PO.VFP.Liq.Pout.SI


Description

Calculates outlet pipe pressure for single phase pipe flow of incompressible, Newtonian fluid, [kPa] (SI units).

Formula

=LAMBDA(Ql, P_in, Rho_l, Ul, pipe_ID, pipe_length, pipe_roughness, pipe_angle, LET( Ql_bbld, PO.UnitConverter(Ql, "m3/d", "bbl/d"), P_in_psi, PO.UnitConverter(P_in, "kPa", "psi"), Rho_l_lbft3, PO.UnitConverter(Rho_l, "kg/m3", "lb/ft3"), pipe_ID_in, PO.UnitConverter(pipe_ID, "cm", "in"), pipe_length_ft, PO.UnitConverter(pipe_length, "m", "ft"), result_psi, PO.VFP.Liq.Pout(Ql_bbld, P_in_psi, Rho_l_lbft3, Ul, pipe_ID_in, pipe_length_ft, pipe_roughness, pipe_angle), PO.UnitConverter(result_psi, "psi", "kPa")))

Parameters

Parameter Unit Description
Ql m3/d Liquid rate, [m3/d]
P_in kPa Inlet pipe pressure, [kPa]
Rho_l kg/m3 Liquid density, [kg/m3]
Ul - Liquid viscosity, [cP]
pipe_ID cm Pipe inner diameter, [cm]
pipe_length m Pipe length, [m]
pipe_roughness - Pipe relative roughness, [dimensionless]
pipe_angle - Pipe angle from horizontal, [degrees]. Horizontal flow: angle = 0; Vertical well producer: angle = 90; Vertical well injector: angle = -90

Examples

Invocation Expected
=PO.VFP.Liq.Pout.SI(159, 17237, 800, 2, 6.35, 914.4, 0.0006, 90) 10006.75

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