Civil Engineering :: Hydraulics and Fluid Mechanics - Civil Engineering
- Thee horizontal component of buoyant force is
- Normal depth in open channel flow is the depth of flow corresponding to
- Metacentric height is given as the distance between
- The theoretical value of coefficient of contraction of a sharp edged orifice is
- The discharge of a liquid of kinematic viscosity 4 cm²/sec through a 8 cm dia-meter pipe is 3200n cm7sec. The type of flow expected is
- Separation of flow occurs when
- Two dimensional flow occurs when
- Uniform flow occurs when
- The horse power transmitted through a pipe is maximum when the ratio of loss of head due to friction and total head supplied is
Whatsapp
Facebook
|
A.
the direction and magnitude of the velocity at all points are identical |
|
B.
the velocity of successive fluid par-ticles, at any point, is the same at suc-cessive periods of time |
|
C.
the magnitude and direction of the velocity do not change from point to point in the fluid |
|
D.
the fluid particles move in plane or parallel planes and the streamline pat-terns are identical in each plane |