2021
DOI: 10.1002/essoar.10507821.1
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Aquatic insect bioconstructions modify fine-sediment entrainment and mobility

Abstract:  Caddisfly (Trichoptera) larvae are aquatic insects that build cases from fine sediment, which may modify sediment transport. Dome shaped cases (family Glossosomatidae) do not differ in mobility from the sand particles they are constructed from. Tubular shaped cases (Limnephilidae and Sericostomatidae) are more mobile than sand grains and may increase sand transport in rivers.

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Cited by 1 publication
(2 citation statements)
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“…Mason et al, 2019; $ 300-470 g m À2 Statzner et al, 2005) due to the larger size of particles used by quagga mussels. Whilst many case-building caddisfly species are selective in the grain sizes used to construct cases (Mason et al, 2019), this study suggests that quagga mussels will attach to all available riverbed sediment. Reach scale analysis of quagga mussel druses demonstrated a significant relationship between the sediment size distributions of grains attached to druses and bed grains, suggesting that druse attachment was driven by grain availability, rather than active selection.…”
Section: Quagga Mussels Are Not Selective Of Grain Sizementioning
confidence: 84%
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“…Mason et al, 2019; $ 300-470 g m À2 Statzner et al, 2005) due to the larger size of particles used by quagga mussels. Whilst many case-building caddisfly species are selective in the grain sizes used to construct cases (Mason et al, 2019), this study suggests that quagga mussels will attach to all available riverbed sediment. Reach scale analysis of quagga mussel druses demonstrated a significant relationship between the sediment size distributions of grains attached to druses and bed grains, suggesting that druse attachment was driven by grain availability, rather than active selection.…”
Section: Quagga Mussels Are Not Selective Of Grain Sizementioning
confidence: 84%
“…Each gravel bed was subjected to series of 10 discharge steps with increasing discharge, flow velocity and bed shear stress, to examine the flow velocity and shear stress required for entrainment to occur, with the erosion of sediment measured during each step (following Mason et al, 2022). During each discharge step, flow velocity was recorded at 0.4 d (where d is water depth) to estimate depth averaged velocity ( U d ) using a Valeport electromagnetic flow meter.…”
Section: Methodsmentioning
confidence: 99%