Civil Engineering - Hydraulics
Exercise : Hydraulics - Section 4
36.
Centre of buoyancy is
37.
The intensity of pressure due to sudden closure of a valve of a pipe in which water flows with velocity v, is directly proportional to :
38.
The initial difference between liquid levels of two identical cylindrical vessels having their area of cross-section A, is H. Flow time T from one vessel to another through an orifice having coefficient of discharge Cd and area a will be
39.
Total energy line is
40.
For critical flow, the Froude number is :
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