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What is Specific Energy
Applying the Bernoulli energy equation in open channel flow results in Z = 0 (channel bottom or datum), the pressure head (p/γ) = d, and the velocity head v2/2g related to Q2/A2.
E = (p/γ)1 + (V2/2g)1 + (Z)1
E = d + V2/2g
define Structural Analysis
Q. Evlaute width and depth for stable alluvial canals? Lacey originally evolved width and depth formulae for stable alluvial canals. These were the following. P = 4.836 Q 1
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