Abstract
Calame and Gaden1 introduced relative values as follows:
Dimensions of length are related to the amplitude of undamped oscillation, y* = v0√(Lr/Ar) (equation 10.5) giving the ratios yr = y/y* and Fr = FPv2/y*.
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References
Calame, J., and Gaden, D.: ‘Theorie des chambres d’équilibre,’ (Gautier-Villars, 1926).
Pearsall, I. S., ‘A survey of surge tank design theories’ NEL Report No. 56, (1962).
Eydoux, D.: Hydraulique générale et appliquée (Baillière, 1921).
Sutton, B. A.: ‘Series solution of some surge tank problems,’ Proc. Instn civ. Engrs, (1960), 16, pp. 225–234.
Elsden, O.: Surge Chambers, Chapter xviii of ‘Hydro-electric engineering practice,’ Ed. J. Guthrie Brown (Blackie, 3nd Edn., 1964).
Johnson, R. D.: ‘The surge tank in water power plants’, Trans. Am. Soc. mech. Engrs, (1908), 30, pp. 443–474.
Forchheimer, P. H.: Hydraulik (3rd Ed., 1930).
Jurney, W. H.: ‘Surge tank analysis’, Tech. Mem. U.S. Reclaim. Serv., (1946), No. 632.
Prasil, F.: ‘Wasserschlossprobleme,’ Schweiz. Bauztg, (1908), 52, pp. 271–277, 301–306, 317–320, 333–336.
Warren, M. M.: ‘Penstock and surge-tank problems,’ Trans. Am. Soc. civ. Engrs, (1915), 79, pp. 238–271.
Stucky, A.; Cours d’aménagement des chutes d’eau. Chambres d’équilibre (Ecole Polyt. Univ. Lausanne, 1951).
Johnson, R. D.: ‘The differential surge tank,’ Trans. Am. Soc. civ. Engrs, (1915), 78, pp. 760–784.
Rich, G. R.: Hydraulic transients (Dover, 1963).
Parmakian. J.: Waterhammer analysis (Dover, 1955).
Further Reading
Binnie, A. M.: ‘Approximate methods in surge tank calculations,’ Proc. Camb. phil. Soc. math, phys. Sci., (1946), 42, p. 156.
Durand, W. F.: ‘On the control of surges in water conduits,’ Trans. Am. Soc. mech. Engrs, (1912), 34, pp. 319–363.
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© 1969 John Pickford
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Pickford, J. (1969). Approximate Methods. In: Analysis of Surge. Macmillan Civil Engineering Hydraulics. Palgrave, London. https://doi.org/10.1007/978-1-349-00160-6_13
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DOI: https://doi.org/10.1007/978-1-349-00160-6_13
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