Table 1.
The distribution of particle sizes.
Fig 1.
Schematic diagram of the test device.
Fig 2.
Experiment facilities.
Table 2.
Design of experiment.
Table 3.
Experimental results.
Fig 3.
The sediment transport capacity changing the relationship with slope gradients and flow discharge.
Table 4.
Regression equation between slope gradients (θ), flow discharge (Q), and sediment transport capacity (Tc), respectively.
Table 5.
Results of stepwise regression analysis.
Fig 4.
Predicted (using Table 6) and measured of Tc.
Table 6.
Statistical results of predicted and measured sediment transport capacity (Tc).
Fig 5.
The measured values were distributed in the best predicted range.
Table 7.
Empirical formula for sediment transport capacity of overland flow.
Fig 6.
Comparison of measured and simulated values of dimensionless sediment transport capacity with different formulas.