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Coarser and rougher: Effects of fine gravel pulses on experimental step‐pool channel morphodynamics
Author(s) -
Johnson J. P. L.,
Aronovitz A. C.,
Kim W.
Publication year - 2015
Publication title -
geophysical research letters
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 2.007
H-Index - 273
eISSN - 1944-8007
pISSN - 0094-8276
DOI - 10.1002/2015gl066097
Subject(s) - flume , beach morphodynamics , geology , sediment , clastic rock , sediment transport , bed load , channel (broadcasting) , bedform , grain size , geomorphology , channelized , surface finish , landslide , hydrology (agriculture) , soil science , flow (mathematics) , geotechnical engineering , materials science , geometry , telecommunications , mathematics , structural basin , computer science , composite material , engineering , electrical engineering
Understanding how steep mountain rivers respond to natural and anthropogenic sediment supply perturbations is important for predicting effects of extreme events (e.g., floods and landslides) and for restoring rivers to more natural conditions. Using flume experiments, we show that stabilized step‐pool‐like channel beds can respond to pulses of finer gravel by becoming even coarser and rougher than before. Adding finer gravel initially reduces bed roughness and also increases the mobility of previously stable bed grains. Small‐ and intermediate‐diameter clasts are then preferentially winnowed from the bed surface, leaving behind higher concentrations of even larger clasts. Ultimately, this results in both a coarser and rougher bed. Our experiments demonstrate that steep river beds become stable through the coevolution of bed roughness and surface grain size distribution and that these morphological variables can be sensitive to the history of upstream sediment supply.