Tables For The Hydraulic Design Of Pipes Sewers And Channels Volume Ii
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Author | : D H Barr |
Publisher | : Thomas Telford |
Total Pages | : 348 |
Release | : 2006 |
Genre | : Technology & Engineering |
ISBN | : 0727733567 |
Covering 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 | : D H Barr |
Publisher | : Thomas Telford |
Total Pages | : 455 |
Release | : 2006-04-07 |
Genre | : Technology & Engineering |
ISBN | : 0727733559 |
Covering 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 | : D. I. H. Barr |
Publisher | : Thomas Telford |
Total Pages | : 356 |
Release | : 1998 |
Genre | : Technology & Engineering |
ISBN | : 9780727726384 |
This 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 |
Total Pages | : 248 |
Release | : 1993 |
Genre | : Channels (Hydraulic engineering) |
ISBN | : 0727716670 |
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.
Author | : |
Publisher | : |
Total Pages | : 0 |
Release | : 1998 |
Genre | : Channels (Hydraulic engineering) |
ISBN | : |
Author | : Hydraulics Research Limited |
Publisher | : Thomas Telford |
Total Pages | : 96 |
Release | : 1983 |
Genre | : Technology & Engineering |
ISBN | : 9780946466023 |
An 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 | : Peter Ackers |
Publisher | : |
Total Pages | : 88 |
Release | : 1963 |
Genre | : Drainage |
ISBN | : |
Author | : D. I. H. Barr |
Publisher | : |
Total Pages | : 229 |
Release | : 1992 |
Genre | : Drainage pipes |
ISBN | : |
Author | : D. I. H. Barr |
Publisher | : |
Total Pages | : 608 |
Release | : 1998-01-01 |
Genre | : Channels (Hydraulic engineering) |
ISBN | : 9780727726391 |
Following the two-volume format of the 6th edition of the Wallingford Tables, this 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. In addition, there is cover of the Manning and of the Hazen-Williams resistance formulae. Almost completely reset and redrawn, this edition has many updates and improvements including: new roughness size data, elimination of interpolation between pages and inclusion of data on losses at appurtenances.
Author | : J. N. Joshi |
Publisher | : New Age International |
Total Pages | : 43 |
Release | : 2006 |
Genre | : Drainage pipes |
ISBN | : 8122418678 |
About the Book: The Book is basically a hydraulic design aid for selection to diameter of pipe and/or deciding gradient of the pipeline to convey water from one place to the other economically. The novel feature of the book is that it highlights the power wasted in overcoming resistance due to friction offered by the surface of pipe in contact with the water. A judicious selection of right size of pipe diameter can save even up to 90% of the power used in transmission of water. The book also helps select appropriate gradient of the pipe line to convey a designed flow through pipe flowing un.