Author: Hydraulics Research Limited
Publisher: Thomas Telford
ISBN: 9780946466023
Category : Technology & Engineering
Languages : en
Pages : 96
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Book Description
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:
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 188
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Book Description
Author: United States. Bureau of Public Roads
Publisher:
ISBN:
Category : Graphic methods
Languages : en
Pages : 118
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Book Description
Author: United States. Federal Highway Administration
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 116
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Book Description
The 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.
Author: D. I. H. Barr
Publisher: Thomas Telford
ISBN: 9780727726384
Category : Technology & Engineering
Languages : en
Pages : 356
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Book Description
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: Great Britain. Department of the Environment
Publisher: London : Department of the Environment
ISBN: 9780114705640
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 45
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Book Description
Author: D H Barr
Publisher: Thomas Telford
ISBN: 0727733567
Category : Technology & Engineering
Languages : en
Pages : 348
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Book Description
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: United States. Federal Highway Administration
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 105
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Book Description
Author: D H Barr
Publisher: Thomas Telford
ISBN: 0727733559
Category : Technology & Engineering
Languages : en
Pages : 455
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Book Description
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
ISBN: 0727716670
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 248
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Book Description
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.