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Table 2

RMSE from comparing experimental and predicted values of water content, θ, and unsaturated hydraulic conductivity, K, for all prediction scenarios

Porous mediumRETCRMSE θ (cm3 cm−3)RMSE K (cm min−1)
Sand   1st scenario 
 0.0073 0.4802 
  2nd scenario 
Type Ι 0.0083 0.4490 
Type ΙΙ 0.0244 0.2424 
Sandy loam  1st scenario 
 0.0093 0.5324 
  2nd scenario 
Type Ι 0.0167 0.1371 
Type ΙΙ 0.0169 0.0390 
Loam  1st scenario 
 0.0091 0.2807 
  2nd scenario 
Type Ι 0.0091 0.2294 
Type ΙΙ 0.0105 0.0736 
Silty clay loam  1st scenario 
 0.0023 0.6936 
  2nd scenario 
Type Ι 0.0056 0.1212 
Type ΙΙ 0.0068 0.0383 
Clay loam  1st scenario 
 0.0060 1.6694 
  2nd scenario 
Type Ι 0.0394 0.3185 
Type ΙΙ 0.0258 0.1082 
Clay  1st scenario 
 0.0047 0.4132 
  2nd scenario 
Type Ι 0.0340 0.5419 
Type ΙΙ 0.0081 0.0507 
Porous mediumRETCRMSE θ (cm3 cm−3)RMSE K (cm min−1)
Sand   1st scenario 
 0.0073 0.4802 
  2nd scenario 
Type Ι 0.0083 0.4490 
Type ΙΙ 0.0244 0.2424 
Sandy loam  1st scenario 
 0.0093 0.5324 
  2nd scenario 
Type Ι 0.0167 0.1371 
Type ΙΙ 0.0169 0.0390 
Loam  1st scenario 
 0.0091 0.2807 
  2nd scenario 
Type Ι 0.0091 0.2294 
Type ΙΙ 0.0105 0.0736 
Silty clay loam  1st scenario 
 0.0023 0.6936 
  2nd scenario 
Type Ι 0.0056 0.1212 
Type ΙΙ 0.0068 0.0383 
Clay loam  1st scenario 
 0.0060 1.6694 
  2nd scenario 
Type Ι 0.0394 0.3185 
Type ΙΙ 0.0258 0.1082 
Clay  1st scenario 
 0.0047 0.4132 
  2nd scenario 
Type Ι 0.0340 0.5419 
Type ΙΙ 0.0081 0.0507 
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