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Irrigation Engineering Practice Test: Culverts and Small Road Bridges Construction
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Avg score: 82% Most missed: “A bridge culvert is to be constructed across a proposed lined canal. The afflux …”
Culverts and Small Road Bridges Construction toopics include: High flood discharge computation and bridge foundation depth. A culvert is a tunnel-like structure built under roadways or railways to allow water to flow under them. Culverts can also be used to redirect water from one area to another, such as in drainage systems. They can be made from a variety of materials including: Cast-in-place or precast concrete Galvanized steel Aluminum Plastic (typically high-density polyethylene)  Culverts are typically found in a natural flow of water and are available in many shapes, including... Show more
Irrigation Engineering Practice Test: Culverts and Small Road Bridges Construction
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23 Questions

1. The proposed masonry arch bridge having the total height of its abutments or piers from top to bottom as H can be proposed to have economical spans each equal to ______
2. Calculate the economic length of one span for RCC Slab Bridge if the total height of abutment or pier from the bottom of its foundation to its top is 6m.
3. For purely rigid streams, the foundation of the bridge substructure is taken above the bed.
4. The greater is the heading up of water at the inlet end, the greater will be the flow velocity in case of culvert across some flat terrain.
5. Which of the following formula is valid when the downstream depth is more than 80% of the upstream depth?
6. In Broad Crested Weir formula, the discharge is dependent on ________________
7. Calculate the longitudinal braking force (P) for four-lane bridges designed for class 70R loading.
8. What is the value of the coefficient of discharge for the wide bridge opening with floors?
9. A bridge culvert is to be constructed across a proposed lined canal. The afflux at this site for a contracted canal width can be computed by __________
10. What is the design frequency discharge for road bridges and culverts?
11. The foundations of bridges on erodible beds are taken down below the HFL by an amount equal to _____________
12. The average grain size of the bed material is 0.16 mm for medium silt, Lacey’s silt factor is likely to be _______
13. A road bridge is proposed to be constructed across an alluvial stream with the estimated design discharge as 2500 m3/s. It is decided to adopt a total effective waterway equal to 300 m for this bridge as against the regime width of 237.5 m due to afflux considerations. If the HFL at the site is at RL 214 m, then the RL of the open foundation can be suggested as _______
14. Consider the following statements for quasi-alluvial streams.
i. The bed is not pitched and sides are banked with stable soils or pitching
ii. The bridge span length is equal to the length of water line between banks measured along HFL
iii. The stream is not contracted
Which of the following statements are correct?
15. While going to the Tirupati Tirumala Devasthanam from Madras, highway road is found to be lowered at several places over which natural drainage flow during the rainy season. Such dips in the roads are called ___________________
16. The Lacey’s scour depth R given by equation R = 0.473 (Q/f)1/3 is applicable when the river width is equal to ___________
17. Culverts are all those road bridges whose spans are up to ________
18. Calculate the value of maximum scour depth for a single span structure having normal scour depth 5m.
19. The relation between the scour depth (R) and Regime scour depth (Re) for an alluvial river having regime width (W) and contracted width (B) is given by ______
20. The waterway for a bridge on the river in alluvial plain having a dominant discharge of 3600 cumecs should be ________ m.
21. The existing width of the stream is contracted at the bridge site by _________
22. Greater is the reduction in the linear waterway, the lesser is the afflux.
23. Greater is the afflux, lesser will be the available clearance for the same deck level.