Table 3 Slope angle under different dry density
From: Study on the influencing factors and evolution of loess bank collapse with physical modelling
Dry density / (g/cm3) | Underwater slope angle /° | Above water slope angle /° | Width of Bank Collapse (BCW) / cm |
|---|---|---|---|
1.28 | 16 | 58 | 40 |
1.32 | 16 | 59 | 38 |
1.36 | 16 | 67 | 30 |
1.40 | 20 | 66 | 29 |
1.45 | 21 | 76 | 25 |