Basic Agriculture Engineering MCQs Quiz Test with Solved Answers.
Basic Agriculture Engineering MCQs with Solved Answers.
#1. In a flow when water fluctuate from time to time while remains parallel to the channel bottom is called
#2. : A long and mild-sloped channel built in the grouped, which may be unlined or lined, is called.
#3. A channel of wood, metal concrete, or masonry, usually supported on or above the surface of the group to carry water across a depression
#4. When water flows in a channel a force is developed that acts in the direction of flow on the channel bed is termed as
#5. When Froude number less than unit then flow termed as.
#6. The measured maximum velocity in ordinary channels usually appears to occur below the free surface at a distance of ______ to ________ of the depth
#7. Cross sectional area of the flow normal to the direction of flow is called.
#8. A covered channel comparatively short length is called
#9. In open channel flow if depth of flow is same at every section of the channel, the flow is called.
#10. : The value of Bouzinesq coefficient or momentum coefficient for fairly straight prismatic channels varies approximately from _______ to_________.
#11. If the viscous forces are so strong relative to inertial force than flow will be.
#12. A channel having steep slop called
#13. A channel built with unvarying cross section and constant bottom slope is called.
#14. The hydrostatic law of pressure distribution does not hold strictly for______.
#15. The effect of gravity upon the state of flow is repressed by the ratio of inertial force to the gravity forces this ratio is termed as.
#16. Coriolis coefficient’s value varies from about to for fairly straights prismatic channels
#17. What is the area of the trapezoidal channel
#18. A comparatively long covered carry water through a hill used to obstruction on the ground.
#19. when Froude number equal to unit the flow is said to be
#20. When Froude number greater than unit then flow is termed as.
#21. A channel with a longitudinal slope angle, it can be seen that the depth of flow is equal to be depth of flow section divided by
#22. Where the discharge of a steady flow is non-uniform along the channel this type of flow is called.
#23. The effect of viscosity relative to inertial can be represented by.
#24. If depth changes abruptly over a comparatively short distance it is termed as
#25. If the viscous force is weed relative to the inertial forces, the flow is termed as.
#26. The ratio the water area to the top width is called
#27. The depth of flow remains constant during the time interval under consideration this type of flow is called
#28. The product of the water area and the square root of the hydraulic depth is termed as
#29. Crossectional areas of the water in the channel divide by the width of free surface is called
#30. The product of the water area and the two-third power of the hydraulic radius.
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