All tools
Open minor loss calculator →

Pipe Fitting Equivalent Lengths — Reference

Equivalent length of straight pipe for fittings and valves: Leq = (L/D)·D. Companion to the K-coefficient card — the two methods are related by K = f·(L/D).

L/D Ratios (Crane TP-410, fully turbulent)

ComponentL/D
90° elbow, standard30
90° elbow, long radius16
45° elbow, standard16
180° return bend50
Tee, flow through run20
Tee, flow through branch60
Gate valve, fully open8
Ball valve, full port3
Butterfly valve (8″ and smaller)≈ 45
Swing check valve100
Lift check valve600
Globe valve, fully open340
Angle valve, fully open150

Equivalent Length in Feet of Straight Pipe

Component2″4″6″8″12″
90° elbow, standard (30)5.010152030
90° elbow, long radius (16)2.75.38.01116
45° elbow (16)2.75.38.01116
Tee, run (20)3.36.7101320
Tee, branch (60)1020304060
Gate valve (8)1.32.74.05.38.0
Swing check (100)17335067100
Globe valve (340)57113170227340

Leq (ft) = (L/D) × d(in)/12, using nominal size as an approximation of inside diameter. For precise work use the actual ID of the pipe schedule.

Converting between methods.
K = f · (L/D)   ↔   Leq = K · D / f
With f ≈ 0.019 (typical clean water, mid-size pipe), a standard 90° elbow: K = 0.019 × 30 ≈ 0.57 by strict conversion — but tabulated K values (≈ 0.3 flanged) are measured, not converted. Small discrepancies between the two tables are real and expected; stay within one method for a given calculation.

Worked Example — 6″ suction line

ComponentQtyLeq each (ft)Total (ft)
90° elbow, long radius38.024
Gate valve14.04
Tee, run11010
ΣLeq38

Actual run of 60 ft → hydraulic length 60 + 38 = 98 ft. The fittings add over 60% to the friction loss of this short run — typical of station piping.

Sources: Crane Co. Flow of Fluids Through Valves, Fittings, and Pipe (Technical Paper 410), equivalent-length tables. NFPA 13 (fire protection uses its own similar tables). Values representative for screwed/welded steel; manufacturer data governs for critical valves.

Prefer the K method? Open the minor loss calculator → · Friction loss? Hazen-Williams or Darcy-Weisbach.

Related cheat sheets and tools

Use these with the minor loss coefficients (K) card, the absolute roughness card, and the total dynamic head tool for pump selection. For full network modeling, see HydroComplete.

Get future cheat sheets in your inbox

One reference card or worked-example case study per month, delivered the moment it's published. Free.

Free. Unsubscribe anytime. Privacy.