Table 1 Shear velocity in Usumacinta and Grijalva rivers
From: Experimental validation of a cohesive suspended sediment transport model for two Mexican rivers
River | Distance from left bank (m) | u* (m/s) |
|---|---|---|
Grijalva | 45 | 0.048 |
80 | 0.045 | |
165 | 0.036 | |
Usumacinta | 25 | 0.064 |
140 | 0.082 | |
215 | 0.065 |