Abstract

The sediment transport capacity (Tc) is essential for understanding soil erosion and creating soil erosion prediction models. Although many Tc equations exist, they are not universally applicable to sloping farmland on the Loess Plateau. To tailor Tc equations for this region, Tc for four soils (Shenmu Inceptisol (SMI), Shenmu Entisol (SME), Ansai Inceptisol (AS), and Yongshou Alfisol (YS)) from sloping farmland on the Loess Plateau was determined through flume tests with slopes ranging from 15.84 % to 38.39 % and flow discharges of 0.05 to 0.11 m2 min−1. Additionally, appropriate particle size characteristics were selected to distinguish the soil types. The results revealed that the Tc of SME exceeded that of YS, followed by SMI and AS in descending order. The Tc of the four individual soils increased exponentially with flow discharge (Q) and slope (S). Tc for individual soils could be satisfactorily predicted using power functions of mean velocity, shear stress (τ), stream power (ω), or effective stream power (R2: 0.661–0.950, MAE: 0.020–0.110, RMSE: 0.023–0.151), with ω being identified as an optimal hydraulic parameter for simulating Tc. In contrast, the unit stream power was a poor predictor of Tc for individual soils (R2: 0.403–0.700, MAE: 0.035–0.123, RMSE: 0.040–0.161). The median particle size (D50), sorting coefficient, and kurtosis (Kg) exhibited highly significant positive correlations with Tc (P < 0.01). Finally, a quadratic power equation for Q, S, D50, and Kg, along with two ternary power equations for ω (or τ), D50, and Kg were newly constructed, all with satisfactory accuracies (R2: 0.808–0.826, MAE: 0.061–0.063, RMSE: 0.086–0.090). The inclusion of σ and Kg rectified the inaccuracies in predicting Tc for all four soils using Q and S equations or ω (or τ). The results of this study offer valuable insights into the construction of the Tc equations.

Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.