misuse
Definition of a Storm Event
Solution
Choice of Design Rainfall
Synthetic Design Storms
Solution
Alternatives to Synthetic Design Storms
6.4 Methods for Quantity Analysis
Peak Flow, Volume, or Hydrograph?
Peak Flows by the Rational Method
Solution
Coefficient and Regression Methods
Regression—Flood Frequency Methods
Unit Hydrographs
Time–Area Methods
Kinematic Wave Methods
Linear and Nonlinear Reservoirs
Solution
6.5 Sewer System Hydraulics
Flow Routing
Saint Venant Equations
Surcharging
Routing at Internal Hydraulic Structures
6.6 Control Options
Detention/Retention
Solution
Increased Infiltration
Other Methods
6.7 Computer Models
Review of Modeling Options
Model Selection
Introduction to SWMM5
6.8 SWMM Case Study: Evaluation of Decentralized Stormwater Controls for Urban Flooding in Austin, Texas
Introduction
Case Study Watershed
Study Purpose
Study Approach and Roles of Modeling
What are the observed issues and what are their likely causes?
What approaches most directly address these issues and are expected to be feasible within the watershed?
How effective are these approaches expected to be in reducing flooding? What are the other co-benefits?
Development and Calibration of Existing Condition Model
Overall Model Configuration
Climatic Data
Catchment Delineation and Parameterization
Drainage Network Representation and Parameterization
Calibration
Discussion of Calibration and Validation Findings
Incorporation of Decentralized Controls and Drainage Improvements
Decentralized Control Scenarios
Representation of Decentralized Controls
Selected Results and Interpretation of Model Scenarios
Selected Results
Interpretation of Model Results
Case Study Summary
Summary
Problems
References
Chapter 7 Floodplain Hydraulics
7.1 Uniform Flow
7.2 Uniform Flow Computations
Solution
Solution
7.3 Specific Energy and Critical Flow
Solution
7.4 Occurrence of Critical Depth
7.5 Nonuniform Flow or Gradually Varied Flow
7.6 Gradually Varied Flow Equations
Solution
7.7 Classification of Water Surface Profiles
Mild Slope Cases
Steep Slope Cases
Horizontal and Adverse Slope Cases
7.8 Hydraulic Jump
Solution
7.9 Introduction to the HEC-RAS Model
7.10 Theoretical Basis for HEC-RAS
7.11 Basic Data Requirements (Steady State)
7.12 Optional HEC-RAS Capabilities
7.13 Bridge Modeling in HEC-RAS
Bridge Modeling Routines
Cross-Section Layout for Bridge Modeling
Ineffective Area Option
7.14 HEC-RAS Features
Creating a Project
Geometric Data
Flow Data
Running and Viewing Results
Channel Modification
Unsteady Flow Simulation
Summary
Problems
References
Chapter 8 Ground Water Hydrology
8.1 Introduction
8.2 Properties of Ground Water
Vertical Distribution of Ground Water
Aquifer Systems
8.3 Ground Water Movement
Darcy’s Law
Hydraulic Conductivity
Determination of Hydraulic Conductivity
Anisotropic Aquifers
8.4 Flow Nets
8.5 General Flow Equations
Steady-State Saturated Flow
Transient Saturated Flow
8.6 Dupuit Equation
Solution
Solution
8.7 Streamlines and Equipotential Lines
8.8 Unsaturated Flow
8.9 Steady-State Well Hydraulics
Steady One-Dimensional Flow
Steady Radial Flow to a Well—Confined
Solution
Steady Radial Flow to a Well—Unconfined
Solution
Well Pumping from a Leaky Aquifer System
Multiple-Well Systems
8.10 Unsteady Well Hydraulics
The Theis Method of Solution
Solution
Cooper–Jacob Method of Solution
Solution
Slug Tests
Radial Flow in a Leaky Aquifer
8.11 Water Wells
Shallow Well Construction
Deep Well Construction
Well Completion and Pumping
8.12 Numerical Groundwater Modeling by Phillip de Blanc
Fundamentals of groundwater modeling
Groundwater Flow Model Uses
Development of a Flow Model
