Question Bank • QB_EXP_IDE_EFF_003 MSQ • 2 Marks

Section 5: Irrigation and Drainage Engineering

Irrigation Efficiencies & Water Conveyance

Subtopic: Water distribution efficiency formula

Question Statement:

Which of the following statements regarding Water Distribution Efficiency ($\eta_d$) is/are TRUE?

Options:

  • (A) It is defined by $\eta_d = 100 \left( 1 - \frac{\bar{y}}{\bar{d}} \right)$, where $\bar{d}$ is average water depth stored and $\bar{y}$ is average numerical deviation from $\bar{d}$
  • (B) A distribution efficiency of $100\%$ implies completely uniform penetration depth throughout the length of run
  • (C) Under-irrigation at the lower end of a border strip lowers the distribution efficiency
  • (D) Distribution efficiency accounts for evaporation losses from the supplying reservoir

Answer Key:

A, B, C

Step-by-Step Solution & Explanation

1. $\eta_d = 100 (1 - \bar{y}/\bar{d})$ evaluates how uniformly water infiltrates along the run (A is true). 2. Perfect uniformity means $\bar{y} = 0$, giving $\eta_d = 100\%$ (B is true). 3. Incomplete penetration or non-uniform soaking widens deviation $\bar{y}$, reducing $\eta_d$ (C is true). 4. Distribution efficiency is strictly a field-level uniformity index; reservoir evaporation is unrelated (D is false).
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