Water Resource Engineering: Open Channel Flow For a triangular channel, the top width, T is given as: T = 2zy where z is the horizontal portion of the side slope of the channel and y is the channel depth. The area of a triangular channel, A is given as: A = zy2 Given the above information and using the equation: 1 = TQ2/gA3 Solve for the critical depth, yc and the minimum specific energy. Note: remember the discharge, Q = qT

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Water Resource Engineering: Open Channel Flow

For a triangular channel, the top width, T is given as:

T = 2zy

where z is the horizontal portion of the side slope of the channel and y is the channel depth.

The area of a triangular channel, A is given as:

A = zy2

Given the above information and using the equation:

1 = TQ2/gA3

Solve for the critical depth, yc and the minimum specific energy.

Note: remember the discharge, Q = qT

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