Abstract

One of the oldest problems in the history of hydraulics is the outflow from a vessel through an orifice. In 1644, it was described by the Torricelli principle stating that the outflow velocity is the fall velocity from the filling level. From a theoretical point of view, the Torricelli principle is valid because it follows from Bernoulli's energy conservation principle. In this paper, the outflow problem will be described by Newton's momentum balance principle. Here, the Torricelli formula is obtained when the rounded orifice is treated as a contraction. For the sharp-edged orifice the bulk outflow velocity is the fall velocity from half the filling height. In this momentum balance theory, no artificial outflow coefficients are needed to distinguish between the cases of sharp-edged and rounded orifices.

References

1.
Kuhn
,
T. S.
,
1962
,
The Structure of Scientific Revolutions
,
The University of Chicago Press
,
Chicago, IL
.
2.
Torricelli
,
E.
,
1644
,
Opera Geometrica
,
Amatoris Masse & Laurentij de Landis
,
Florenz, ITaly
.
3.
Tokaty
,
G. A.
,
1994
,
A History and Philosophy of Fluid Mechanics
,
Dover Publications
,
New York
.
4.
Lienhard
,
V.
,
Lienhard
,
J. H.
, and
Iv
,
J. H.
,
1984
, “
Velocity Coefficients for Free Jets From Sharp-Edged Orifices
,”
ASME J. Fluids Eng.
,
106
(
1
), pp.
13
17
.10.1115/1.3242391
5.
Malcherek
,
A.
,
2016
, “
History of the Torricelli Principle and a New Outflow Theory
,”
J. Hydraulic Eng.
,
142
(
11
), p.
02516004
.10.1061/(ASCE)HY.1943-7900.0001232
6.
Malcherek
,
A.
,
2018
, “
300 Years 'De Motu Aquae Mixto': What Poleni Really Wrote and a New Overflow Theory Based on Momentum Balance
,”
Seventh IAHR International Symposium on Hydraulic Structures
,
B. T.
Daniel Bung
, ed., Aachen, Germany, May 15–18.
7.
Bijankhan
,
M.
, and
Mazdeh
,
A. M.
,
2018
, “
Assessing Malcherek's Outflow Theory to Deduce the Stage-Discharge Formula for Overflow Structures
,”
J. Irrig. Drain. Eng.
,
144
, pp.
1
11
.
8.
Ferro
,
V.
, and
Aydin
,
I.
,
2018
, “
Testing the Outflow Theory of Malcherek by Slit Weir Data
,”
Flow Meas. Instrum.
,
59
, pp.
114
117
.10.1016/j.flowmeasinst.2017.12.003
9.
Epple
,
P.
,
Steppert
,
M.
,
Steber
,
M.
, and
Malcherek
,
A.
,
2018
, “
Theoretical and Numerical Analysis of the Pressure Distribution and Discharge Velocity in Flows Under Sluice Gates
,”
ASME
Paper No. FEDSM2018.10.1115/FEDSM2018-83277
10.
Malcherek
,
A.
,
2019
,
Fliessgewässer - Hydraulik, Hydrologie, Morphologie Und Wasserbau
,
Springer-Vieweg
,
Wiesbaden, Germany
.
11.
Malcherek
,
A.
, and
Müller
,
S.
,
2021
, “
The Application of the Integral Momentum Balance on the Pressure Drop of a Sudden Contraction
,”
ASME J. Fluids Eng.
,
143
(
1
), p.
011302
.10.1115/1.4048286
12.
Bernoulli
,
D.
,
1738
,
Hydrodynamica Sive de Viribus Motibus Fluidorum Commentarii
,
Johann Reinhold Dulsecker
,
Strassburg, France
.
13.
Bernoulli
,
J.
,
1742
, “
Hydraulica
,”
Opera Omnia
,
IV
(
CLXXXVI
), pp.
387
493
.
You do not currently have access to this content.