Toricelli's principle and fluid flow

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SUMMARY

Toricelli's principle states that the rate of fluid flow through an orifice in a tank is proportional to the square root of the fluid height. This principle can be derived using Bernoulli's equation. In the case of a spherical tank, a discharge coefficient (Cd) of 0.6 is introduced to account for variations in orifice shape, size, and fluid viscosity. The correction factor φ, which varies based on orifice characteristics, typically ranges from 0.94 to 0.99 for small circular orifices at high Reynolds numbers.

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  • Understanding of Torricelli's principle
  • Familiarity with Bernoulli's equation
  • Knowledge of fluid dynamics concepts
  • Basic principles of discharge coefficients in hydraulics
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  • Research the derivation of Torricelli's principle using Bernoulli's equation
  • Explore the significance of discharge coefficients (Cd) in fluid flow
  • Study the impact of orifice shape and size on fluid discharge rates
  • Examine hydraulic handbooks for values of φ for various orifice configurations
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Micko
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Hello to all,

I've been reading an article about modeling in which there is Toricelli's principle stated: rate of fluid flow through a hole in a tank is proportional to square root of its height. That is easy to understand and to derive this using Bernoulli formula. I have derived this to a simple case of cylindrical tank. I have found that for spherical tank there is some kind of constant that depends of the type of the fluid.
I cannot understand this. Can anyone explain why it is Cd = 0.6 for this particular case. How this Cd is determined? (Please look in the attachment).

Thank you
 

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Hello Micko! :smile:

From "[URL …

The actual speed of efflux differs somewhat from that given by Torricelli’s law and depends on the shape and size of the orifice; the viscosity of the liquid; and the flow rate, or discharge.

To take these factors into account, a correction coefficient is introduced, and the equation given above then takes on the form v = φ√(2gh).

The value of φ is less than unity. For small circular orifices and high Reynolds numbers φ is equal to 0.94–0.99. Values of φ for orifices of other shapes and sizes are given in hydraulics handbooks.

The Great Soviet Encyclopedia, 3rd Edition (1970-1979).​
 
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