Calculate water pipeline outlet pressure from volume flow rate and diameter using the Moody diagram.
The Darcy-Weisbach friction factor may be calculated using either the Hagen-Poiseuille laminar flow equation, the original Colebrook White equation, the modified Colebrook White equation, or may be user defined. The water properties can be set for fresh water or salt water.
Tool Input
- schdtype : Pipe Schedule Type
- diamtype : Pipe Diameter Type
- ODu : User Defined Outside Diameter
- IDu : User Defined Inside Diameter
- wtntype : Wall Thickness Type
- tnu : User Defined Wall Thickness
- wtype : Water Type
- voltype : Fluid Flow Rate Type
- Qu : User Defined Volume Flow Rate
- Mu : User Defined Mass Flow Rate
- Vu : User Defined Fluid Velocity
- Reu : User Defined Reynolds Number
- rfactype : Pipe Internal Roughness Type
- ru : User Defined Surface Roughness
- rru : User Defined Relative Roughness
- fdtype : Darcy Friction Factor Type
- fdu : User Defined Darcy Friction Factor
- L : Pipe Length
- K : Minor Loss K Factor
- zi : Inlet Elevation Relative To Datum
- zo : Outlet Elevation Relative To Datum
- Pi : Inlet Pressure
Tool Output
- ΔP : Friction Pressure Loss
- μ : Water Dynamic Viscosity
- ρ : Water Density
- ID : Inside Diameter
- M : Mass Flowrate
- Po : Outlet Pressure
- Q : Volume Flowrate
- Re : Reynolds Number
- V : Fluid Velocity
- cvg : Convergence Factor (≅ 1)
- fd : Darcy Friction Factor
- ff : Fanning Friction Factor
- rr : Surface Roughness Ratio
- td : Darcy Transmission Factor
- tf : Fanning Transmission Factor