Question Bank • QB_IDE_EXP_017 MCQ • 1 Mark

Section 5: Irrigation and Drainage Engineering

Irrigation Water Conveyance and Application Methods

Subtopic: Design of irrigation channels and underground pipelines

Question Statement:

According to Lacey's regime theory for alluvium channels, the regime scour depth $R$ is given by:

Options:

  • (A) $R = 0.47 \left(\frac{Q}{f}\right)^{1/3}$
  • (B) $R = 1.35 \left(\frac{q^2}{f}\right)^{1/3}$
  • (C) $R = 0.47 \left(\frac{f}{Q}\right)^{1/3}$
  • (D) $R = 0.75 \left(\frac{Q}{f}\right)^{1/2}$

Answer Key:

A

Step-by-Step Solution & Explanation

Lacey's regime formulas state: 1. In terms of total discharge $Q$: $R = 0.473 \left(\frac{Q}{f}\right)^{1/3}$. 2. In terms of discharge per unit width $q$: $R = 1.35 \left(\frac{q^2}{f}\right)^{1/3}$. Hence, Option A correctly matches the total discharge equation.
← Previous (QB_IDE_ADV_062) Next (QB_IDE_CONV_002) →

Practice In Authentic CBT Exam Interface

Test your skills under authentic timed conditions with live scoring and AIR percentile ranking.

Launch CBT Mock Test