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Horton Soil Infiltration Capacity Curve f(t) & Cumulative Depth F(t)

Calculate exponentially decaying storm infiltration capacity f(t) = f_c + (f_0 - f_c) * EXP(-k * t) (mm/hr) and exact integrated cumulative infiltration depth F(t) = f_c * t + ((f_0 - f_c) / k) * (1 - EXP(-k * t)) (mm).

Model how dry soil infiltration saturates down to equilibrium conductivity during a storm!

At the onset of heavy rainfall (t = 0), dry unsaturated topsoil absorbs water rapidly at initial infiltration capacity f_0 (mm/hr). As pore spaces swell and fill, infiltration decays exponentially at decay constant k (1/hr) toward final saturated hydraulic capacity f_c <= f_0 according to Robert Horton's equation: f(t) = f_c + (f_0 - f_c) * EXP(-k * t)!

Integrating f(t) from 0 to elapsed storm duration t (hours) yields exact Cumulative Infiltration Depth F(t) (in mm): F(t) = (f_c * t) + ((f_0 - f_c) / k) * (1 - EXP(-k * t))! Whenever storm rainfall intensity exceeds f(t), the excess becomes overland Hortonian stormwater runoff!

Elapsed Storm Time t (Sandy Loam: f_0 = 75 mm/hr, f_c = 10 mm/hr, k = 2.0 /hr)Instantaneous Rate f(t) (mm/hr)Cumulative Infiltrated F(t) (mm)Soil Saturation State
Storm Start (t = 0.0 hr)75.00 mm/hr (= f_0)0.00 mmDry capillary suction peak
30 Minutes (t = 0.5 hr)33.91 mm/hr25.54 mmRapid pore-filling transition
2 Hours (t = 2.0 hr)11.19 mm/hr (~ f_c)51.90 mmNear-saturated equilibrium

Horton Instantaneous Infiltration Rate f(t) (mm/hr)

Validates f_0 >= f_c >= 0, k > 0, and t >= 0, then evaluates f_c + (f_0 - f_c) * EXP(-k * t).

=IF(OR(B3 < 0, B2 < B3, B4 <= 0, B5 < 0), "Invalid Horton Soil Parameters", ROUND(B3 + (B2 - B3) * EXP(-B4 * B5), 2))

Cumulative Infiltrated Water Depth F(t) (mm)

Evaluates exact integral (f_c * t) + ((f_0 - f_c) / k) * (1 - EXP(-k * t)).

=IF(OR(B3 < 0, B2 < B3, B4 <= 0, B5 < 0), "Invalid Horton Soil Parameters", ROUND((B3 * B5) + ((B2 - B3) / B4) * (1 - EXP(-B4 * B5)), 2))

Try the example

Use the original values or change them to test your understanding.

Further reading