A. ∂/∂s = 0
B. ∂/∂t = 0
C. ∂/∂s = constant
D. ∂/∂t = constant
A. ∂/∂s = 0
B. ∂/∂t = 0
C. ∂/∂s = constant
D. ∂/∂t = constant
A. 1000 P’/S
B. 100 P’/S
C. 1000 S/P’
D. 10000 P’/S
A. M is above G
B. M is below G
C. M & G coincide
D. None of these
A. 4000
B. 2100
C. 1500
D. 3000
A. Colebrook formula
B. Von-Karman equation
C. Fanning equation
D. None of these
A. 10 KPa
B. 20 KPa
C. 30 KPa
D. 40 KPa
A. Velocity at a point in the flow
B. Pressure at a point
C. Average flow velocity
D. Pressure difference in pipe flow
A. ML-1T-1
B. MLT-1
C. ML-1T
D. MLT
A. Ensure intermittent supply of hydraulic pressure
B. Increase the pressure and store/ accumulate it
C. Accumulate pressure to increase force
D. Generate high pressure to operate hydraulic machines like cranes, lifts, presses etc
A. Inside diameter
B. Outside diameter
C. Thickness
D. None of these