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Q.No.1

The Manning equation for open channel flow is:

Q.No.2

The relationship between the Chezy coefficient (C) and Manning's roughness coefficient (n) is:

Q.No.3

In a mild slope channel, the water surface profile for gradually varied flow when the depth is greater than normal depth but less than critical depth is classified as:

Q.No.4

The sequent depth ratio for a hydraulic jump in a rectangular channel can be calculated using:

Q.No.5

The specific force in open channel flow is defined as:

Q.No.6

A strong hydraulic jump is characterized by a Froude number:

Q.No.7

The energy loss in a hydraulic jump in a rectangular channel can be expressed as:

Q.No.8

The gradually varied flow equation is based on:

Q.No.9

The critical shear stress in Shield's diagram is a function of:

Q.No.10

The rational method for estimating peak discharge is given by:


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