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Earth

Permafrost and thaw

Watch the ground under a tundra house through the seasons: each summer the top thaws to the depth of the active layer, each winter it freezes again, and below the ground stays frozen at the melting point of its ice. A thick snow cover keeps the winter cold out and the ground five degrees warmer; scrape it away and the permafrost hardens. Warm the climate by a degree a decade and the active layer deepens year by year until the ice-rich layer thaws and the house settles by its excess ice. The latent heat of the ice holds the thaw front back exactly as Neumann’s solution says, and the heat that crossed the surface and the base is the enthalpy the column gained.

Permafrost and thaw — Actual application image
Actual application image

What happens

A soil column 15 m deep in 75 cells, 35 % water with an ice-rich layer of 70 % between 1.5 and 3 m. Each cell holds its enthalpy relative to frozen ground at 0 °C: below zero it is frozen, between zero and the latent heat of its water a mixture at 0 °C, above that thawed; conduction uses harmonic means of the frozen and thawed conductivities. The air (−6 °C mean, ±18 °C, a warming trend) drives the top through 0.3 m of snow in winter; 60 mW/m² of the Earth’s heat enters the base. The excess ice settles the first time it thaws. Explicit steps of 3 h; the heat through the top and base equals the enthalpy gained, and Neumann’s solution checks the thaw front.

Try this

Watch a year’s thaw and freeze; scrape the snow away or deepen it; warm the climate by a degree a decade and wait for the house to settle; switch off the latent heat and see how fast the front runs.

The model and its limits

One-dimensional conduction, a sharp freezing point, fixed soil properties, no water migration, frost heave or vegetation; settlement is a stated bookkeeping of excess ice. Depths are those of this idealized column.

Equations used in the module
Equations
H = C_f·T (T < 0),  0…L (T = 0),  L + C_u·T (T > 0)
dH/dt = ∂/∂z(k·∂T/∂z),  q0 = (T_air − T1)/(R_snow + Δz/2k)
X(t) = 2λ·√(α·t),  λ·e^(λ²)·erf λ = St/√π
ΔH_column = ∫q0 dt + ∫q_geo dt,  s = Σ(w_ice − w)·Δz

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Watch a century go by on a white chalk headland under a grey, windy sky. The breakers cut a notch at the foot wherever their force beats the rock’s resistance; the overhang above hangs like a cantilever until the tension at its root reaches the strength of the chalk, and then the whole block comes down. Its talus shelters the foot until the waves wear it away, and only then does the next notch grow, so the edge steps back a few metres at a time at the closed-form mean rate of that cycle - past the coast path, the fence and, one day, the cottage. Make the waves higher, the chalk weaker or stronger, add a harder band or a seawall; raise the sea and bigger waves reach the foot, while the sandy cove beside it moves its shoreline back by the sand balance and Bruun’s rule. The rock lost balances the notch, the talus worn and the talus left.

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Earth

Tides in an estuary

Watch the evening tide run up a funnel-shaped estuary past the lighthouse: the channel narrows towards the river, so the wave rises as it goes and the range at the head is far larger than at the mouth, the flood is shorter than the ebb, and the salt sea water pushes tens of kilometres inland against the river. Raise the river’s discharge and the salt is pushed back towards the sea; make the funnel sharper or straighten it; close the head and the channel resonates as a quarter-wave, the head’s tide a / cos(kL) of the sea’s. Calm closed water stays exactly calm, a salt estuary with no river stays exactly salt, and the water and salt balance against what crossed the mouth and the head.

Ocean gyres — Actual application image

Earth

Ocean gyres

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