15.03.2018 Views

BAKER HUGHES - Drilling Fluids Reference Manual

Create successful ePaper yourself

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

HYDRAULICS<br />

Then solve for Q c ,<br />

where:<br />

Q c<br />

= 2.45( V c )[( D 2 ) 2 – ( D 1 ) 2 ]<br />

Q c = critical flow rate, gal/min<br />

Fanning Friction Factor<br />

The Fanning Friction Factor (f) expresses the resistance to flow of a fluid at the pipe wall and is a<br />

function of the Reynolds Number and of the surface conditions at the wall.<br />

Laminar flow in pipe,<br />

f<br />

p<br />

= 16<br />

Re<br />

p<br />

Transitional flow in pipe,<br />

f<br />

⎡Re<br />

p<br />

−<br />

= ⎢<br />

⎣<br />

p<br />

( 3470 −1370n<br />

)<br />

800<br />

p<br />

⎤<br />

⎥<br />

⎦<br />

×<br />

⎡<br />

⎢<br />

⎢⎣<br />

a<br />

−<br />

16<br />

⎤<br />

+<br />

⎥⎦<br />

⎥<br />

( 4270 −1370np<br />

) 3470 −1370np<br />

3470 −1370np<br />

16<br />

where:<br />

log n<br />

p<br />

3.93<br />

a =<br />

+<br />

50<br />

1.75 − log n<br />

b =<br />

7<br />

Turbulent flow in pipe,<br />

p<br />

f p<br />

=<br />

--------<br />

a<br />

b<br />

Re p<br />

where:<br />

logn a p + 3.93<br />

= -----------------------------<br />

50<br />

1.75 – logn b = -----------------------------<br />

p<br />

7<br />

Laminar flow in annulus,<br />

f =<br />

a<br />

24<br />

Re<br />

a<br />

<strong>BAKER</strong> <strong>HUGHES</strong> DRILLING FLUIDS<br />

REFERENCE MANUAL<br />

REVISION 2006 9-14

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

Saved successfully!

Ooh no, something went wrong!