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Abouthydrology title: AboutHydrology

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In Part 1 we built the toolkit on finite matrices: a Laplacian-like operator with \(\ker = \mathrm{span}\{\mathbf{1}\}\), the Fredholm alternative as the source of macroscopic equations, and the pseudo-inverse as the source of transport coefficients. Now we let the matrix indices become continuous and watch the same algebra, verbatim, derive Richards' equation. This post ...


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This is the first of two posts written as a gentle companion to our recent work on the kinetic theory of unsaturated soil water and, in particular, to the derivation of Richards' equation as a Chapman–Enskog hydrodynamic limit. Before touching any soil physics, I want to isolate the linear algebra that makes the derivation work. It turns out to be the linear algebra of on...


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Two quantities that have no business being related: the spectral gap of a pore network — a purely structural number, computed from the connectivity, with no flow solved anywhere — and the Stokes permeability of the same network, computed by actually solving viscous flow under a pressure drop. Drain the network step by step and they vanish at the same water co...


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I'm happy to share that my new MOOC, SOIL – The Hydrology of Soil, is now live on the University of Trento's MOOC platform. It's free, open, and self-paced, and it's aimed at anyone who wants to properly understand how water moves through unsaturated soil — not just as a set of formulas to memorize, but as a coherent chain of physical reasoning.


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Two soils with the same water content θ are not in the same hydraulic state. The pore-occupancy g(r) — the fraction of pores of radius r that are water-filled — distinguishes them, while θ, being an integral of g, cannot. The navy step is the reference equilibrium geq = H(r* − r): water fills the small pores first. E...

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