Blench's Regime formula containing the terms of Zero bed factor, side factor, charge, etc. was originally evolved from the field data of alluvial channels in stable/equilibrium condition over a hydrological cycle-period. This paper embodies the analysis of six Canadian Gravel Rivers. Bed load estimation has been made by the Regime-method main parameters responsible for sediment transport are correlated and an empirical formula has been evolved which is anticipated to be useful to a practicing engineer for water management projects.