Difference between revisions of "Hagedorn and Brown correlation"
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:<math> 144 \frac{\Delta p}{\Delta h} = \bar \rho_m + \frac{f q_L^2 M^2}{2.9652 \times 10^{11} D^5 \bar \rho_m} + \bar \rho_m \frac{\Delta{(\frac{v_m^2}{2g_c}})}{\Delta h}</math> | :<math> 144 \frac{\Delta p}{\Delta h} = \bar \rho_m + \frac{f q_L^2 M^2}{2.9652 \times 10^{11} D^5 \bar \rho_m} + \bar \rho_m \frac{\Delta{(\frac{v_m^2}{2g_c}})}{\Delta h}</math> | ||
where | where | ||
| − | :<math> \bar \rho_m = | + | :<math> \bar \rho_m = \rho_L H_L + \rho_g (1 - H_L)</math> |
Colebrook–White equation for the Darcy's friction factor: | Colebrook–White equation for the Darcy's friction factor: | ||
Revision as of 13:45, 21 March 2017
Contents
Brief
Hagedorn and Brown is an empirical two-phase flow correlation published in 1965.
It doesn't distinguish between the flow regimes.
The heart of the Hagedorn and Brown method is a correlation for the liquid holdup :
.
Math & Physics
Following the law of conservation of energy the basic steady state flow equation is:
where
Colebrook–White equation for the Darcy's friction factor:
Reynolds two phase number:









![N_L = 0.15726\ \mu_L \sqrt[4]{\frac{1}{\rho_L \sigma_L^3}}](/images/math/b/2/0/b207fe79b4a4ee53d466e182791ca737.png)



![N_{LV} = 1.938\ v_{SL}\ \sqrt[4]{\frac{\rho_L}{\sigma_L}}](/images/math/d/d/8/dd824df0b6ec22aa724161b929e993fe.png)
![N_{GV} = 1.938\ v_{SG}\ \sqrt[4]{\frac{\rho_L}{\sigma_L}}](/images/math/3/6/4/364153c39c1657b3b7bab8f7ed710e60.png)






