Abstract
In a typical water supply system, water is abstracted from a source, purified and pumped to a storage reservoir. From there it is gravitated to consumers connected to the reticulation system.
This is a preview of subscription content, log in via an institution to check access.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Abramov, N. (1969). Methods of reducing power consumption in pumping water. Int. Water Supply Assn. Congress, Vienna.
Ackers, P. (1969). Charts for the Hydraulic Design of Channels and Pipes, 3rd} ed. Hydraulic Research Station, Wallingford.
Anis Al-Layla, M., Ahmad, S. and Middlebrooks, E.J. (1985). Water supply engineering design. Ann Arbor Science Publishers, Ann Arbor, Mi.
Barnard, R.E. (1957). Design and deflection control of buried steel pipe supporting earth loads and live loads. Proc. Am. Soc. Testing Materials, 57, 1233.
Barlow, J.F. and Markland, E. (1969). Computer analysis of pipe networks. Proc. Inst. Civ. Eng., 48 (paper 7187), 249.
Colebrook, C.F. (1939). Turbulent flow in pipes, with particular reference to the transition regions between smooth and rough pipe laws. J. Inst Civ. Eng., 11, 133.
Construction Industry Research and Information Assn (CIRIA) (1978). Design and Construction of Buried Thin-Wall Pipes. London.
Cross, H. (1936). Analysis of flow in networks of conduits or conductors. Univ. Illin. Bull No. 286.
Dept. Community Services (1996). Guidelines for the Provision of Engineering Services and Amenities in Residential Township Development. Pretoria.
IRC (1980). Public standpost water supplies — a design and construction manual. International Reference Centre for Community Water Supply and Sanitation, The Hague, Netherlands, Technical Paper No. 14, 99 pp.
IRC (1981). Small community water supplies. International Reference Centre for Community Water Supply and Sanitation, The Hague, Netherlands, Technical Paper No. 18, 413 pp.
Isaacs, L.J. and Mills, K.G. (1980). Linear theory methods for pipe network analysis. Proc. Am. Soc. Civ. Eng., HY7 (1555a) 106, 1191–1201.
Jordan, T.D. (1984). A handbook of gravity-flow water systems. Intermediate Technology Publications, London, 224 pp.
Kally, E. (1969). Pipeline planning by dynamic computer programming. J. Am. Water Works Assoc., 3, 114–118.
Marston, A. and Anderson, A.O. (1913). The theory of loads on pipes in ditches and tests of cement and clay drain tile and sewer pipe. Iowa State Univ. Sci. Technol. Eng. Exp. Stn. Bull., No. 13.
Prosser, M.J. (1977). The hydraulic design of pump sumps and intakes. British Hydromechanics Research Association and Construction Industry Research and Information Association.
Spangler, M.G. (1941). The structural design of flexible pipe culverts. Iowa State Univ. Sci. Technol. Eng. Exp. Stn. Bull., No. 153.
Stephenson, D. (1979). Flexible pipe theory applied to thin-walled uPVC piping. Pipes and Pipelines Int., 24(6), 9–17.
Stephenson, D. (1981). The design of water pipelines. Journal of Pipelines, 1, 45–55.
Stephenson, D. (1989). Pipeline Design for Water Engineers. 3rd Ed., Elsevier, Amsterdam, 226 pp.
Streeter, V.L. and Wylie, E.B. (1967). Hydraulic Transients. McGraw-Hill, New York, 329 pp.
Tullis, J.P. (1995). Reliability and expected use of dynamic devices in a water distribution system. In Improving Efficiency and Reliability in Water Distribution Systems, Ed. Cabrera, E. and Vela, A.F., Kluwer Acad. Publs., Dordrecht.
Wood, D.J. and Charles, C.O.A. (1972). Hydraulic network analysis using linear theory. Proc. Am. Soc. Civ. Eng., HY7 (9031) 98, 1157–1170.
Author information
Authors and Affiliations
Rights and permissions
Copyright information
© 1998 Springer Science+Business Media Dordrecht
About this chapter
Cite this chapter
Stephenson, D. (1998). System Design. In: Water Supply Management. Water Science and Technology Library, vol 29. Springer, Dordrecht. https://doi.org/10.1007/978-94-011-5131-3_3
Download citation
DOI: https://doi.org/10.1007/978-94-011-5131-3_3
Publisher Name: Springer, Dordrecht
Print ISBN: 978-94-010-6157-5
Online ISBN: 978-94-011-5131-3
eBook Packages: Springer Book Archive