Correct Answer : head loss due to friction in open channels
Correct Answer : an expanding tube at constant rate
Correct Answer : * Coefficient of contraction is 1* Coefficient of velocity is 1/√2* Actual velocity at the out let is √gH* Theoretical velocity at the outlet is √2gH
Correct Answer : lesser than static pressure
Correct Answer : difference in pressure at two points
Correct Answer : All of the above
Correct Answer : 0.1 H
Correct Answer : 5/2
Correct Answer : mass
Correct Answer : less than 1.0
Correct Answer : velocity
Correct Answer : weight of the fluid displaced by the body
Correct Answer : compressible and non-viscous
Correct Answer : thrice the head loss in the pipe due to friction
Correct Answer : 3
Correct Answer : Bhakra dam
Correct Answer : force on a vetical projection of the curved surface
Correct Answer : 3Ï€
Correct Answer : 500 H.P
Correct Answer : force
Explanation : * piezometric line* hydraulic gradient* pressure grade line* hydraulic grade line
Correct Answer : Frode number
Correct Answer : poise
Correct Answer : 3/2
Correct Answer : 90°
Correct Answer : rises on the back side and falls on the front side
Correct Answer : MLTâ»Â²
Correct Answer : centriod of the displaced volume of fluid
Correct Answer : 10 m/sec²
Correct Answer : wake
Correct Answer : zero at the mid plane and varies linearly with distance from mid plane
Correct Answer : 4
Correct Answer : more than 3000
Correct Answer : hydraulic jump
Correct Answer : 2.0 m
Correct Answer : Leonard Euler
Correct Answer : 2.5 cm
Correct Answer : Idukki dam
Correct Answer : for lifting water without an electric motor
Correct Answer : absolute pressure - atmospheric pressure
Explanation : * elevation head* frictional loss head* exit head drop* sudden head drop at inlet
Correct Answer : surface tension
Correct Answer : less than the width of the channel
Correct Answer : 1.5%
Correct Answer : discharge
Correct Answer : pressure is due to weir in the channel
Correct Answer : one-third of the total head supplied
Correct Answer : 2/g m of water
Correct Answer : free vortex
Correct Answer : 1/4 tan θ
Correct Answer : Q / L(H+S)
Correct Answer : 0.50 s
Correct Answer : 4.0 m
Correct Answer : lower than the surface of liquid
Correct Answer : greater than static pressure
Correct Answer : less than 0.2
Correct Answer : stream line flow
Correct Answer : Kinematic viscosity
Explanation : * the length of pipe* time taken to close the valve* the elasticity of the pipe material* the velocity of flow of water in the pipe
Correct Answer : stagnation point
Correct Answer : Renold's number
Correct Answer : Newtonian fluids
Correct Answer : area divided by wetted perimeter
Correct Answer : large orifices only
Correct Answer : g
Correct Answer : zero
Correct Answer : uniform flow
Correct Answer : the center of gravity of the body andthe meta center
Correct Answer : 0.611
Correct Answer : right angled triangle with equal sides.
Correct Answer : curved downwards
Correct Answer : 4/3
Correct Answer : 2/3
Correct Answer : 66.67%
Correct Answer : Continuity equation
Correct Answer : viscosity
Correct Answer : more than 12.2 m of the water
Correct Answer : Both (A) and (B)
Correct Answer : 18,000 kgf
Correct Answer : 8σ / d
Correct Answer : average velocity of flow over a section
Correct Answer : convergent
Correct Answer : (v₠- v₂)²/2g
Correct Answer : equal to 1.0
Explanation : * flow is steady* flow is compressive* flow is one dimensional* velocity is uniform over the cross-sections
Correct Answer : relates mass rate of flow along a stream line
Correct Answer : 22.5 m
Correct Answer : to relieve the pressure due to water hammer
Correct Answer : potential head, kinetic head and pressure head
Correct Answer : parabolic
Correct Answer : less than 2100
Correct Answer : fluid is homogeneous and incompressible
Correct Answer : 31.3 m/sec
Correct Answer : a long pipe at constant rate
Correct Answer : twice the depth of flow
Correct Answer : centre of pressure
Correct Answer : same reading
Correct Answer : one-fourth the diameter of the orifice
Correct Answer : 88.8%
Correct Answer : Ventilation is necessary
Correct Answer : H/2
