Abstract
In the following pages we deal with some aspects of hydraulic transients— the variations of flow and pressure which occur when one steady state changes to another steady state.
I saw him beat the surges under him
And ride upon their backs.
Shakespeare: The Tempest
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References
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Further Reading
Dubin, C.: Protection of pipelines against water hammer (Int. Wat. Supp. Ass., 1958), pp. 74–135.
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Jaeger, C.: Engineering fluid mechanics (Blackie, 1956).
Kennedy, J. F.: ‘A short bibliography of references on water hammer’, J. New Engl. WatWks Ass., (1964), 78, 270–272.
Parmakian, J.: ‘Waterhammer analysis’ (Dover, 1955).
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© 1969 John Pickford
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Pickford, J. (1969). Waterhammer, Surge Tanks and Open Channel Surge. In: Analysis of Surge. Macmillan Civil Engineering Hydraulics. Palgrave, London. https://doi.org/10.1007/978-1-349-00160-6_1
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DOI: https://doi.org/10.1007/978-1-349-00160-6_1
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