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Equipment and experimental procedure The flume Run procedure Size of bed and bank material Results of experiments Conditions of incipient movement of bed material Relation of discharge, area of cross section, and roughness Relation of slope, discharge, and width; coarser (2.0 mm) sand Results of experiments-Continued Relation of slope, discharge, and width; finer (0.67 mm) sand Evidence of secondary circulation Pseudomeanders Comparison with field observations of natural channels_ _ _ Anabranches, river channels, and flume channels compared Relation of bank material to at-a-station and downstream variation of width with discharge

Factors controlling the size and shape of stream channels in coarse noncohesive sands