Civil Engineering - Hydraulics
Exercise : Hydraulics - Section 6
16.
For solving network problems of pipes, necessary condition is
17.
In a fluid flow a particle may posses
18.
In two dimensional flow the components of velocity are given by u = ax; v = by. The stream lines will be
19.
The discharge through a V-notch weir varies as
20.
For a most economical rectangular channel, the hydraulic mean depth, is equal to
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