This page calculates the head loss of a fluid at an abrupt pipe exit. Note that the head loss coefficient is 1.0 for an abrupt pipe exit.

Define flow velocity in the pipe. The head loss at the pipe exit will be calculated.

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Pipe and Flow Properties

Description Symbol Value Units
Flow Velocity in the Pipe um m/s

Results for Head Loss of Pipe Entrance

Equations Used Symbol Value Units
Head Loss Coefficient kloss 1 None
Head Loss = kloss * (um2 / (2 * g) ) hL Meters

 

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