- #1
Ash L
- 19
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Homework Statement
Okay so the question goes like this:
In the design problem to follow, the constants in table 1 may be assumed.
Density P = 1000kg/m^3
Viscosity u = 10^(-3) pas
Gravitational Constant g = 9.8m/s^2
There is a tank in this question. Let's call it Tank 1. I can't put a picture of it up but it looks like an inverted cone with the sharp tip sliced off so water can come out of this point. The liquid inside Tank 1 has a height of H1.
The theoretical equations that describe tank 1’s behaviour while draining (with no
inflow) are given below:
A1*dH1/dt = -a1v1(t) Equation (1)
H1(t) =
v[2] (t)/2g Equation (2)
[1]
Q1) Verify the equation for H1(t), equation (2), using the Engineering Bernoulli
Equation.
Q2) Determine an expression for the cross sectional area A1 of the fluid in the tank
as a function of β and H1(t).
Homework Equations
I think the Bernoulli equation is v^2/2g + z + P/g = c I have been sitting down staring at this problem for 5 days and haven't got a clue how to do it. Could someone please help me?