TWO PHASE FLOW METHODOLOGY FLOW REGIME The type of the flow regime of a gas-liquid system must be determined to select the correct correlation for pressure drop. In a horizontal pipe the following types of flow can exist, and with the characteristic velocities shown in Table 1. Table 1 Regime Liquid Phase Vapor Phase ft/s ft/s Dispersed near vapor vel >200 Annular < 0.5 >20 Stratified < 0.5 0.5-10 Slug 15 10 then d = 10 BUBBLE FLOW Omega = 14.2*Xmod^0.75 / [Wl/A]^0.1 STRATIFIED FLOW Omega = 15400 * Xmod / [Wl/A]^0.8 SLUG FLOW Omega = 1190 * Xmod^0.815 / [Wl/A]^0.5 PLUG FLOW Omega = 27.315 * Xmod^0.855 / [Wl/A]^0.17 DISPERSED FLOW The value of Omega as a function of Xmod is determined by a curve fit of the data taken by Lockhart and Martinelli as give in the following Table 2. Omega,T,T is generally used and it denoted turbulent flow in both the liquid and gas phases. If the flow of the liquid phase is laminar on a single flow basis then Omega,V,T is used. Table 2 Xmod Omega,T,T Omega,V,T 0.01 1.28 1.20 0.02 1.37 1.28 0.04 1.54 1.36 0.07 1.71 1.45 0.10 1.85 1.52 0.20 2.23 1.78 0.40 2.28 2.25 0.70 3.53 2.85 1.0 4.20 3.48 2.0 6.2 5.25 4.0 9.5 8.20 7.0 13.7 12.0 10.0 17.5 15.9 20.0 29.5 28.0 40.0 51.5 50.0 70.0 82.0 82.0 100.0 111.0 111.0 WAVE FLOW The pressure drop is calculated using the Huntington correlation. The Huntington correlation calculates a two phase friction factor by the following relationship. Ftp = 0.0044 * [ (Wl*Visl)/(Wg*Visg) ]^0.216 where viscosity is in centipoise. The two phase friction factor is used to calculate the pressure drop by the equation. P,100,tp = 3.33E-9 * (Ftp*G^2) / (D*Rhog) Where D = pipe diameter in feet. HYDROSTATIC HEAD For homogeneous flow regimes (disperse or Bubble) the effect of the static head can be estimated by using the average mixture density. Disperse flow has a minor static head since the density is nearly gas. Bubble flow has a high static head since the flow is mainly liquid. P = ( Rho(mix) * Z ) / 144 where Z = ft For other flow regimes the effect of static head is complex and requires an estimate of the relative slip between the two phases. Baker proposed a relationship P = ( Rho(l) * Z * E / 144 where E = 1.61*(Velocity gas)^ -0.7 Velocity in Ft/Sec Govier and Aziz and DeGance and Atherton's papers present relationships for vertical two phase flow that are beyond the scope of this program. When calculating static head pressure losses for two phase flow, do NOT subtract the head resulting from possible downward flow. Only considerer the sum of the vertical rises. DESIGN CONSIDERATIONS Slug flow should be avoided if possible by reducing the diameter of the piping to achieve annular, dispersed or bubble flow. Slug flow results in water hammer that can damage piping and equipment. It can also upset distillation equipment by introducting cyclic feed conditions. Dispersed flow may sometimes be undesirable since it can be difficult to separate in flash drums ect. You may need to use centrifugal separators ie tangential inlets to separate the phases. Erosion should be checked with two phase systems. Coulson proposed a relationship based upon the mixture density and mixture average velocity as follows: Rho(mix)*(Velocity mix)^2 < 10,000 to avoid erosion. Velocity mix = Vel gas + Vel liq Rho(m) = [ Wl + Wg ] / [Wl/Rhol + Wg/Rhog ] REFERENCES G.W.Grover and K. Aziz, The Flow of Complex Mixtures in Pipes Van Nostrand Reinhold Co, New York, 1972 Baker, Simultaneous Flow of Oil and Gas, Oil and Gas Journal Vol 53, 1954 pp 185-190 A.E. DeGance and R.W. Atherton, Chemical Engineering Aspects of Two Phase Flow, Part 4 , Chemical Engineering, Apr 20, 1970, pp 96,97 also Oct 5, 1970 pp 87-94 J.M Coulson, Chemical Engineering, Vol 1, 3rd Ed,, Pergamon Press, New York, 1978, pp 91,92