Civil Engineering - Hydraulics
Exercise : Hydraulics - Section 4
21.
For a most economical rectangular channel, the width of the channel must be
22.
If a1 and a2 are the cross-sectional areas of a tank and orifice, h the height of water level in tank above the centre of the orifice, the velocity of approach is given by
23.
The hydrostatic force acts through
24.
In an inclined position, a venturimeter records
25.
If E1 and E2 are the specific energies at the start of back water curve and at the maximum rise of water respectively and ib and ie are the head slope and the energy line slope respectively, the length of back water (L) is given by
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