MCQOPTIONS
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MCQOPTIONS
This section includes 11 Mcqs, each offering curated multiple-choice questions to sharpen your Irrigation Engineering knowledge and support exam preparation. Choose a topic below to get started.
| 1. |
What is the condition for digging of borrow pits? |
| A. | B/2 > b |
| B. | Depth of pit 7 < 1 m |
| C. | Should in the Centre |
| D. | Dig only External Pits |
| Answer» B. Depth of pit 7 < 1 m | |
| 2. |
Which type of borrow pits are preferred more? |
| A. | External Borrow Pits |
| B. | Internal Borrow Pits |
| C. | Borrow pits |
| D. | Spoil Banks |
| Answer» C. Borrow pits | |
| 3. |
What type of structure is provided when earth has to be brought from somewhere else for canal construction? |
| A. | Freeboard |
| B. | Borrow Pits |
| C. | Spoil Banks |
| D. | Berms |
| Answer» C. Spoil Banks | |
| 4. |
Which structure is provided when the disposition of earth becomes costlier? |
| A. | Borrow pits |
| B. | Spoil Banks |
| C. | Back Berm |
| D. | Freeboard |
| Answer» C. Back Berm | |
| 5. |
What is provided as a measure of safety during driving? |
| A. | Freeboard |
| B. | Banks |
| C. | Service Roads |
| D. | Dowlas |
| Answer» E. | |
| 6. |
What type of roads is provided for inspection purposes? |
| A. | Side Road |
| B. | Dirt Road |
| C. | Service Roads |
| D. | Toll road |
| Answer» D. Toll road | |
| 7. |
What is the primary purpose of the banks? |
| A. | Aesthetic View |
| B. | Inspection Paths |
| C. | Retaining Water |
| D. | Means of Communication |
| Answer» D. Means of Communication | |
| 8. |
Deposition of silt to form the berms completely has lot of advantages. |
| A. | False |
| B. | True |
| Answer» C. | |
| 9. |
With what equation we can calculate the berm width? |
| A. | (s<sub>1</sub> s<sub>2</sub>) d<sub>1</sub> |
| B. | (s<sub>2</sub> s<sub>1</sub>) d<sub>1</sub> |
| C. | (s<sub>2</sub>) d<sub>1</sub> |
| D. | (s<sub>1</sub>) d<sub>1</sub> |
| Answer» C. (s<sub>2</sub>) d<sub>1</sub> | |
| 10. |
What is range of side slopes for a canal in cutting? |
| A. | 1 H : 1 V to 1.5 H : 1 V |
| B. | 1.5 H : 1 V to 1.5 H : 1 V |
| C. | 1.5 H : 1 V to 1 H : 1 V |
| D. | 1 H: 0.5 V to 1 H : 1 V |
| Answer» B. 1.5 H : 1 V to 1.5 H : 1 V | |
| 11. |
The actual capacity of silt laiden water channel is worked out with 1/2 : 1 side slopes. |
| A. | True |
| B. | False |
| Answer» B. False | |