Tables for the Hydraulic Design of Pipes, Sewers and Channels, 8th Edition, 2 Volume set

For this new edition the system of increments of gradient have been modified to reduce the need for interpolation, now matching that of (Tables D). Continued from the Seventh edition are the results of new work on the assessment of roughness size in commercial pipes manufactured from materials currently utilised to give a smooth finish and on the assessment of additional losses at bends in such pipes.

In both volumes the tables of unit properties provide aid for both gradually varied and rapidly varied flow problems.

Introductory Survey
Review of Hydraulic Resistance
Application of The Colebrook-White Equation in Design and Tabular Displays of Solutions.

Volume 1 : Circular Section Pipelines and Sewers Flowing Full

Chapter 1 : Non-Circular Cross-Sections of Flow-General Principles
Chapter 2 : Part-Full Circular Pipes-Proportional Flow Approach
Chapter 3 : Non-Circular Cross-Sections of Flow-General Approach
Chapter 4 : Illustrations of The Basic Procedures
Chapter 5 : Obtaining Adjusted Solutions as Appropriate
Chapter 6 : Configuration Modified Measures of Surface Resistance
Chapter 7 : Other Sources of Resistance
Chapter 8 : Checks on Mean Velocity
Chapter 9 : Reynolds Number and Froude Number

Viscosities Other Than That of Water at 15? C
Critical Depth and Critical Discharge
Gradually Varied Flow of Prismatic Channels
Rapidly Varied Flow
Review
References
Nomenclature
Appendices
Tables of Colebrook- White Solutions (Tables A1-A58)
Tables of Proportioning Exponents (Tables B)
Tables of Properties of Unit Sections (Tables C)
Annexure

Volume II : A Condensed Tabular System for Colebrook-White Solutions

Chapter 10 : Tables of Properties of Unit Sections (Tables C)
Chapter 11 : Circular Section Pipelines and Sewers Flowing Full
Chapter 12 : Non-Circular Cross-Sections of Flow-General Principles
Chapter 13 : Partfull Circular Pipes Pipes-Proportional Flow Approach
Chapter 14 : Non-Circular Cross-Sections of Flow-General Approach
Chapter 15 : Illustration of Basic Procedures
Chapter 16 : Basic Solutions for Trapezoidal Open Channel
Chapter 17 : Obtaining Adjusted Solutions for The Preceding Examples as Appropriate
Chapter 18 : Configuration Modified Measures of Surface Resistance
Chapter 19 : Basic Manning-Williamson Solutions
Chapter 20 : Other Sources of Resistance
Chapter 21 : Checks on Mean Velocity
Chapter 22 : Reynolds Number and Froude Number

Viscosities Other Than That of Water at 15? C
Critical Depth and Critical Discharge
Use of Tables with Data From Natural Channels
Gradually Varied Flow in Prismatic Channels
Rapidly Varied Flow
Review
References
Nomenclature
Appendices
Tables of The Properties of Unit Sections with Separate Proportional Discharge Table for Circular Pipes Only (Tables C)
Values of Mv and M Q Deriving From The Manning Equation (Tables D) and Values of Mc Deriving From Colebrook-White Equation in Conjunction with The Manning Equation and The Velocity Ration V R(0.50) for Half-Fill Flows in Circular Pipes (Tables E)
Annexure