Observations from field investigations showed that flow velocity greater than 3 m/s rarely occurs in nature,and high flow velocity stresses the bio-community and causes instability to the channel.For alluvial rivers without strong human disturbance,the flow velocity varies within a limited range,generally below 3 m/s,while the discharge and wet area may vary in a range of several orders.This phenomenon was studied by analyzing hydrological data,including daily average discharge,stage,cross sections,and sediment concentration,collected from 25 stations on 20 rivers in China,including the Yangtze,Yellow,Songhua,Yalu,Daling,and Liaohe Rivers.The cross-sectional average velocity was calculated from the discharge and wet area using the continuity equation.For alluvial rivers,the wet cross section may self-adjust in accordance with the varying flow discharge so that the flow velocity does not exceed a limit value.In general,the average velocity increases with the discharge increase at low discharge.As the discharge exceeds the discharge capacity of the banks,any further increase in discharge does not result in a great increase in velocity.The average velocity approaches an upper limit as the discharge increases.This limit velocity,in most cases,is less than 3 m/s.Human activities,especially levee construction,disturb the limit velocity law for alluvial rivers.In these cases,the average velocity may be approximately equal to or higher than the limit velocity.The limit velocity law has profound morphological and ecological implications on alluvial rivers and requires further study.Rivers should be trained and managed by mimicking natural processes and meeting the limit velocity law,so as to maintain ecologically-sound and morphological stability. Observations from field investigations showed that flow velocity greater than 3 m / s rarely occurs in nature, and high flow velocity stresses the bio-community and causes instability to the channel. For alluvial rivers without strong human disturbance, the flow velocity varies within a limited range, generally below 3 m / s, while the discharge and wet area may vary in a range of several orders. This phenomenon was studied by analyzing hydrological data, including daily average discharge, stage, cross sections, and sediment concentration, collected from 25 stations on 20 rivers in China, including the Yangtze, Yellow, Songhua, Yalu, Daling, and Liaohe Rivers. The cross-sectional average velocity was calculated from the discharge and wet area using the continuity equation. For alluvial rivers, the wet cross section may self-adjust in accordance with the varying flow discharge so that the flow velocity does not exceed a limit value. In general, the average velocity increases with the discharge increase at low di any discharge exceeds the discharge capacity of the banks, any further increase in discharge does not result in a great increase in velocity.The average velocity approaches an upper limit as the discharge increases.This limit velocity, in most cases, is less than 3 m / s .Human activities, especially levee construction, disturb the limit velocity law for alluvial rivers.In these cases, the average velocity may be approximately equal to or higher than the limit velocity. limit velocity law has profound morphological and ecological implications on alluvial rivers and requires further study. Rivers should be trained and managed by mimicking natural processes and meeting the limit velocity law, so as to maintain ecologically-sound and morphological stability.