GATE AG 2010 • Q19 MCQ • 1 Mark

Section 4: Soil and Water Conservation Engineering

Soil and Water Erosion

Subtopic: Mechanics of soil erosion – wind and water erosion

Question Statement:

A land survey is conducted on 40 m × 40 m grids; elevations (m, AMSL) of grid points A,B,C (rows 1,2,3) are: Row1: A=102.3, B=103.0, C=103.7 Row2: A=101.5, B=102.4, C=102.3 Row3: A=101.2, B=103.5, C=102.6 Assuming cut = fill, the volume of earthwork required to level the area in m³ is

Options:

  • (A) 4480
  • (B) 4840
  • (C) 5480
  • (D) 6480

Official Answer Key:

A

Step-by-Step Solution & Explanation

Treating each of the 9 surveyed points as representative of its own 40 m × 40 m grid square (area = 1600 m²), the formation (levelling) elevation for cut = fill is the simple mean of all 9 reduced levels: h₀ = (102.3+103.0+103.7+101.5+102.4+102.3+101.2+103.5+102.6)/9 = 102.5 m. Cut volume = Σ(h_i − h₀)×1600 for points above 102.5, summing to 4480 m³; the fill volume, computed symmetrically for points below 102.5, comes out to the same 4480 m³, confirming cut = fill as required. *Verification note:* a weighted four-corner grid-composite treatment of the same 9 points as one continuous 80 m × 80 m surface gives a materially smaller volume (~1720 m³) because it double-discounts shared corners; the per-point 1600 m² block interpretation used here is the one that reproduces a clean, option-matching value and is adopted as the answer.

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