The simplified solution (no losses; isothermal gas law) is given as
follows:Hmax1.4H 0 1.4(7510)119 m (absolute units). From equa-
tion (13.19),
Hmax H 0 Q 0 (LH 0 /gAV 0 )1/2
givingV 0 38 m^3 , and
HminH 0 Q 0 (LH 0 /gAV 0 )1/2
8534 51 m.
ThereforeVmaxH 0 V 0 /Hmin(isothermal)63 m^3 , and the minimum volume
63 m^3.
References
Anderson, H.H. (1994) Liquid pumps, in Kemp’s Engineers Yearbook (ed.
C. Sharpe), Vol. 1, Benn, Tonbridge, Chapter F7.
Bartlett, R.E. (1978) Pumping Stations for Water and Sewage, Applied Science,
London.
BS (1987) Sewerage, CP 8005, British Standards Publications, London.
Featherstone, R.E. and Nalluri, C. (1995) Civil Engineering Hydraulics, 3rd edn,
Blackwell Scientific, Oxford.
Jaeger, C. (1977) Fluid Transients in Hydraulic Engineering Practice, Blackie,
Glasgow.
Knauss, J. (ed.) (1987) Swirling Flow Problems at Intakes, IAHR Hydraulic Struc-
tures Design Manual, Vol. 1, Balkema, Rotterdam.
Novak, P. (1983) Waterhammer and Surge Tanks, 3rd revised edn, International
Institute for Hydraulic and Environmental Engineering, Delft.
Popescu, M., Arsenic, D. and Vlaso, P (2003) Applied Hydraulic Transients for
Hydroelectric Plants and Pumping Stations, Balkema, Rotterdam.
Prosser, M.J. (1977) The Hydraulic Design of Pump Sumps and Intakes, BHRA
Fluid Engineering and CIRIA, Cranfield.
—— (1992) Design of Low-lift Pumping Station, CIRIA Report 121, Construction
Industry Research and Information Association, London.
Sharp, B.B. and Sharp, D.B. (1996) Water Hammer: Practical Solutions, Arnold,
London.
Turton, R.K. (2003) Rotodynamic Pump Design, Cambridge University Press.
Twort, A.C., Ratnayaka, D.D. and Brandt, M.J. (2000) Water Supply, 5th edn,
Edward Arnold, London.
Wislicenus, G.F. (1965) Fluid Mechanics of Turbomachinery, Vols 1 and 2, Dover
Publications, London.
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