New answers tagged water-resources
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I am not attempted to solve this problem but to express my understanding as a starter. If anything wrong please advise.
Equations:
$v = \sqrt2g*H$, Discharge Velocity
$Q = V*A$, Flow Rate
$H_f = f*\frac{L}D*\frac{v^2}2g$, Friction Head Loss, in which
$f - f(Re, \frac{\epsilon}D)$, The Moody, Darcy, or Stanton friction factor, and
$\epsilon -$ Roughness ...
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