Effects of sand content on initial gravel motion in gravel‐bed rivers. Issue 9 (27th March 2017)

• Record Type: Journal Article
• Authors: Miwa, Hiroshi; Parker, Gary
• Is Part Of: Earth surface processes and landforms. Volume 42:Issue 9(2017)
• Page Start: 1355
• Page End: 1364
• Publication Date: 2017-03-27
• Subjects: gravel bed -- armoring -- sand and gravel -- initial motion -- critical Shields stress -- sediment augmentation; Geomorphology -- Periodicals; 551.4
• DOI: 10.1002/esp.4119
• Languages: English
• ISSNs: 0197-9337

Abstract

Abstract: When fine sediments are present in gravel streambeds (gravel‐framework beds), the gravel can be more easily removed from its original position, compared with gravel in a streambed without fine sediment but otherwise under the same hydraulic conditions. In this study, the effect of the presence of sand on the initiation of gravel motion in gravel riverbeds was investigated using flume experiments. The relationship between the critical Shields stress for gravel motion initiation and the fraction of sand in the bed was determined experimentally. The results can be summarized as follows. (1) When the fraction of sand in the bed is smaller than about 0.4, the critical Shields stress for the initiation of gravel motion decreases with increasing fraction of sand. The critical Shields stress increases, however, with increasing fraction of sand when it is larger than about 0.4. (2) The difference between the value of the critical Shields stress predicted by the Egiazaroff equation and the value obtained from the experimental data becomes maximum at about 0.4 of the fraction of sand. Here an empirical relation between the critical Shields stress and the fraction of sand is proposed so as to consider the effects of the ratio of the characteristic gravel size to the mean size of the bed material on the critical Shields stress. (3) Gravel in armored beds can be more easily mobilized by supplying sand as part of a sediment augmentation scheme. The sand fraction in the subsurface layer of the bed appears to reduce the friction angle of exposed particles. Sediment augmentation using sand has been recently demonstrated to be a viable alternative for mobilizing gravel for the restoration of gravel‐bed rivers downstream of dams. The quantitative evaluation obtained through the experiments reported here may be useful for the design of augmentation schemes. Copyright © 2017 John Wiley & Sons, Ltd.