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Queensferry

Module 07

Water in soil and Darcy's law

Heads and hydraulic gradient, Darcy's law, seepage velocity and layered permeability — how water moves through the ground.

What this module covers

  • Define elevation, pressure and total head, and explain why flow follows total head
  • State and apply Darcy's law for velocity and flow rate
  • Distinguish the Darcy velocity from the true seepage velocity
  • Compute the equivalent permeability of layered soils, parallel and normal to the layers
  • Explain what a constant-head and a falling-head test measure

Lessons

  1. Water flows from high total head to low — not from high pressure to low.

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  2. The linear law for flow through soil, and why the water moves faster than it looks.

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  3. Flow along the layers versus across them, and how k is measured.

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Module checkpoint

Check what you have taken in

2 questions

  1. Question 1

    A constant-head test gives Q = 120 cm³ in t = 60 s, sample L = 10 cm, area A = 20 cm², head h = 5 cm. What is k in cm/s?

  2. Question 2

    Why is the seepage velocity larger than the Darcy velocity?