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Pipe friction head loss
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Calculates head loss due to wall friction in pipelines using Darcy friction factor.
Input
Pipe length
$ L_{pipe} = 100 \: m $
Fluid velosity
$ V_{fluid} = 3 \: m/s $
Pipe internal diameter
$ ID_{pipe} = 0.25 \: m $
Friction factor
$ f_{Darcy} = 0.0197 \: $
Result
Head loss
$$ Hf_{pipe} = {f_{Darcy} \cdot \left({ \left({ L_{pipe} \cdot V_{fluid} ^ 2 }\right) \over \left({ ID_{pipe} \cdot 2 \cdot g }\right) }\right)} \:, m $$

Preceding calculations (1)  
Gravity of Earth
Managed by: Admin
public

Gravity
$$ g = 9.80665 \: m/s^2 $$
Discipline: piping
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  Calculation

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