Civil Engineering - Hydraulics
Exercise : Hydraulics - Section 2
36.
If the forces are due to inertia and gravity, and frictional resistance plays only a minor role, the design of the channels is made by comparing
37.
The discharge over a Cipolletti weir of length 2.185 m when the head over the weir is 1 m, is
38.
The velocity of the fluid particle at the centre of the pipe section, is
39.
Due to decrease of diameter of the droplet, inside pressure intensity
40.
In order to avoid capillary correction, the minimum diameter of a manometer used for measuring pressure, should be
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