Recommended line size
—
Bore — · actual velocity —
auto-recommended
—
Required bore range
ID min (at V max)
—
ID max (at V min)
—
V max used
—
Erosional limit
—
Any standard bore between ID min and ID max keeps velocity inside your window. D = √(4Q/πV), evaluated at V max (lower bound) and V min (upper bound).
Pipe size comparison — Sch
| NPS | ID | Velocity | Velocity status | Re | f | ΔP /100 | ΔP status |
|---|
Pressure conversion
Gauge—
Absolute—
kPa (abs)—
psi (abs)—
atm (abs)—
kg/cm² (abs)—
Temperature conversion
Celsius—
Kelvin—
Fahrenheit—
Rankine—
Flow rate conversion
kg/h—
kg/s—
lb/h—
——
Density & volumetric flow
Density—
Density—
Volumetric flow—
Volumetric flow—
—
Reynolds number
—
—
Re = 124.01 · ρ(lb/ft³)·V(ft/s)·D(in) / μ(cP)
Friction factor
Relative roughness (ε/D)—
Darcy friction factor, f—
—
Pressure drop — selected size
Over entered length—
Per 100—
Allowable—
—
Economic pipe diameter
Capital (annualized)
Operating (energy)
Total annual cost
Velocity-based pick
—
Economic optimum
—
Total annual cost, at the two picks
—
| NPS | ID | Velocity | ΔP | Capital $/yr | Operating $/yr | Total $/yr |
|---|
Capitalannual = a·D(in)b·L · CRF(i,n) · Operatingannual = (Q·ΔP/η)·hours·energy cost · picks the lowest total annualized cost across the same schedule and pipe table used above.