Clapp-Hornberger

Hydraulic conductivity at a soil-layer interface as a Clapp-Hornberger function of the average volumetric water content and porosity of the two adjacent layers, scaled by the unfrozen fraction. Implements Oleson et al. (2010, CLM Tech Note Ch. 5) Eq. 5.69 (interface conductivity) with the frozen-fraction multiplier of Eq. 5.70. Migrated from UrbanCanopy.jl@9200edd4 src/hydrology.jl:1053 (`InterfaceHydraulicConductivity` @component). Observed-only: all eight inputs are parameters and k_h is given by a single algebraic equation.

Soil hydraulic properties for an urban-canopy pervious-road soil column following Section 5.3.1 of Oleson et al. (2010, CLM4 Tech Note). Computes five Clapp-Hornberger / Cosby-style properties from the soil sand and clay fractions and the local volumetric water content: saturated hydraulic conductivity k_sat (Eq. 5.70), porosity θ_sat (Eq. 5.71), Clapp-Hornberger exponent B (Eq. 5.72), saturated matric potential ψ_sat (Eq. 5.74), and matric potential ψ (Eq. 5.73, clamped on both sides). Migrated from UrbanCanopy.jl@9200edd4 src/hydrology.jl:322 (`SoilHydraulicProperties` @component). Observed-only: all three inputs are parameters and all five outputs are given by single algebraic equations.

Layer-averaged equilibrium volumetric water content (θ_E, Eq. 5.101) and equilibrium matric potential at the layer node (ψ_E, Eq. 5.106) for a single soil layer, following Oleson et al. (2010, CLM4 Tech Note Ch. 5, §5.3.2.1, Eqs. 5.98–5.106). θ_E is fully saturated (θ_sat) when the water table is above the layer (z_v < z_h_upper), otherwise is computed by integrating the hydrostatic-equilibrium Clapp-Hornberger profile across the layer, clamped to [0, θ_sat]. ψ_E is derived from the Brooks-Corey inverse relation with a 1% saturation floor and a hard lower bound at ψ_min = −10⁵ m to prevent numerical underflow. Migrated from UrbanCanopy.jl@9200edd4 src/hydrology.jl:509 (`SoilWaterEquilibrium` @component). Note: the migration-tracker row for this component carried the blocking_gap `other:discretization-plan` because the row description mentioned an in-file Richards-equation PDE at src/hydrology.jl:674. Inspection shows that PDESystem lives in a separate non-`@component` helper function (`RichardsEquation`) and is not part of `SoilWaterEquilibrium`, which is a plain two-equation algebraic `@component`. No discretization plan is needed.