The velocity of a fluid particle at the centre of the pipe section is
A.Maximum
B.Minimum
C.Average
D.r.m.s.
E.Logarithmic average.
A.Maximum
B.Minimum
C.Average
D.r.m.s.
E.Logarithmic average.
A.1
B.2
C.4.45
D.8.91
E.9.81
A.Rectilinear flow
B.Centrifugal flow
C.Radial flow
D.Forced vortex motion
E.Free vortex motion
A.Is always below the total energy line
B.Is always parallel to the bottom
C.Is same as central line of section
D.Is always above the total energy line
E.Is always below the total energy line
A.Rise on the front side of the tank
B.Fall on the front side of the tank
C.Rise on the back side of the tank and fall on front
D.Fall on the back side of the tank and rise on front
E.Front side fluctuate considerably
A.1000 n/mm2
B.1000 N/cm
C.1000 N/cm2
D.1000 N/m2
E.
A.Slide gates
B.Height pressure gates
C.Radial gates
D.Jet flow gates
E.Cylindrical gates
A.pressure
B.surface
C.kinematic viscosity
D.dynamic viscosity
A.Experimentation is required for the sirmplest flow cases
B.Newton’s law of viscosity applies
C.The fluid particles move in irregular and haphazard paths
D.The viscosity is unimportant
A.To transport water to downstream without eddies
B.To reconvert kinetic energy to flow energy by a gradual expansion of the flow cross-section
C.To increase the effective head
D.To prevent air from entering
E.To run the turbine full