| 1. | A differential manometer is used to measure ? | |
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atmospheric pressure
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pressure in pipes and channels
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pressure in venturimeter
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difference of pressures between two points in a pipe
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Report Question| 2. | The Bernoulli's equation is based on the assumption that ? | |
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there is no loss of energy of the liquid flowing
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the velocity of flow is uniform across any cross-section of the pipe
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no force except gravity acts on the fluid
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all of the above
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| 3. | A vertical wall is subjected to a pressure due to one kind of liquid, on one of its sides. Which the following statement is correct ? | |
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The pressure on the wall at the liquid level is minimum
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The pressure on the bottom of the wall is maximum
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The pressure on the wall at the liquid level is zero, and on the bottom of the wall is maximum
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The pressure on the bottom of the wall is zero
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| 4. | The weight per unit volume of a liquid at a standard temperature and pressure is called ? | |
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specific weight
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mass density
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specific gravity
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none of these
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| 5. | An average value of coefficient of velocity is ? | |
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0.62
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0.76
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0.84
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0.97
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| 6. | When a body is immersed wholly or partially in a liquid, it is lifted up by a force equal to the weight of liquid displaced by the body. This statement is called ? | |
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Pascal's law
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Archimede's principle
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principle of floatation
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Bernoulli's theorem
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| 7. | The metacentric height is the distance between the ? | |
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centre of gravity of the floating body and the centre of buoyancy
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centre of gravity of the floating body and the metacentre
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metacentre and centre of buoyancy
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original centre of buoyancy and new centre of buoyancy
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| 8. | A flow in which the quantity of liquid flowing per second is constant, is called .............. flow ? | |
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steady
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streamline
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turbulent
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unsteady flow
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| 9. | The pressure of a liquid measured with the help of a piezometer tube is ? | |
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vacuum pressure
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gauge pressure
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absolute pressure
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atmospheric pressure
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| 10. | Barometer is used to measure ? | |
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velocity of liquid
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atmospheric pressure
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pressure in pipes and channels
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difference of pressure between two points in a pipe
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