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
Water flows from high total head to low — not from high pressure to low.
Start lesson →The linear law for flow through soil, and why the water moves faster than it looks.
Start lesson →Flow along the layers versus across them, and how k is measured.
Start lesson →
Module checkpoint
Check what you have taken in
2 questions
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?
Question 2
Why is the seepage velocity larger than the Darcy velocity?