Which of the following gradients will have the maximum value?
Road gradient, also known as the slope or incline, is a crucial factor in highway design. It represents the rise or fall along the length of the road. Gradients significantly affect vehicle performance, fuel consumption, and safety. Different types of gradients are specified based on the terrain and design requirements to ensure efficient and safe traffic flow.
In highway engineering, several types of gradients are defined:
These gradients have different recommended values depending on the terrain, such as plain, rolling, mountainous, and steep terrain.
The question asks which of the given gradients will have the maximum value. Let's consider the typical relative values:
Comparing the options provided:
Let's look at typical values (these can vary based on specific design standards, but the relative order is consistent for comparison):
| Gradient Type | Terrain | Typical Value (approx.) |
|---|---|---|
| Minimum gradient | Plain/Rolling | ∼0.5% (1 in 200) |
| Limiting gradient | Plain/Rolling | ∼3.3% (1 in 30) |
| Exceptional gradient | Plain/Rolling | ∼5% (1 in 20) |
| Minimum gradient | Steep | ∼0.5% - 1.0% |
Comparing the typical values:
From this comparison, it is clear that the Exceptional gradient for plain and rolling terrain has the highest typical value among the options provided.
| Gradient Type | Purpose/Condition | Relative Value |
|---|---|---|
| Minimum Gradient | Drainage; always provided. | Smallest |
| Ruling / Limiting Gradient | Normal maximum slope; vehicle performance maintained. | Intermediate (higher than Minimum) |
| Exceptional Gradient | Used only when unavoidable; short length. | Largest (higher than Ruling) |
Several factors influence the choice of road gradients:
While steep terrain generally allows for steeper *types* of gradients (like Limiting or Exceptional for steep terrain being greater than for plain/rolling), within the set of options, the Exceptional gradient for plain and rolling terrain represents the highest value listed.
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ii. It is the bottom width of the cutting.
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iv. It is inclusive of the width of side drains.
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