Predicting physical equations of soil detachment by simulated concentrated flow in Ultisols (subtropical China)

Soil detachment in concentrated flow is due to the dislodging of soil particles from the soil matrix by surface runoff. Both aggregate stability and shear strength of the topsoil reflect the erosion resistance of soil to concentrated runoff, and are important input parameters in predicting soil detachment models. This study was conducted to develop a formula to predict soil detachment rate in concentrated flow by using the aggregate stability index ( As ), root density ( R d ) and saturated soil strength ( σ s ) in the subtropical Ultisols region of China. The detachment rates of undisturbed topsoil samples collected from eight cultivated soil plots were measured in a 3.8 m long, 0.2 m wide hydraulic flume under five different flow shear stresses ( τ = 4.54, 9.38, 15.01, 17.49 and 22.54 Pa). The results indicated that the stability index ( As ) was well related with soil detachment rate, particularly for results obtained with high flow shear stress (22.54 Pa), and the stability index ( As ) has a good linear relationship with concentrated flow erodibility factors ( K c ). There was a positive linear relationship between saturated soil strength ( σ s ) and critical flow shear stress ( τ c ) for different soils. A significant negative exponential relationship between erodibility factors ( K c ) and root density ( R d ) was detected. This study yielded two prediction equations that allowed comparison of their efficiency in assessing soil detachment rate in concentrated flow. The equation including the root density ( R d ) may have a better correlation coefficient ( R 2 = 0.95). It was concluded that the formula based on the stability index ( As ), saturated soil strength ( σ s ) and root density ( R d ) has the potential to improve methodology for assessing soil detachment rate in concentrated flow for the subtropical Chinese Ultisols.