Contrary to common intuition, the fastest flow in a river typically occurs in the deepest and widest sections of the channel, not the narrowest. In deep, wide reaches, water encounters less frictional drag from the bed and banks relative to its volume, allowing higher velocities. Conversely, shallow, narrow sections increase the wetted perimeter relative to cross-sectional area, amplifying boundary friction and slowing the flow. This principle is described by hydraulic geometry and the Manning or Chezy equations. During floods, the river's fastest currents are often in the main channel away from the edges, while overbank flow on floodplains is much slower due to vegetation and shallow depth. Understanding velocity distribution is crucial for navigation, sediment transport, and flood modeling.