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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
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
0197-9337
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).

Record type: Article

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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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

Identifiers

Local EPrints ID: 510193
URI: http://eprints.soton.ac.uk/id/eprint/510193
ISSN: 0197-9337
PURE UUID: 362466c2-1c18-40c0-917f-5d6494b83e3e
ORCID for Beth Mondon: ORCID iD orcid.org/0000-0003-4788-6016
ORCID for David A. Sear: ORCID iD orcid.org/0000-0003-0191-6179
ORCID for Hachem Kassem: ORCID iD orcid.org/0000-0002-5936-6037
ORCID for Peter J. Shaw: ORCID iD orcid.org/0000-0003-0925-5010

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Date deposited: 20 Mar 2026 17:31
Last modified: 21 Mar 2026 03:01

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Contributors

Author: Beth Mondon ORCID iD
Author: David A. Sear ORCID iD
Author: Hachem Kassem ORCID iD
Author: Adrian L. Collins
Author: Peter J. Shaw ORCID iD
Author: Tim Sykes

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