06.09.2021 Views

Basics of Fluid Mechanics, 2014a

Basics of Fluid Mechanics, 2014a

Basics of Fluid Mechanics, 2014a

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

1.6. FLUID PROPERTIES 23<br />

straight. The new density is<br />

ρ 2 =<br />

ρ 1<br />

(1 + α Δ T ) 3<br />

} {{ }<br />

thermal expansion<br />

(1.IX.a)<br />

The more accurate calculations require looking into the steam tables. As estimated<br />

value <strong>of</strong> the density using Young’s modulus and V 2 ∝ (L 2 ) 38 .<br />

ρ 2 ∝ 1<br />

(L 2 ) 3 =⇒ ρ 2 ∼ =<br />

m<br />

( (L 1 1 − ΔP<br />

E<br />

)) 3<br />

(1.IX.b)<br />

It can be noticed that ρ 1<br />

∼ = 3 m/L1 and thus<br />

ρ 1<br />

(1 + αΔ T ) 3 = ρ 1<br />

(<br />

1 − ΔP ) 3<br />

(1.IX.c)<br />

E<br />

The change is then<br />

Thus the final pressure is<br />

1+αΔ T =1− ΔP<br />

E<br />

P 2 = P 1 − EαΔ T<br />

(1.IX.d)<br />

(1.IX.e)<br />

In this case, what happen when the value <strong>of</strong> P 1 − EαΔ T becomes negative or very<br />

very small? The basic assumption falls and the water evaporates.<br />

If the expansion <strong>of</strong> the water is taken into account then the change (increase) <strong>of</strong><br />

water volume has to be taken into account. The tank volume was calculated earlier<br />

and since the claim <strong>of</strong> “strong” steel the volume <strong>of</strong> the tank is only effected by the<br />

temperature.<br />

∣<br />

V 2 ∣∣∣tank<br />

=(1+α ΔT ) 3<br />

(1.IX.f)<br />

V 1<br />

The volume <strong>of</strong> the water undergoes also a change and is a function <strong>of</strong> the temperature<br />

and pressure. The water pressure at the end <strong>of</strong> the process is unknown but the volume<br />

is known. Thus, the density at end is also known<br />

ρ 2 =<br />

m w<br />

T 2 | tank<br />

(1.IX.g)<br />

The pressure is a function volume and the temperature P = P (v, T) thus<br />

dP =<br />

∼β v<br />

( { }} {<br />

∂P<br />

∂v<br />

)<br />

dv +<br />

∼E<br />

({ }} {<br />

∂P<br />

∂T<br />

)<br />

dT<br />

(1.IX.h)<br />

8 This leads E (L 2 − L 1 )=ΔPL 1 . Thus, L 2 = L 1 (1 − ΔP/E)

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!