2015
DOI: 10.1088/0143-0807/36/3/035017
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Discharge time of a cylindrical leaking bucket

Abstract: The problem of the discharge time of a cylindrical bucket with a hole in the bottom is solved by means of Bernoulli's equation for non-steady flow.Comparison of the results with experiment and with a simplified analysis using Torricelli's law is made. The measurements were made by high-school students in a laboratory session under guidance of instructors. It is noted that, for large ratios between the radius R of the cylinder and the radius r of the hole, the simple formula for the discharge time of a leaking … Show more

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Cited by 9 publications
(9 citation statements)
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“…Let us first consider the hydrodynamic system consisting of a leaking bucket of cross section S as in figure 1. In this figure p t ( ) is the incoming water flux flow rate and q t ( ) is the outcoming flux flow rate expressed by means of Torricelli's equation [14]…”
Section: The Energy Balance Modelmentioning
confidence: 99%
“…Let us first consider the hydrodynamic system consisting of a leaking bucket of cross section S as in figure 1. In this figure p t ( ) is the incoming water flux flow rate and q t ( ) is the outcoming flux flow rate expressed by means of Torricelli's equation [14]…”
Section: The Energy Balance Modelmentioning
confidence: 99%
“…If the rate of change of the height h of fluid in the tank is small compared to υ 2 then that speed of outflow can be approximated using Torricelli's theorem [9] so that…”
Section: Appendixmentioning
confidence: 99%
“…The Torricelli equation [Eq. (6)] was used to determine the outlet flow, Q, through the discharge valve from the head above it, H; the orifice area, S h ; and a nondimensional discharge coefficient, K d , that depends on the geometry of the orifice (Franchini and Lanza 2013;Blasone et al 2015). The discharge coefficient for a thin-walled circular orifice has been estimated at 0.6 (White 1999).…”
Section: Validationmentioning
confidence: 99%