Additional tables for the hydraulic design of pipes, sewers, and channels

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書誌事項

Additional tables for the hydraulic design of pipes, sewers, and channels

D.I.H. Barr and HR Wallingford

Thomas Telford , American Society of Civil Engineers [distributor for USA], 1993

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注記

"To be used in conjunction with the existing HR Wallingford Tables for the hydraulic design of pipes and sewers (3rd, 4th or 5th editions). It is intended that the two sets of tables will be amalgamated to form the 6th edition of the Wallingford Tables."--Pref

内容説明・目次

内容説明

The aim of these tables is to overcome limitations in the existing Hydraulics Research "Tables for the Hydraulic Design of Pipes and Sewers". The current edition of the tables is limited to pipe diameters of two metres and to a couple of pipe shapes. The additional tables which are designed to be used in conjunction with the existing 5th edition of "Tables for the Hydraulic Design of Pipes and Sewers" would extend the diameter to 20m. New interpolation procedures for part-full pipes and pipes of other cross-sectional shapes, other than circular and one particular form of egg-shape can be determined.

目次

Introduction. Review of Hydraulic Resistance Design of Circular Section Pipelines and Sewers Non-Circular Cross Sections of Flow Solutions for Egg-Shape Sewer Solutions for Trapezoidal Open Channel Other Sources of Resistance Checks on Mean Velocity, Reynolds Number and Froude Number Visosities other than that of Water at 15C. The Manning Equation Critical Depth and Critical Discharge Gradually Varied Flow in Prismatic Channels Review References

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