River friction—hydraulic resistance that slows flow and shapes channels—is governed by six measurable factors. Engineers and geomorphologists quantify it via Manning's n, Chezy C, or Darcy-Weisbach f.
| Factor | How It Increases Friction | Typical Range / Example |
|---|---|---|
| Channel geometry | Irregular cross-sections, sharp bends, constrictions create form drag & secondary currents | n = 0.025 (straight) → 0.060 (meandering, overbank) |
| Bed material & roughness | Grain size (D₅₀), bedforms (ripples, dunes, antidunes), protruding boulders | n = 0.012 (smooth concrete) → 0.045 (cobble/boulder) |
| Channel slope | Steeper slope → higher velocity → more turbulence & form drag (non-linear) | S = 0.0001 (lowland) → 0.05 (mountain) |
| Water viscosity (temperature) | Colder water = higher kinematic viscosity → thicker boundary layer → more shear | ν = 1.8×10⁻⁶ m²/s (0°C) → 1.0×10⁻⁶ (20°C) |
| Vegetation (in-channel & banks) | Stems/leaves add drag; roots stabilize banks but increase near-bank roughness | n increase 20–300% vs. bare channel |
| Flow regime (discharge) | Higher Q → deeper flow (reduces relative roughness) BUT more turbulence & bedform dynamics | n often decreases with stage (depth) but total friction force rises |
Friction isn't a single number—it's a spatially and temporally variable field that integrates geology, biology, and hydraulics.