Flow and Transport Model Codes
Case Study Part A – Flow Model of the Rialto-Colton Groundwater Basin
Case Study Part B – Mass Transport Model of Perchlorate Migration Rialto-Colton Groundwater Basin
Summary
Problems
References
Chapter 9 Design Applications in Hydrology
9.1 Introduction
9.2 Drainage Collection Systems
Synthetic Design Storms
Rational Method as Applied to Design
Design of Conveyance Conduits
Solution
Minor Losses in Storm Sewers
Inlets Used with Storm Sewers
9.3 Design of Culverts
Fundamentals of Culverts
Complex Culvert Design and Analysis Using HEC-RAS
Solution Steps
9.4 Detention Basins Used to Mitigate Project Impacts
Detention Concepts and Applications
Detention Basin Design
9.5 Floodplain Management Design Issues
Management Applications
Solution
Flood Damage Reduction Design Using HEC-HMS and HEC-RAS
Summary
Problems
References
Chapter 10 GIS and Spatial Information in Hydrology
10.1 Introduction
10.2 GIS Data Structures and Formats
10.3 Earth Datums, Coordinate Systems, and Scale
Earth Datums
Coordinate Systems
Scale
10.4 Spatial Representation Hydrologic Parameters
Soil Type
Land Use/Land Cover
10.5 Spatial Representation of Topography
Contours
Digital Elevation Models
Triangulated Irregular Network
10.6 GIS-Based Hydrology and Hydraulics
Watershed Delineation Using Digital Terrain Models
10.7 Clear Creek Watershed: Data Collection and Preprocessing for Hydrologic and Hydraulic Analysis
Digital Elevation and Watershed Delineation
Deriving Hydrologic Parameters
10.8 GIS Tools for Hydrologic and Hydraulic Modeling
Summary
References
Chapter 11 Radar Rainfall Applications in Hydrology
11.1 Introduction
11.2 Radar Background
11.3 Hydrologic Applications of Radar
Precipitation Estimation
Radar Equation
Reflectivity–Rainfall Relationship
11.4 Gage Adjustment of Radar
11.5 Hydrologic Applications
Distributed Hydrologic Modeling
Model Background
11.6 Watershed Vflo® Case Study—The Woodlands, TX
Step 1: Model Development
Flow Direction Grid
Infiltration Properties
Land Use/Cover
Rainfall Data
Step 2: Model Calibration
Step 3: Analysis of the Different Development Scenarios
Summary
References
Chapter 12 Flood Policy and Risk Management in the United States
12.1 Introduction
12.2 The Mississippi River
12.3 History of U.S. Flood Policy
Creation of a National Flood Insurance Program
12.4 Structural and Nonstructural Approaches to Mitigating Flood Risk
Structural Approaches
Levees, Dikes, and Other Flood Control Structures
Stormwater Management
Green Infrastructure
Building with Nature
Nonstructural Approaches
Hazard Mapping and Risk Communication
Land Use Management and Zoning
Flood Proofing and Relocation
Flood Insurance and Disaster Relief 
Flood Forecasting and Early Warning 
Emergency Response 
12.5 Combining Multiple Strategies for Comprehensive Flood Risk Management
12.6 The Future of Flood Risk Management
Changing Boundary Conditions
Aging Flood Infrastructure
Improving Flood Risk Management in The United States
Summary
References
Chapter 13 Case Studies in Water Resources: Flood and Drought Management in the United States
13.1 Introduction
13.2 The Colorado River—Taming the Wild West
Regional History
Water Rights and Hoover Dam
Salinity Management
13–3 The Columbia River—Fishing in Troubled Waters
Dam Development in the Columbia River
Contested Fishing Rights and Dwindling Populations
13.4 Texas Water Issues: Flood and Drought
Case Study: May 2015 Flood (May 23–27, 2016)
Texas Hill Country
Greater Houston Region (Harris County, TX)
North Central Texas Region (Dallas–Ft Worth)
13.5 Droughts in Texas
References
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