Question Bank • QB_EXP_IDE_CAN_001 NAT • 1 Mark

Section 5: Irrigation and Drainage Engineering

Canal Design: Lacey, Kennedy & Tractive Force

Subtopic: Lacey regime wetted perimeter

Question Statement:

An unlined irrigation canal in regime condition carries a design discharge of $Q = 30.0\text{ m}^3/\text{s}$. According to Lacey's regime theory, the wetted perimeter of the channel is ________ $\text{m}$ (round off to two decimal places).

Answer Key:

26.02

Step-by-Step Solution & Explanation

According to Lacey's regime formula, the wetted perimeter $P$ is solely a function of design discharge $Q$: $P = 4.75 \sqrt{Q}$ Given $Q = 30.0\text{ m}^3/\text{s}$: $P = 4.75 \times \sqrt{30.0} = 4.75 \times 5.4772 = 26.02\text{ m}$
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