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Table 2 Estimated values of Ws by Eq. 5 and corresponding values of ZR for the Usumacinta river

From: Experimental validation of a cohesive suspended sediment transport model for two Mexican rivers

D (microns)

Estimated Ws-mm/s

Estimated ZR

Average ZR

200

0.42

0.015

 

400

1.18

0.042

 

600

1.96

0.071

0.043