Civil Engineering - Hydraulics
Exercise : Hydraulics - Section 4
11.
The width of a weir with end contraction, is
12.
The ratio of time for completely emptying the hemispherical tank and circular horizontal tank of equal radii both fitted with similar orifices at their bottoms is :
13.
An open container filled with water is moved vertically upward with a uniform linear acceleration. The pressure at its bottom will be
14.
The gases are considered incompressible if Match number is
15.
The flow in which each liquid particle has a definite path and the paths of adjacent particles do not cross each other, is called
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