Remobilisation of fine sediment from gravel beds under flushing flows: a flume experiment
Remobilisation of fine sediment from gravel beds under flushing flows: a flume experiment
Ground-water dominated chalk streams regularly exhibit higher quantities of accumulated fine sediment (inorganic and organic particles <2 mm) within their gravel beds compared with other UK systems due to their natural flow conditions, notably low bed mobilising flows. This characteristic, in combination with their fine sediment-sensitive species, creates a high propensity for lethal/sub-lethal ecological impacts. Current approaches to management targets and targeted interventions have failed in chalk streams due to a lack of scientific knowledge underpinning them. Whilst research has quantified fine sediment infiltration and accumulation in chalk stream gravel beds, little is understood regarding remobilisation that leads to the “cleanout” of fine sediment. To address this gap, flume experiments were carried out to investigate the remobilisation depths of fine sediment (especially cohesive sediment <62.5 μm) from the ecologically-sensitive surface layer (0 – 10 cm) of a typical chalk stream gravel bed, across a range of flow conditions. Bed shear stresses in the flume experiments ranged from 0.6 to 8.1 Pa; increases in bed shear stress corresponded to increases in fine sediment cleanout depth. Fine sediment remaining after experiment runs indicated two processes of remobilisation important in keeping the surface layer of gravel beds clean of excessive fine sediment: flushing from the bed framework and hydraulic winnowing within the bed framework. The data were used to evaluate the validity of established models for predicting fine sediment remobilisation from gravel beds. Comparisons between observed and predicted cleanout depths demonstrated that established models tend to overpredict cleanout depths. Existing models appear unsuitable for use in chalk streams due to assumptions within these models and their failure to represent the natural characteristics of chalk stream gravel beds. The novel data generated by this study can be applied to direct revised fine sediment targets, management, and restoration activities.
cohesive sediment, Groundwater, Substrate, river restoration, sediment management
Mondon, Beth
af15d99f-67c6-49f3-93fe-05a9844bd914
Sear, David A.
ccd892ab-a93d-4073-a11c-b8bca42ecfd3
Kassem, Hachem
658efa7a-a02c-4b29-9d07-5d57e95a4b51
Collins, Adrian L.
700e5f6a-4de3-4406-ad7a-d9d8ec0a5069
Shaw, Peter J.
935dfebf-9fb6-483c-86da-a21dba8c1989
Sykes, Tim
4fd50c6b-d311-4aa9-ae3a-31b2945f486a
Mondon, Beth
af15d99f-67c6-49f3-93fe-05a9844bd914
Sear, David A.
ccd892ab-a93d-4073-a11c-b8bca42ecfd3
Kassem, Hachem
658efa7a-a02c-4b29-9d07-5d57e95a4b51
Collins, Adrian L.
700e5f6a-4de3-4406-ad7a-d9d8ec0a5069
Shaw, Peter J.
935dfebf-9fb6-483c-86da-a21dba8c1989
Sykes, Tim
4fd50c6b-d311-4aa9-ae3a-31b2945f486a
Mondon, Beth, Sear, David A., Kassem, Hachem, Collins, Adrian L., Shaw, Peter J. and Sykes, Tim
(2026)
Remobilisation of fine sediment from gravel beds under flushing flows: a flume experiment.
Earth Surface Processes and Landforms, 51 (3), [e70273].
(doi:10.1002/esp.70273).
Abstract
Ground-water dominated chalk streams regularly exhibit higher quantities of accumulated fine sediment (inorganic and organic particles <2 mm) within their gravel beds compared with other UK systems due to their natural flow conditions, notably low bed mobilising flows. This characteristic, in combination with their fine sediment-sensitive species, creates a high propensity for lethal/sub-lethal ecological impacts. Current approaches to management targets and targeted interventions have failed in chalk streams due to a lack of scientific knowledge underpinning them. Whilst research has quantified fine sediment infiltration and accumulation in chalk stream gravel beds, little is understood regarding remobilisation that leads to the “cleanout” of fine sediment. To address this gap, flume experiments were carried out to investigate the remobilisation depths of fine sediment (especially cohesive sediment <62.5 μm) from the ecologically-sensitive surface layer (0 – 10 cm) of a typical chalk stream gravel bed, across a range of flow conditions. Bed shear stresses in the flume experiments ranged from 0.6 to 8.1 Pa; increases in bed shear stress corresponded to increases in fine sediment cleanout depth. Fine sediment remaining after experiment runs indicated two processes of remobilisation important in keeping the surface layer of gravel beds clean of excessive fine sediment: flushing from the bed framework and hydraulic winnowing within the bed framework. The data were used to evaluate the validity of established models for predicting fine sediment remobilisation from gravel beds. Comparisons between observed and predicted cleanout depths demonstrated that established models tend to overpredict cleanout depths. Existing models appear unsuitable for use in chalk streams due to assumptions within these models and their failure to represent the natural characteristics of chalk stream gravel beds. The novel data generated by this study can be applied to direct revised fine sediment targets, management, and restoration activities.
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Earth Surf Processes Landf - 2026 - Mondon - Remobilisation of fine sediment from chalk stream gravel beds under flushing (1)
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Accepted/In Press date: 24 February 2026
e-pub ahead of print date: 19 March 2026
Keywords:
cohesive sediment, Groundwater, Substrate, river restoration, sediment management
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Local EPrints ID: 510193
URI: http://eprints.soton.ac.uk/id/eprint/510193
ISSN: 0197-9337
PURE UUID: 362466c2-1c18-40c0-917f-5d6494b83e3e
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Date deposited: 20 Mar 2026 17:31
Last modified: 21 Mar 2026 03:01
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Author:
Adrian L. Collins
Author:
Tim Sykes
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