- 2066 Magh (old course) · 4 marks
Short note: river crossing alternatives
Short answer
Alternatives include fords/drifts for shallow low-traffic rivers, causeways submersible during floods, culverts/bridges for permanent crossings, major bridges for all-weather use, ferries/ropeways for remote low-traffic areas, or realignment to an optimal site considering traffic, cost, and river conditions.
Write a short note on river crossing alternatives.
When a road alignment meets a river, the following crossing alternatives are considered and chosen on traffic, river conditions and cost (IRC and NRS 2070).
- Ford / drift - the road is taken through the river bed, with a stabilised (paved) section. Cheapest, but can be used only when the river is shallow, the flow is small and the traffic is light; closed during floods.
- Causeway / Irish bridge (submersible bridge) - a road across the stream with pipes or vents, overtopped in floods. Suitable for seasonal, flashy rivers and low traffic.
- Culvert / small bridge - for small streams; the cheapest permanent crossing for small flows.
- Major bridge - slab, girder, truss, arch, cable-stayed or suspension, for all-weather crossing of wide, deep or perennial rivers. High cost.
- Ferry or ropeway/ suspension footbridge - for very low traffic, temporary or in remote areas (where road cost is not justified).
- Realignment to a better site - move the crossing to the best site of the river: narrow, straight, stable banks, rock foundation, right angle crossing.
Selection criteria
- Traffic volume and type, and the importance of the road
- Width, depth, discharge and flood characteristics
- Bank stability, foundation conditions
- Cost of construction and maintenance and the delay or interruption from floods
- Skew (best at right angle to the flow), approach roads and bridge length
- Environmental effects
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- River crossing: minimum clearance above water · Transmission and Distribution System Design, chapter 4
- Bheri river suspension bridge collapse · Engineering Professional Practice, chapter 7