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Geometric-Design-of-Highways

1. The seepage flow is present in _______


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2. What is maximum value of Manning’s coefficient for soil with heavy vegetation?


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3. The increase in moisture causes strength to ______


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4. The desirable velocity for sand and silt are ______


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5. The highway drainage system consists of how many types?


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6. The GWT should be at a distance of ___ from ground level.


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7. How many components are present in surface drainage system?


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8. The water may be collected in ______


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9. For a bitumen pavement calculate discharge in m3/sec if intensity of rainfall is 40 mm/sec and area of drainage is 100 m2.


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10. The structure provided on pavement to remove storm water is _______


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Topics

This Chapter Geometric-Design-of-Highways consists of the following topics

Highway Drainage

The seepage flow is present in _______

;

What is maximum value of Manning’s coefficient for soil with heavy vegetation?

;

The increase in moisture causes strength to ______

;

The desirable velocity for sand and silt are ______

;

The highway drainage system consists of how many types?

;

The GWT should be at a distance of ___ from ground level.

;

How many components are present in surface drainage system?

;

The water may be collected in ______

;

For a bitumen pavement calculate discharge in m3/sec if intensity of rainfall is 40 mm/sec and area of drainage is 100 m2.

;

The structure provided on pavement to remove storm water is _______

;