Step 1: Flow through soil.
When water seeps through a porous medium like soil, the speed of flow depends on the slope of the energy line, called the hydraulic gradient \(i\).
Step 2: State the relation.
The discharge velocity \(v\) is found to be directly proportional to this hydraulic gradient, written as \[ v = k\,i, \] where \(k\) is the coefficient of permeability.
Step 3: Who proposed it.
This simple law of flow through porous media was found by experiment by the French engineer Henry Darcy in 1856, and it is called Darcy's law.
Step 4: Rule out Stoke.
Stokes gave the law of fall of a small sphere through a fluid, not the flow through soil, so he does not fit.
Step 5: Rule out Coulomb and Hazen.
Coulomb is linked with shear strength of soils, and Allen Hazen with the grain size relation for permeability, not with the velocity gradient law.
Step 6: Answer.
So the statement that velocity is proportional to the hydraulic gradient was proposed by Henry Darcy.
\[ \boxed{\text{Henry Darcy}} \]