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Declared aggregate-coefficient screen

Minor-loss pressure drop

Inputs

User-entered aggregate coefficient for the stated fittings/local effects; no coefficient is selected or inferred.
User-entered density at the stated condition; property lookup is excluded.
User-entered velocity at the coefficient reference section; passage geometry is not derived.

Results

Declared-section dynamic pressureq

3,125

Declared-coefficient minor pressure lossΔp

13,125

Equivalent liquid head losshL

1.3384

Δpminor = ΣK·ρv²/2; hminor = Δp/(ρg)

A first-pass number, not a code check, certification, or approval. Read the method and its limits below. What this is and is not.

Nearby: Hydrostatic pressure · Flow continuity · Pipe mean velocity · Bernoulli equation

Method

Formula, when it applies, and when it does not

Calculate local pressure and equivalent head loss from an aggregate loss coefficient, density, and reference velocity.

Δpminor = ΣK·ρv²/2; hminor = Δp/(ρg)

When

  • User-entered aggregate minor-loss coefficient
  • Declared density
  • Incompressible local-loss arithmetic

Don’t

  • This is a user-entered aggregate-coefficient minor-loss arithmetic screen only. It does not choose or derive fitting coefficients, calculate friction or major loss, size pipe, model networks, elevation, compressibility, cavitation, transient effects, viscosity/temperature variation, pressure rating, equipment selection, safety, or approval.
UTA Applied Fluid Mechanics pipe-loss reference