Correct Answer : hf = H/3
Correct Answer : distortion
Explanation : * kinetic energy* pressure energy* initial energy* elevation energy
Correct Answer : hyperbolic
Correct Answer : H7/2
Correct Answer : half the depth of flow
Correct Answer : pitot tube
Correct Answer : at the entrance and outlet both are ignored
Correct Answer : 2.0 m/sec
Correct Answer : twice the angular velocity vector
Correct Answer : rotameter
Correct Answer : may be above or below the centre line of conduit
Correct Answer : very low pressure
Correct Answer : 10.30 m
Correct Answer : the shear strain
Correct Answer : at the summit
Correct Answer : size and shape of the cross-section in a particular length remain constant
Correct Answer : adhesion
Correct Answer : 1.33
Correct Answer : static pressure
Correct Answer : pressure energy
Correct Answer : 2.00
Correct Answer : same throughout the section
Correct Answer : 1 to 4
Correct Answer : 9.81 kg mass
Correct Answer : sub-sonic
Correct Answer : longer than convergent cone
Correct Answer : (radius)â´
Correct Answer : steady flow
Correct Answer : the fluid particles move in plane or parallel planes and the streamline pat-terns are identical in each plane
Correct Answer : newtons/m
Correct Answer : 1 / 3
Correct Answer : trapezoidal weir, whose sides slope 1 horizontal to 2 verticals
Correct Answer : below the centroid
Correct Answer : cippoletti weir
Correct Answer : clinging nappe
Correct Answer : 60°
Explanation : * wetted perimeter = 2.83 depth of water* depth of water = 0.95 diameter of circular section* hydraulic mean depth = 0.286 diameter of circular section* wetted perimeter = 2.6 diameter of circular section
Correct Answer : m²/sec
Correct Answer : h = v²/g
Correct Answer : specific gravity
Correct Answer : half hexagon in the form of trapezoid
Correct Answer : 25% to 30%
Correct Answer : 2.49 m
Correct Answer : one sloping side
Correct Answer : 2.0
Correct Answer : velocity of flow in open channels
Correct Answer : the metacentre and centre of gravity
Correct Answer : Low pressure
Correct Answer : elasticity
Correct Answer : to connect water reservoirs at different levels intervened by a hill
Correct Answer : velocity of flow
Correct Answer : square root of the difference in elevation of water surface
Correct Answer : 5 to 7 times its height
Correct Answer : 10° 15'
Correct Answer : directly proportional to the specific weight of liquid
Correct Answer : manometers
Correct Answer : t < 2L/C
Correct Answer : minimum
Correct Answer : Froude number
Correct Answer : 4.0 m³
Correct Answer : maximum
Correct Answer : increases
Correct Answer : 6 mm
Correct Answer : less than 500
Correct Answer : centroid of the fluid displaced
Correct Answer : square root of the bulk modulus of elasticity of water
Correct Answer : 1.0
Correct Answer : parallel to the horizontal surface
Correct Answer : sill
Correct Answer : Reynold number
Correct Answer : 1/3 to 1/2
Correct Answer : 4°C
Correct Answer : highly turbulent flow
Correct Answer : 6.4 m above the hydraulic gradient
Correct Answer : Flow in water pipe lines
Correct Answer : turbulent flow
Correct Answer : the same as the depression of the liquid at the axis of rotation
Correct Answer : compressibility
Correct Answer : one-half of the height of water on the sill
Correct Answer : 3 metres of water
Correct Answer : √2 cm
Correct Answer : stoke
Correct Answer : increases the discharge
Correct Answer : atmospheric pressure
Correct Answer : half the width
Correct Answer : free vortex motion
Correct Answer : 3/4
Correct Answer : 1.1
Correct Answer : five times the diameter of the orifice
Correct Answer : varies as the square of the radial distance
Correct Answer : 10 m/sec
Correct Answer : above the centroid
Correct Answer : Newton sec per m²
Correct Answer : MLâ»Â¹Tâ»Â¹
Correct Answer : 6.4 m
Correct Answer : 40 m
Correct Answer : 7.4 m of water
Correct Answer : conditions of flow do not change with time at a point
Correct Answer : 5,863 kgf
Correct Answer : a parabolic path
Correct Answer : 60 cm
Correct Answer : Weber number
Correct Answer : 2.5%
Correct Answer : 954 kg
Correct Answer : (Hâ‚‚ - Hâ‚) > H/3