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Quantifying soil hydraulic properties and their uncertainties by modified GLUE method

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Figure

Fig. 1. Experimental setup for the evaporation method.
Fig. 2. Relationship between MNS, threshold value and number of sample simulations when the acceptable sampling rate is ASR=0.5%
Fig. 5. Scatter plots of sandy clay loam (c) when N=25 000, R2 represent likelihood value, the x axis is the parameter values
Fig. 6. Posterior distribution of parameters of sandy clay loam (c) when N = 25 000 and threshold value is 0.6
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