the effect of the particle size distribution on non-newtonian turbulent ...
the effect of the particle size distribution on non-newtonian turbulent ...
the effect of the particle size distribution on non-newtonian turbulent ...
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Chapter 2 Literature Review Page 2.12<br />
The partial integrati<strong>on</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g> equati<strong>on</strong> 2.9 using equati<strong>on</strong> 2.10 and equati<strong>on</strong> 2.12 leads to:<br />
3<br />
rD '. du<br />
Q = - - • J r- - - dT ,<br />
8 [ TO ] 0 dr<br />
where <str<strong>on</strong>g>the</str<strong>on</strong>g> shear stress at <str<strong>on</strong>g>the</str<strong>on</strong>g> wall is given by:<br />
T = Ddp<br />
o 4 L<br />
(2.12)<br />
(2.13)<br />
(2.14)<br />
The flow rate for <str<strong>on</strong>g>the</str<strong>on</strong>g> yield pseudoplastic model, <str<strong>on</strong>g>the</str<strong>on</strong>g> Bingham plastic model or <str<strong>on</strong>g>the</str<strong>on</strong>g> power law<br />
model can hence be obtained by substituti<strong>on</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g> <str<strong>on</strong>g>the</str<strong>on</strong>g> relevant rheological equati<strong>on</strong> ie. equati<strong>on</strong><br />
2.6, equati<strong>on</strong> 2.7 or equati<strong>on</strong> 2.8 respectively. As menti<strong>on</strong>ed, <str<strong>on</strong>g>the</str<strong>on</strong>g> yield pseudoplastic model<br />
- - -is<br />
to used for this study <str<strong>on</strong>g>the</str<strong>on</strong>g>refore substituting equati<strong>on</strong> 2.6 into equati<strong>on</strong> 2.13 yields:<br />
4n<br />
1<br />
• n 3<br />
TO<br />
K<br />
2.7.3 Generalized Approach for Laminar Flow<br />
(2.15)<br />
Metzner & Reed (1955) proposed a generalized correlati<strong>on</strong> for any time independent fluid.<br />
This is based up<strong>on</strong> a relati<strong>on</strong>ship developed by Rabinowitsch (1929) and Mo<strong>on</strong>ey (1931) for<br />
<str<strong>on</strong>g>the</str<strong>on</strong>g> calculati<strong>on</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g> shear rates at <str<strong>on</strong>g>the</str<strong>on</strong>g> wall <str<strong>on</strong>g>of</str<strong>on</strong>g> a pipe, where:<br />
[ _dU] = l. [ 8Y]<br />
dr 0 4 D<br />
I 8Y<br />
+ - - To'<br />
4 D<br />
(2.16)