Construction • Mechanical

Mechanical Fluids & Heat Transfer Calculators

NPSH, pipe fitting losses, log mean temperature difference, thermal expansion and weir discharge — the fluid and heat transfer checks behind reliable plant.

Mechanical & Fluids Live Tool

Condensate Line Calculator

Condensate drain line sizing including the flash steam released as hot condensate drops to atmospheric, checked against the gravity capacity of the line at the slope you enter.

f_flash = h_fg/(h_fg + c_p·ΔT); load = m·(1−f_flash)·(1+S)
Mechanical & Fluids Live Tool

Compressed Air Receiver Sizing Calculator

Size an air receiver and find how much free air it releases over the pressure swing, the run time it gives the network, and the volume a required run time needs.

V_free = V x (P1_abs - P2_abs) / P_atm
Mechanical & Fluids Live Tool

Water Hammer Surge Calculator

Surge pressure from a valve closure or pump trip, with the rapid-closure (Joukowsky) and slow-closure regimes separated by the pressure-wave round trip.

dP = rho*a*dV (t <= 2L/a) | 2*rho*L*dV/t (t > 2L/a)
Mechanical & Fluids Live Tool

Expansion & Pressurisation Vessel Sizing Calculator

Size the vessel that absorbs a closed water loop’s thermal expansion, with the usable pressure fraction and the pre-charge the sizing depends on.

V_t = (beta * dT * V_s) / (1 - P1/P2)
Mechanical & Fluids Live Tool

NPSH Calculator

Net positive suction head available at the pump from pressure, vapour pressure, static head and suction friction.

NPSH(A) = (Pa - Pv)/(rho g) + Hs - Hf
Mechanical & Fluids Live Tool

Pipe Fitting Loss Calculator

Head loss, pressure drop and equivalent length for a pipe fitting from its K-value and flow velocity.

hL = K V^2/(2g) ; Le = K D / f
Mechanical & Fluids Live Tool

LMTD Calculator

Log mean temperature difference for a counter-flow heat exchanger and the heat transfer area it implies.

dTlm = (dT1 - dT2)/ln(dT1/dT2) ; A = Q/(U F dTlm)
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Pipe Thermal Expansion Calculator

Free linear expansion of a pipe run for a given material, length and temperature rise, in millimetres and per 100 m.

dL = alpha x L x dT
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Weir Flow Calculator

Discharge over rectangular, contracted, V-notch and Cipolletti weirs from the head above the crest.

Q = 1.84 L H^1.5 (rectangular) ; Q = 1.38 H^2.5 (90 degree V-notch)