Volume of water discharged from a tank

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SUMMARY

The discussion focuses on calculating the volume of water discharged from a rectangular opening in a large open-topped tank. The key equations used include Torricelli's theorem, which states that the velocity of water emerging from the opening is given by v2 = sqrt(2*g*(h2 - h1)). The volume flow rate Q is expressed as Q = w(h2 - h1)*sqrt(2*g*(h2 - h1)). However, the challenge arises from the non-uniform velocity of water across the opening, necessitating the use of differential calculus to accurately determine the flow rate by integrating the varying velocities over the height of the opening.

PREREQUISITES
  • Understanding of fluid dynamics principles, specifically Torricelli's theorem.
  • Knowledge of calculus, particularly integration techniques.
  • Familiarity with the concepts of volume flow rate and cross-sectional area.
  • Basic physics concepts related to gravitational acceleration (g).
NEXT STEPS
  • Study the application of Torricelli's theorem in various fluid dynamics scenarios.
  • Learn about differential calculus and its application in fluid flow problems.
  • Research methods for calculating volume flow rates with varying velocities.
  • Explore the principles of hydrostatics and their relation to fluid discharge from openings.
USEFUL FOR

Students studying fluid dynamics, engineers working on hydraulic systems, and anyone involved in solving practical problems related to water discharge from tanks.

nemixus
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Homework Statement


A rectangular opening is cut into the side of a large open-topped water tank. The opening has width w and height h2-h1, where h1 and h2 are distances of the opening below the water surface as identified in the figure. Determine the volume V of water that emerges from the opening per unit time (i.e. per second). You may assume that the surface area of the tank is extremely large compared to the area of the opening, but you should not assume that the water emerges from the opening with a single, uniform velocity. (Sorry for not able to show figure. Water is filled almost to the top. Opening on the side is about 1/9 of the tank.)

Homework Equations



Let Q = volume/second, A2 = Area of the hole, V2 = velocity of the hole

The Attempt at a Solution



Q = A2*V2
Torricelli's theorem:
v2 = sqrt(2*g*(h2 - h1))
Q/A2 = sqrt(2*g*(h2 - h1))
Q= w(h2 - h1)*sqrt(2*g*(h2 - h1))

It is after this point when I realized that I cannot assume the velocity is the same throughout the hole and I'm at lost how to approach this problem. Can I still solve the problem this way or do I have to do it a different way since the velocity is not constant throughout?
 
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The velocity varies with height so you should assume a differential cross sectional element of height dh and find the volume flow rate for that element(which would be a function of height). Then integrate under limits of the heights given for volume flowing out per unit time.
 

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