The aim of these tables is to overcome limitations in the existing Hydraulics Research qqTables for the Hydraulic Design of Pipes and Sewersqq. 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 qqTables for the Hydraulic Design of Pipes and Sewersqq 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.ACKERS, P. Resistance of fluids flowing in channels and pipes. Hydraulics ... Wallingford Software User Manual for WALLRUS, 4th Edition, 1991. 1 8. WATER ... BARR, D. I. H. and DAS, M. M. Direct solutions for normal depth using the Manning equation. Proc. Instn Civ ... CHOW, V.-T. Open channel hydraulics. McGraw-Hillanbsp;...
|Title||:||Additional Tables for the Hydraulic Design of Pipes, Sewers and Channels|
|Author||:||D. I. H. Barr, HR Wallingford (Firm)|
|Publisher||:||Thomas Telford - 1993-01-01|