Predicted Infiltration for Sodic/Saline Soils from Reclaimed Coastal Areas: Sensitivity to Model Parameters

Table 2

Soil hydraulic parameters and conditions in the infiltration experiments.

Soil	Bulk density; (g/cm^3)	Ponding head; (cm)	(cm^3/cm^3)	(cm^3/cm^3)	(cm^−1)		(cm/min)	(cm^3/cm^3)
Soil A	1.4	2.5	0.001	0.3751	0.0050	2.0904	0.025	0.05	0.1534
		2.8
	1.5	2.6	0.001	0.3889	0.0046	1.6157	0.020		0.1059
		3.9
Soil B	1.4	2.7	0.001	0.4216	0.0056	2.4136	0.004	0.02	0.2093
		3.0
	1.5	2.8	0.001	0.3848	0.0027	2.1267	0.002		0.1612
		2.7

Note: , , and are the initial, residual, and saturated soil water contents (cm³/cm³); α (cm⁻¹) and (dimensionless) are unsaturated soil parameters; is the saturated hydraulic conductivity (cm/min); is a soil physical parameter.