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Calculates the unsaturated hydraulic conductivity at the applied tension using the Zhang (1997) relationship: $$K(h) = \frac{C_1}{A}$$

Usage

hydraulic_conductivity_minidisk(data, C1, A)

Arguments

data

A data frame or tibble.

C1

Bare column name or scalar; the quadratic (time-proportional) coefficient from the Philip two-term fit (cm/s). Typically .C1 from fit_infiltration().

A

Bare column name or scalar; the A parameter (cm). Typically .A from infiltration_vg_params() or parameter_A_zhang().

Value

The input data as a tibble with one additional column .K_h (cm/s).

Details

where C₁ is the quadratic coefficient from fit_infiltration() and A is the shape parameter from infiltration_vg_params() or parameter_A_zhang().

References

Zhang, R. (1997). Determination of soil sorptivity and hydraulic conductivity from the disk infiltrometer. Soil Science Society of America Journal, 61(4), 1024–1030. https://doi.org/10.2136/sssaj1997.03615995006100060008x

Examples

library(tibble)

results <- tibble(site = c("A", "B"), .C1 = c(0.004, 0.009), .A = c(3.91, 6.27))
hydraulic_conductivity_minidisk(results, C1 = .C1, A = .A)
#> # A tibble: 2 × 4
#>   site    .C1    .A    .K_h
#>   <chr> <dbl> <dbl>   <dbl>
#> 1 A     0.004  3.91 0.00102
#> 2 B     0.009  6.27 0.00144