Flowmetry Analysis (relating height to flow rate)

Click For Summary
SUMMARY

The discussion centers on calculating the instantaneous height of a liquid in a cylinder during simultaneous filling and emptying. The user employs Torricelli's theorem and the continuity equation, utilizing a cylinder area of 5 cm² and an orifice area of 0.5 cm². Despite calculating volume using V=Qt and height with H=V/A, the user expresses uncertainty about the modeling approach. The need for a more accurate method to assess flow rates and heights is evident.

PREREQUISITES
  • Understanding of fluid dynamics principles, specifically Torricelli's theorem.
  • Familiarity with the continuity equation in fluid mechanics.
  • Basic knowledge of calculus for instantaneous rate calculations.
  • Experience with volume and area calculations in geometric contexts.
NEXT STEPS
  • Research advanced applications of Torricelli's theorem in varying flow conditions.
  • Explore numerical methods for solving differential equations related to fluid dynamics.
  • Learn about the impact of orifice size on flow rate and liquid height.
  • Investigate simulation tools for modeling fluid flow in real-time scenarios.
USEFUL FOR

This discussion is beneficial for students in fluid dynamics, engineers working on hydraulic systems, and anyone involved in modeling liquid flow in containers.

Minoui11
Messages
2
Reaction score
0
Hello!

1. Homework Statement

I need to find the instantaneous height of a liquid during the simultaneous filling and emptying (through a hole) of a cylinder. I have varying Qin at incremental time of 1 sec. with cylinder area=5 cm and orifice area=0.5 cm.

Homework Equations


Torricelli's theorem
Continuity equation[/B]

The Attempt at a Solution


1) Used V=Qt to find volume for each flow rate.
2) Calculated H=V/A.
3) Used torricelli's theorem to calculate Qout.

But this doesn't seem to me like the correct modeling of the problem and am stuck on how to go about it.
 
Physics news on Phys.org
Help anyone??
 

Similar threads

Replies
4
Views
2K
  • · Replies 6 ·
Replies
6
Views
2K
  • · Replies 4 ·
Replies
4
Views
4K
  • · Replies 4 ·
Replies
4
Views
2K
  • · Replies 5 ·
Replies
5
Views
2K
  • · Replies 15 ·
Replies
15
Views
3K
Replies
1
Views
3K
  • · Replies 6 ·
Replies
6
Views
3K
  • · Replies 1 ·
Replies
1
Views
2K
Replies
3
Views
3K