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Experimental evidence for the effect of hydrographs on sediment pulse dynamics in gravel‐bedded rivers
Author(s) -
Humphries Robert,
Venditti Jeremy G.,
Sklar Leonard S.,
Wooster John K.
Publication year - 2012
Publication title -
water resources research
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.863
H-Index - 217
eISSN - 1944-7973
pISSN - 0043-1397
DOI - 10.1029/2011wr010419
Subject(s) - hydrograph , sediment , sediment transport , hydrology (agriculture) , channel (broadcasting) , geology , entrainment (biomusicology) , flow (mathematics) , dispersion (optics) , bed load , environmental science , geomorphology , soil science , surface runoff , geotechnical engineering , mechanics , engineering , ecology , philosophy , physics , optics , rhythm , electrical engineering , biology , aesthetics
Gravel augmentation is a river restoration technique applied to channels downstream of dams where size‐selective transport and lack of gravel resupply have created armored, relatively immobile channel beds. Augmentation sediment pulses rely on flow releases to move the material downstream and create conditions conducive to salmon spawning and rearing. Yet how sediment pulses respond to flow releases is often unknown. Here we explore how three types of dam releases (constant flow, small hydrograph, and large hydrograph) impact sediment transport and pulse behavior (translation and dispersion) in a channel with forced bar‐pool morphology. We use the term sediment “pulse” generically to refer to the sediment introduced to the channel, the zone of pronounced bed material transport that it causes, and the sediment wave that may form in the channel from the additional sediment supply, which can include input sediment and bed material. In our experiments, we held the volume of water released constant, which is equivalent to holding the cost of purchasing a water volume constant in a stream restoration project. The sediment pulses had the same grain size as the bed material in the channel. We found that a constant flow 60% greater than the discharge required to initiate sediment motion caused a mixture of translation and dispersion of the sediment pulse. A broad crested hydrograph with a peak flow 2.5 times the discharge required for entrainment caused pulse dispersion, while a more peaked hydrograph >3 times the entrainment threshold discharge caused pulse dispersion with some translation. The hydrographs produced a well‐defined clockwise hysteresis effecting sediment transport, as is often observed for fine‐sediment transport and transport‐limited gravel bed rivers. The results imply a rational basis for design of water releases associated with gravel augmentation that is directly linked to the desired sediment behavior.