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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
The thickness of a saturated specimen of clay under a consolidation pressure of 100 kN/m 2 of is 24 mm and its water content is 20%. On enhance of the consolidation pressure to 20
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