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Author: Hydraulics Research Limited
Publisher: Thomas Telford
Published: 1983
Total Pages: 96
ISBN-13: 9780946466023
DOWNLOAD EBOOKAn updated book of the Wallingford design charts, used to obtain a direct solution to problems of fluid resistance. This covers all new developments in pipe manufacturing processes, jointing procedures and new materials.
Author: D. I. H. Barr
Publisher: Thomas Telford
Published: 1998
Total Pages: 356
ISBN-13: 9780727726384
DOWNLOAD EBOOKThis new edition again includes the extended range of pipe size that covers European standards as well as those for the newer materials now widely adopted in the UK. The book's main objective is to aid Colebrook-White assessments of resistance in such pipes and in a great variety of free-surface circumstances including large rivers.
Author: D. I. H. Barr
Publisher: Thomas Telford
Published: 1993
Total Pages: 248
ISBN-13: 0727716670
DOWNLOAD EBOOKThe 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.
Author: D H Barr
Publisher: Thomas Telford
Published: 2006
Total Pages: 348
ISBN-13: 0727733567
DOWNLOAD EBOOKCovering conduit and channel shapes by tables of properties based on unit size, this work also includes detailed coverage of the possible effects of variation in water temperature within the normal water resources, as well as considering the treatment of part-full flow in circular pipes.
Author: Hydraulics Research Station (Great Britain)
Publisher:
Published: 1969
Total Pages: 58
ISBN-13:
DOWNLOAD EBOOKAuthor: Peter Ackers
Publisher:
Published: 1969
Total Pages: 56
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. Bureau of Public Roads
Publisher:
Published: 1961
Total Pages: 120
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 1982
Total Pages: 94
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. Bureau of Public Roads
Publisher:
Published: 1961
Total Pages: 118
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. Federal Highway Administration
Publisher:
Published: 1979
Total Pages: 116
ISBN-13:
DOWNLOAD EBOOKThe design of a highway drainage channel to carry a given discharge is accomplished in two parts. The first part of the design involves the computation of a channel section which will carry the design discharge on the available slope. This chapter briefly discusses the principles of flow in open channels and the use of the Manning equation for computing the channel capacity. The second part of the design is the determination of the degree of protection required to prevent erosion in the drainage channel. This can be done by computing the velocity in the channel at the design discharge, using the Manning equation, and comparing the calculated velocity with that permissible for the type of channel lining used. A change in the type of channel lining will require a change in channel size unless both linings have the same roughness coefficient.
