To calculate a particular section, all previous ones need to be calculated first.
Otherwise, all sections can be calculated at once using the button at the end of the page.
If a value is changed, do not forget to re-calculate the section to update the results.
For Suction Static Head, up is positive and down is negative.
Pipe Lengthm
Inlet Coeff.Qty. = 1K1
ValveQty. = 1K2
ReducerQty. = 1K3
45° BendK4
90° BendK5
Run TeeK6
Branch TeeK7
OtherK8
Discharge Pipe Details
Pipe Material
Pipe Spec.
Pipe Nominal Size (DN)
Scale Thicknessmm
Discharge Static HeadmSlurry
Req. Delivery PressurekPa
For Discharge Static Head, up is positive and down is negative.
Pipe Lengthm
Outlet Coeff.Qty. = 1K1
Outlet ValvesQty. = 1K2
ReducerQty. = 1K3
45° BendK4
90° BendK5
Run TeeK6
Branch TeeK7
OtherK8
Pump Information / Duty Points
Pump Make
Pump Model
Pump Frame
Pump Drive Type
Shaft Seal Type
Impeller Type
Impeller Diametermm
Pump Efficiency (Water)%
Pump Speed (Water)rpm
Pump Efficiency Calc.
can be used to get values for HR and ER following "Weir Slurry Pumping Manual" A1-7 nomogram instead of the estimation made in this page. Values can then be replaced in the results section.
Pump information fields are only there to make printable reports clearer.
NPSH Data
Height Above Sea Levelm
Fluid Service Temp.°C
NPSHrm
Power Requirements
Motor Selection PowerkW
Drive Efficiency%
Power Margin%
Final maximum power represents the highest power with drive inefficiencies and power margin applied.