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Basics of Fluid Mechanics, 2014a

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7.1. THE FIRST LAW OF THERMODYNAMICS 207<br />

f(G) 2 h d2 h<br />

dt 2 + gh+ 1 2<br />

( ) [ 2 ( ) ] 2 dh<br />

A<br />

f(G) 2 − =0 (7.52)<br />

dt<br />

A e<br />

Defining a new tank emptying parameter, T e ,as<br />

( ) 2<br />

A<br />

T e =<br />

(7.53)<br />

f(G) A e<br />

This parameter represents the characteristics <strong>of</strong> the tank which controls the emptying<br />

process. Dividing equation (7.52) byf(G) 2 and using this parameter, equation (7.52)<br />

after minor rearrangement transformed to<br />

( d 2 h<br />

h<br />

dt 2 + gA e 2 )<br />

T e A 2 + 1 2<br />

The solution can either <strong>of</strong> these equations 16<br />

or<br />

⎧ -<br />

−<br />

⎪⎭<br />

-<br />

⎧ -<br />

-<br />

( ) 2 dh<br />

[1 − T e ]=0 (7.54)<br />

dt<br />

√<br />

dh<br />

(k 1 T e − 2 k 1 ) e ln(h) Te +2gh 2<br />

h (Te− 2) f(G)<br />

= t + k 2 (7.55)<br />

dh<br />

√<br />

(k 1 T e − 2 k 1 ) e ln(h) Te +2gh 2<br />

= t + k 2 (7.56)<br />

⎪⎭ h (Te− 2) f(G)<br />

The solution with the positive solution has no physical meaning because the height<br />

cannot increase with time. Thus define function <strong>of</strong> the height as<br />

⎧ -<br />

f(h) =−<br />

⎪⎭<br />

-<br />

dh<br />

√<br />

(k 1 T e − 2 k 1 ) e ln(h) Te +2gh 2<br />

h (Te− 2) f(G)<br />

The initial condition for this case are: one the height initial is<br />

The initial boundary velocity is<br />

(7.57)<br />

h(0) = h 0 (7.58)<br />

16 A discussion about this equation appear in the mathematical appendix.<br />

dh<br />

dt<br />

=0 (7.59)

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