shypFun.01310 {spsh} | R Documentation |
van Genuchten-Mualem trimodal Soil Hydraulic Propterty Model
Description
trimodal van Genuchten-Mualem functions for the retention and hydraulic conductivity curves (Durner 1994).
Usage
shypFun.01310(p, h)
Arguments
p |
vector of the 9 van Genuchten-Mualem model parameters, order is sensitve and has to be given as:
| ||||||||||||||||||||||||
h |
pressure heads [cm] for which the corresponding retention and conductivity values are calculated. |
Details
The function solves analytically the spec. water capacity function and integral to the capillary bundle model.
Value
returns a list
with calculations at specified h
:
theta |
calculated volumetric moisture content |
Se |
calculated saturation |
cap |
specific water capacity function |
psd |
pore size distribution |
Kh |
Hydraulic conductivity values |
Author(s)
Tobias KD Weber , tobias.weber@uni-hohenheim.de
References
Durner W (1994).
“Hydraulic conductivity estimation for soils with heterogeneous pore structure.”
Water Resources Research, 30(2), 211–223.
ISSN 0043-1397.
See Also
Weber TK, Durner W, Streck T, Diamantopoulos E (2019).
“A modular framework for modelling unsaturated soil hydraulic properties over the full moisture range.”
Water Resources Research.
ISSN 0043-1397, doi: 10.1029/2018WR024584.
Weber TKD, Iden SC, Durner W (2017).
“Unsaturated hydraulic properties of Sphagnum moss and peat reveal trimodal pore-size distributions.”
Water Resources Research, 53(1), 415–434.
ISSN 0043-1397, doi: 10.1002/2016WR019707.
Weber TKD, Iden SC, Durner W (2017).
“A pore-size classification for peat bogs derived from unsaturated hydraulic properties.”
Hydrology and Earth System Sciences, 21(12), 6185–6200.
ISSN 1607-7938, doi: 10.5194/hess-21-6185-2017.
Examples
p <- c("thr" = 0.1, "ths" = 0.4, alf1 = .5, "n1" = 3,
"w1" = .5, "alf2" = 0.01, "n2" = 2,
"w2" = .3, "alf3" = 0.01, "n3" = 1.6,
"Ks" = 100, "tau" = .5)
h <- 10^seq(-2, 6.8, length = 197)
shyp.L <- shypFun.01310(p, h)