Introduction - LR-04-160006

Description of Experiments

Description of Experiments-continue

Soil Characterization

Results - LR-04-160010

Integrated Measures of Erosion

Integrated Measures of Erosion-continue

Local Measures of Erosion

Replication of Experiments

Very Low Moisture Experiment

Summary and Conclusions - LR-04-160016

Acknowledgements - LR-04-160017

References - LR-04-160018

References-continue - LR-04-160019

Figure 1. Experimental setup - LR-04-160020

Figure 3. Typical development sequence of an eroding rill

Figure 4. Test duration (min) of each soil moisture series (low, mid, high) plotted against flow condition

Figure 5. Time weighted discharge (L/min) from each bin related to flow condition by slope and soil moisture series

Figure 6. Mean FT and C runoff sample sediment concentrations (g/L) and FT/C ratio with flow condition, by slope and soil moisture series

Figure 7. Time-weighted FT and C runoff sample sediment concentrations (g/L) and FT/C ratio with flow condition, by slope and soil moisture series

Figure 8. Median FT and C runoff sample sediment concentrations (g/L) and FT/C ratio with flow condition, by slope and soil moisture series

Figure 9. Maximum FT and C runoff sample sediment concentrations (g/L) and FT/C ratio with flow condition, by slope and soil moisture series

Figure 10. Time-weighted FT and C sediment loads (g/min) and FT/C ratio with flow condition, by slope nd soil moisture series

Figure 11. FT/C ratios for mean, time-weighted, median, and maximum concentration, and sediment load with flow condition, by slope and soil moisture series

Figure 12. Total FT and C sediment transport (kg) and FT/C ratio with flow condition, by slope and soil moisture series

Figure 13. FT and C L2 norms of the section at 0.3L above the outlet and FT/C ratio with flow condition by slope and soil moisture series

Figure 14. FT and C Linf norms of the section at 0.3L above the outlet and FT/C ratio with flow condition by slope and soil moisture series

Figure 15. FT and C L2 norm of the section at 0.7L above the outlet and FT/C ratio with flow condition by slope and soil moisture series

Figure 16. FT and C Linf norm of the section at 0.7L above the outlet and FT/C ratio with flow condition by slope and soil moisture series

Figure 17. Average maximum FT and C rill width and FT/C ratio with flow condition, by slope and soil moisture series

Figure 18. Average maximum FT and C rill depth and FT/C ratio with flow condition, by slope and soil moisture series

Table 1. Experimental Conditions by Soil Moisture Series

Table 3. Mid Soil Moisture Characterization

Table 4. High Soil Moisture Characterization

Table 6. Group Averaged Sediment Load Summary

Table 8. Group Averaged 0.7L CrossSection Norm (cm) Summary

Table 10. Approximately Replicated Experimental Conditions

Table 11. Differences in Results of Replicated Experiments

Table 12. Low Moisture 2-Dry

LR-04-16