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(1) \dot m = \sum_\alpha \dot m_\alpha
(2) A = \sum_\alpha A_\alpha
(3) \sum_\alpha s_\alpha = 1
(4) u_m = \sum_\alpha s_\alpha \cdot \dot u_\alpha
(5) q_\alpha = \dot m_\alpha / \rho_\alpha = A_\alpha \, u_\alpha \Rightarrow \dot m_\alpha = \rho_alpha \, A_\alpha \, u_\alpha
(6) s_\alpha = \frac{\dot m_\alpha}{\rho_\alpha \, u_\alpha} \cdot \left( \sum_\beta \frac{\dot m_\beta}{\rho_\beta \, u_\beta} \right)^{-1}


For homogeneous pipe flow:  u_\alpha = u_m, \, \forall \alpha and volumetric shares are going to be:

(7) s_\alpha = \frac{\dot m_\alpha}{\rho_\alpha} \cdot \left( \sum_\beta \frac{\dot m_\beta}{\rho_\beta} \right)^{-1}


See also


Physics / Mechanics / Continuum mechanics / Fluid Mechanics / Fluid Dynamics / Fluid Flow / Pipe Flow / Pipe Flow Dynamics / Pipe Flow Simulation

Pipe ] [ Pipeline ] [ Pipeline Engineering ]


(8) s_\alpha = A_\alpha/A
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