Water-Resources Engineering

Table of Contents

• Introduction

• 1.1 Water-Resources Engineering
• 1.2 The Hydrologic Cycle
• 1.3 Design of Water-Resource Systems
• 1.4 Types of Water-Resource Systems

• Fundamentals of Flow in Closed Conduits

• 2.1 Introduction
• 2.2 Single Pipelines
• 2.3 Water Hammer
• 2.4 Pipe Networks
• 2.5 Pumps

• Design of Water-Distribution Systems

• 3.1 Introduction
• 3.2 Water Demand
• 3.3 Components of Water-Distribution Systems
• 3.4 Performance Criteria for Water-Distribution Systems
• 3.5 Building Water-Supply Systems

• Fundamentals of Flow in Open Channels

• 4.1 Introduction
• 4.2 Basic Principles
• 4.3 Water-Surface Profiles

• Design of Drainage Channels

• 5.1 Introduction
• 5.2 Basic Principles
• 5.3 Design of Channels with Rigid Linings
• 5.4 Design of Channels with Flexible Linings
• 5.5 Composite Linings
• 5.6 Scour at Bridges

• Design of Sanitary Sewers

• 6.1 Introduction
• 6.2 Quantity of Wastewater
• 6.3 Hydraulics of Sewers
• 6.4 System Design Criteria
• 6.5 Design Computations

• Design of Hydraulic Structures

• 7.1 Introduction
• 7.2 Culverts
• 7.3 Gates
• 7.4 Weirs
• 7.5 Spillways
• 7.6 Stilling Basins
• 7.7 Dams and Reservoirs
• 7.8 Hydropower

• Probability and Statistics in Water-Resources Engineering

• 8.1 Introduction
• 8.2 Probability Distributions
• 8.3 Analysis of Hydrologic Data
• 8.4 Uncertainty Analysis

• Fundamentals of Surface-Water Hydrology I: Rainfall and Abstractions

• 9.1 Introduction
• 9.2 Rainfall
• 9.3 Rainfall Abstractions
• 9.4 Baseflow

• Fundamentals of Surface-Water Hydrology II: Runoff

• 10.1 Introduction
• 10.2 Basic Considerations
• 10.3 Time of Concentration
• 10.4 Peak-Runoff Models
• 10.5 Continuous-Runoff Models
• 10.6 Routing Models
• 10.7 Water-Quality Models

• Design of Stormwater-Collection Systems

• 11.1 Introduction
• 11.2 Street Gutters
• 11.3 Inlets
• 11.4 Roadside Channels
• 11.5 Storm Sewers

• Design of Stormwater-Management Systems

• 12.1 Introduction
• 12.2 Performance Goals
• 12.3 Site Planning and Design
• 12.4 Storage Impoundments
• 12.5 Stormwater Wetlands
• 12.6 Infiltration Basins
• 12.7 Swales
• 12.8 Vegetated Filter Strips
• 12.9 Bioretention Cells
• 12.10 Green Roofs
• 12.11 Permeable Pavements
• 12.12 Exfiltration Trenches
• 12.13 Subsurface Exfiltration Galleries
• 12.14 Drainage Wells
• 12.15 Selection of SCMs for Water-Quality Control
• 12.16 Major Drainage System

• Evapotranspiration

• 13.1 Introduction
• 13.2 Penman--Monteith Equation
• 13.3 Application of the PM Equation
• 13.4 Potential Evapotranspiration
• 13.5 Reference Evapotranspiration
• 13.6 Actual Evapotranspiration
• 13.7 Selection of ET Estimation Method

• Fundamentals of Groundwater Hydrology I: Governing Equations

• 14.1 Introduction
• 14.2 The Subsurface Environment
• 14.3 Darcy''s Law
• 14.4 Hydraulic Conductivity
• 14.5 Governing Equation
• 14.6 Two-Dimensional Approximations
• 14.7 Flow in the Unsaturated Zone

• Fundamentals of Groundwater Hydrology II: Applications

• 15.1 Introduction
• 15.2 Steady-State Solutions
• 15.3 Unsteady-State Solutions
• 15.4 Principle of Superposition
• 15.5 Method of Images
• 15.6 Saltwater Intrusion

• Design of Groundwater Systems

• 16.1 Introduction
• 16.2 Design of Wellfields
• 16.3 Wellhead Protection
• 16.4 Design and Construction of Water-Supply Wells
• 16.5 Assessment of Well Performance
• 16.6 Design of Slug Tests
• 16.7 Design of Steady-Flow Exfiltration Trenches
• 16.8 Seepage Meters

• Water-Resources Planning

• 17.1 Introduction
• 17.2 Planning Process
• 17.3 Economic Feasibility