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Palabras clave – provistas por la editorial

local scour; ice cover; ice jam; bridge pier; sediment transport; river ice hydraulics; incipient motion; threshold condition; critical shear stress; threshold velocity; hydraulically transitional flow; ice-covered channel; longitudinal velocity; Reynolds stress; turbulence intensity; spur dike; acoustic doppler velocimeter (ADV); instantaneous velocity component; Huai River; river channel variation; erosion; deposition; numerical simulation; coherent flow structures; vegetation patch; von Karman vortex; octant analysis; semi-elliptical abutment; vegetated bed; Reynolds shear stress; Reynolds stress anisotropy; coherent Reynolds shear stress; intermittent turbulence; mixing layer; quadrant analysis; vegetation patches; local scour depth; tandem double piers; pier spacing distance; ice jam evolution; ice jam thickness; scour hole; bridge piers; transverse thickness distribution; ice wave crest; waved-shape accumulation of ice particles (ice wave); ice wave; experiment; wave crest; wave trough; wavelength; migration speed; n/a