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Tables for the Hydraulic Design of Pipes, Sewers and Channels, 8th edition (2-volume set)
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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; Non-circular cross-sections of flow-general principles; Part-full circular pipes-proportional flow approach; Non-circular cross-sections of flow-general approach; Illustrations of the basic procedures; Obtaining adjusted solutions as appropriate; Configuration modified measures of surface resistance; Other sources of resistance; Checks on mean velocity; Reynolds number and Froude number; Viscosities other than that of water at 15 Degrees 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; Tables of properties of unit sections (Tables C); Circular section pipelines and sewers flowing full, Non-circular cross-sections of flow-General principles, Partfull circular pipes pipes-proportional flow approach, Non-circular cross-sections of flow-general approach, illustration of basic procedures, basic solutions for trapezoidal open channel, Obtaining adjusted solutions for the preceding examples as appropriate, configuration modified measures of surface resistance, Basic Manning-Williamson solutions, other sources of resistance, Checks on mean velocity, Reynolds number and Froude number;Viscosities other than that of water at 15 Degrees 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.

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