Julia Adams CONTENTS
Chapter 1. INTRODUCTION
Chapter 2. HYDRAULICS OF SEWERS
- Sanitary Sewers
- Determination of Sewer System Type
- Determination of Design Flow
- Average Flow
- Peak Flow
- Minimum Flow
- Selection of Pipe Size
- Manning’s Formula
- Manning’s “n” Value
- Full Flow Graphs
- Partially Full Flow Graphs
- Determination of Flow Velocity
- Minimum Velocity
- Maximum Velocity
- Storm Sewers
- Determination of Sewer System Type
- Determination of Design Flow
- Runoff Coefficient
- Rainfall Intensity
- Time of Concentration
- Runoff Area
- Selection of Pipe Size
- Manning’s Formula
- Manning’s “n” Value
- Determination of Flow Velocity
- Minimum Velocity
- Maximum Velocity
- Example Problems
- 2-1 Storm Sewer Flow
- 2-2 Required Sanitary Sewer Size
- 2-3 Storm Sewer Minimum Slope
- 2-4 Sanitary Sewer Design
- 2-5 Storm Sewer Design
- 2-6 Sanitary Sewer Design
Chapter 3. HYDRAULICS OF CULVERTS
- Determination of Design Flow
- Factors Affecting Culvert Discharge
- Inlet Control
- Outlet Control
- Critical Depth
- Selection of Culvert Size
- Culvert Capacity Chart Procedure
- Nomograph Procedure
- Example Problems
- 3-1 Culvert Capacity Chart Procedure
- 3-2 Nomograph Procedure
- 3-3 Culvert Design
- 3-4 Culvert Design
Chapter 4. LOADS AND SUPPORTING STRENGTHS
- Installation Types
- Trench
- Positive Projecting Embankment
- Negative Projecting Embankment
- Jacked or Tunneled
- Standard Installations
- Background
- Introduction
- Four Installations
- Load Pressures
- Selection of Standard Installation
- Determination of Earth Load
- Embankment Soil Load
- Trench Soil Load
- Negative Projecting Embankment Soil Load
- Jacked or Tunneled Soil Load
- Determination of Live Load
- Highways
- Airports
- Rigid Pavement
- Flexible Pavement
- Railroads
- Construction Loads
- Selection of Bedding
- Bedding Factors
- Determination of Bedding Factor
- Application of Factor of Safety
- Selection of Pipe Strength Example Problems
- 4-1 Trench Installation
- 4-2 Positive Projecting Embankment Installation
- 4-3 Negative Projecting Embankment Installation
- 4-4 Jacked or Tunneled Installation
- 4-5 Wide Trench Installation
- 4-6 Positive Projecting Embankment
- Installation Vertical Elliptical Pipe
- 4-7 Highway Live Load
- 4-8 Aircraft Live Load – Rigid Pavement
- 4-9 Aircraft Live Load – Flexible Pavement
- 4-10 Railroad Live Load
- Chapter 5. SUPPLEMENTAL DATA
- Circular Concrete Pipe
- Elliptical Concrete Pipe
- Horizontal Elliptical Pipe
- Vertical Elliptical Pipe
- Concrete Arch Pipe
- Concrete Box Sections
- Special Sections
- Precast Concrete Manhole Sections
- Flat Base Pipe
- Standard Specifications for Concrete Pipe
- Pipe Joints
- Jacking Concrete Pipe
- Required Characteristics of Concrete Jacking Pipe
- The Jacking Method
- Bends and Curves
- Deflected Straight Pipe
- Radius Pipe
- Bends and Special Sections
- Significance of Cracking
