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This section includes 10 Mcqs, each offering curated multiple-choice questions to sharpen your Fluid Mechanics knowledge and support exam preparation. Choose a topic below to get started.
| 1. |
CALCULATE_THE_HYDRAULIC_RADIUS_IN_CASE_OF_MAXIMUM_VELOCITY_IF_THE_RADIUS_OF_THE_SECTION_IS_8M.?$ |
| A. | 7.87m |
| B. | 6.87m |
| C. | 5.87m |
| D. | 4.87m |
| Answer» E. | |
| 2. |
Calculate_the_discharge_through_a_most_economical_circular_section_in_case_of_maximum_velocity_if_the_radius_of_the_channel_is_0.5m,_bed_slope_of_1_in_500_and_the_value_of_n_=_0.016.$ |
| A. | 0.43 m<sup>3</sup>/s |
| B. | 0.53 m<sup>3</sup>/s |
| C. | 0.63 m<sup>3</sup>/s |
| D. | 0.73 m<sup>3</sup>/s |
| Answer» B. 0.53 m<sup>3</sup>/s | |
| 3. |
Estimate the value of wetted area of a circular section in case of maximum discharge if the radius of the channel is 7m? |
| A. | 134m<sup>2</sup> |
| B. | 144m<sup>2</sup> |
| C. | 154m<sup>2</sup> |
| D. | 164m<sup>2</sup> |
| Answer» B. 144m<sup>2</sup> | |
| 4. |
What is the value of wetted perimeter of a circular section having radius 6m in case of maximum velocity? |
| A. | 12.47m |
| B. | 13.47m |
| C. | 14.47m |
| D. | 15.47m |
| Answer» C. 14.47m | |
| 5. |
Calculate the wetted perimeter of the most economical circular section having radius 3m in case of maximum discharge. |
| A. | 15.12m |
| B. | 16.12m |
| C. | 17.12m |
| D. | 18.12m |
| Answer» C. 17.12m | |
| 6. |
Calculate the wetted area of a circular channel section in case of maximum velocity. |
| A. | 5.47m<sup>2</sup> |
| B. | 6.47m<sup>2</sup> |
| C. | 7.47m<sup>2</sup> |
| D. | 8.47m<sup>2</sup> |
| Answer» B. 6.47m<sup>2</sup> | |
| 7. |
Calculate the hydraulic radius of a circular channel in case of maximum discharge if the radius of the channel is 4m. |
| A. | 1.7m |
| B. | 2.0m |
| C. | 2.3m |
| D. | 2.6m |
| Answer» D. 2.6m | |
| 8. |
Calculate the depth in a most economical circular section in case of maximum discharge. |
| A. | 0.65D |
| B. | 0.75D |
| C. | 0.85D |
| D. | 0.95D |
| Answer» E. | |
| 9. |
What is the value of θ in a most economical circular section in case of maximum discharge?$ |
| A. | 150° |
| B. | 152° |
| C. | 154° |
| D. | 156° |
| Answer» D. 156¬¨¬®‚Äö√†√ª | |
| 10. |
Estimate the hydraulic depth for a most economical circular channel section in case of maximum velocity. |
| A. | 0.2D |
| B. | 0.3D |
| C. | 0.4D |
| D. | 0.5D |
| Answer» C. 0.4D | |