Skip to main content

Table 1 The values of parameter setting of the RRI model used in the study

From: Assessing the effects of climate change on flood inundation in the lower Mekong Basin using high-resolution AGCM outputs

Parameters Mountains Plains
Manning’s coefficient for slope n (m−1/3s) 0.4 0.015
Soil depth d (m) 2.0
Lateral saturated hydraulic conductivity ka (m/s) 0.1
Parameter of unsaturated hydraulic conductivity β 9.0
Vertical hydraulic conductivity kv (cm/h) 0.06
Soil porosity φ 0.6
Wetting front soil suction head Sf 0.273
Manning’s coefficient for river nriver (m−1/3s) 0.03