CVG 3116 Lecture Notes - Lecture 1: Hydraulic Head

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Tutorial 1 Brief Review
2 Types of flow: Laminar and Turbulent
Laminar: Low velocity and particles move along smooth paths
Turbulent: High velocity and particles move in random paths
Remainder:  
 

Friction loss: 
, where λ is the friction factor
Local head loss:  
, where kL is head loss coefficient
Some example of typical kL values for different items:
Thus, total head loss is:  

Energy loss
Velocity
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