Abstract
Drainage can be roughly divided into two categories: surface water drainage, which is designed to dispose of rain and excess ground water, and foul water drainage designed to dispose of sewage. The design of each is based on the same hydraulic principles. In this chapter we shall concentrate on surface water drainage, indicating the differences between foul and surface water when appropriate. The chapter begins by considering a simplified method of design and goes on to look at construction and some recent developments in trenchless technology. This chapter must be considered as an introduction to drainage design; more detailed information is available from the references made within the text, from the manufacturers and from the Water Research Council.
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9.5 References
ARC Pipes. Design Manual, 1990. Mells Road, Frome, Somerset BA11 3PD
British Standards Institution. BS 8110: Part 1: 1985: Structural Use of Concrete, ISBN 0 580 14489 5
British Standards Institution. BS 8301 British Standard Code of Practice for Building Drainage: London 1985
British Standards Institution. BS 8005: Parts 0,1,2, and 4: 1987. British Standard Code of practice for drainage (Part 3: 1989 and Part 5: 1990)
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Clay Pipe Development Association 30 Gordon Street, London WClH OAN.
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Design and Analysis of Urban Storm Drainage; The Wallingford Procedure, Volume 4 — The Modified Rational Method, National Water Council 1981
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Roads and Street Works Act 1991 January 1993.
Transport and Road Research Laboratory. TRRL Contractor Report 2, The Drainage Capacity of BS Road Gullies and a Procedure for Estimating Their Spacing, 1985. TRRL
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© 1996 Dene R. Warren
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Warren, D.R. (1996). Drainage. In: Civil Engineering Construction Design and Management. Palgrave, London. https://doi.org/10.1007/978-1-349-13727-5_9
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DOI: https://doi.org/10.1007/978-1-349-13727-5_9
Publisher Name: Palgrave, London
Print ISBN: 978-0-333-63682-4
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