Pascal's law
Dalton's law of partial pressure
Newton's law of viscosity
Avogadro's hypothesis
A. Pascal's law
Rectangular
Triangular
Trapezoidal
Circular
Length of both the pipes is same
Diameter of both the pipes is same
Loss of head and discharge of both the pipes is same
Loss of head and velocity of flow in both the pipes is same
Its vapour pressure is low
It provides suitable meniscus for the inclined tube
Its density is less
It provides longer length for a given pressure difference
4μvl/wd²
8μvl/wd²
16μvl/wd²
32μvl/wd²
Sill or crest
Nappe or vein
Orifice
None of these
Gas law
Boyle's law
Charles law
Pascal's law
1.84 LH1/2
1.84 LH
1.84 LH3/2
1.84 LH5/2
It has low vapour pressure
It is clearly visible
It has low surface tension
It can provide longer column due to low density
Velocity of liquid
Atmospheric pressure
Pressure in pipes and channels
Difference of pressure between two points in a pipe
Metacentre
Center of pressure
Center of buoyancy
Center of gravity
(q/g)1/2
(q²/g)1/3
(q³/g)1/4
(q⁴/g)1/5
Directly proportional to density of fluid
Inversely proportional to density of fluid
Directly proportional to (density)1/2 of fluid
Inversely proportional to (density)1/2 of fluid
v²/2g
0.5v²/2g
0.375v²/2g
0.75v²/2g
Has constant viscosity
Has zero viscosity
Is in compressible
None of the above
wA
wx
wAx
wAx/sinθ
Vertical upward force through e.g. of body and center line of body
Buoyant force and the center line of body
Midpoint between e.g. and center of buoyancy
All of the above
Steady uniform flow
Steady non-uniform flow
Unsteady uniform flow
Unsteady non-uniform flow
Total energy per unit discharge
Total energy measured with respect to the datum passing through the bottom of the channel
Total energy measured above the horizontal datum
Kinetic energy plotted above the free surface of water
Equal to
Double
Three to four times
Five to six times
Crest
Nappy
Sill
Weir top
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
Continuity equation
Bernoulli's equation
Pascal's law
Archimedess principle
Newton-sec/m
Newton-m/sec
Newton/m
Newton
Resistance to shear stress is small
Fluid pressure is zero
Linear deformation is small
Only normal stresses can exist
Dissolved air
Dissolved salt
Suspended matter
All of the above
At normal pressure of 760 mm
At 4°C temperature
At mean sea level
All the above
Gravitational force is equal to the up-thrust of the liquid
Gravitational force is less than the up-thrust of the liquid
Gravitational force is more than the up-thrust of the liquid
None of the above
N-m/s2
N-s/m2
Poise
Stoke
Metres² per sec
kg-sec/metre
Newton-sec per metre²
Newton-sec per meter
14π R1/2/15Cd × a √(2g)
14π R3/2/15Cd × a √(2g)
14π R5/2/15Cd × a √(2g)
14π R7/2/15Cd × a √(2g)