A Simplified Pipeline Calculations Program: Liquid Flow (1)

For Laminar Flow: The applicable equations for laminar flows (R e≤2100) can be defined in terms of a laminar flow factor, L f, which varies depending on the pipe geometry. The equation is of the form: (5) For Turbulent Flow, the friction factor, f is obtained by the Colebrook-White equation For Laminar Flow: (7) (8) VA T A Q V 4 D 2 A S ................
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