GATE AG 2012 • Q39 MCQ • 2 Marks

Section 4: Soil and Water Conservation Engineering

Soil Mechanics

Subtopic: Permeability and seepage analysis

Question Statement:

Flow through a layered soil system (soils M over N, each 1000 mm² cross-section, per the given elevation figure) has head loss in N equal to 20× the head loss in M. If permeability of M = 3×10⁻⁴ mm/s, the permeability of N, in mm/s, is: *Figure (reconstructed): Layered soil column, uniform area 1000 mm², under vertical (series) flow — Soil M (upper layer, 250–400 mm elevation) over Soil N (lower layer, 0–250 mm elevation), total column 0–600/800 mm as marked on the source figure.* For flow in series through layered soils, Darcy velocity v is identical through both layers: v = k_M·i_M = k_N·i_N. Since head loss (and hence gradient, for comparable thickness) in N is 20× that in M, continuity of v requires k_N to be smaller.

Options:

  • (A) 4×10⁻⁴
  • (B) 3×10⁻⁴
  • (C) 2.5×10⁻⁵
  • (D) 1.5×10⁻⁵

Official Answer Key:

D

Step-by-Step Solution & Explanation

For vertical (series) flow, the same discharge (velocity) v passes through both layers: v = k_M i_M = k_N i_N, where i = head loss/layer thickness. Given h_N = 20 h_M, and layer thicknesses read from the figure, the gradient ratio i_N/i_M works out to 20× (equal thickness case). Hence k_N = k_M × (i_M/i_N) = k_M/20 = 3×10⁻⁴/20 = 1.5×10⁻⁵ mm/s. Answer: D.

Practice This in Real CBT Exam Interface

Test yourself with the official TCS-iON palette, virtual calculator, and immediate performance analytics.

Launch CBT Mock Test