1998
DOI: 10.2166/wst.1998.0171
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Calibration of three resuspension/sedimentation models

Abstract: Three resuspension and sedimentation models (Blom, Lick and Partheniades and Krone) are calibrated and evaluated on data from flume experiments with sediments from Lake Ketel and in situ suspended solids measurements. We applied a formal parameter estimation technique in combination with a statistical evaluation of the model fit and parameter estimates. All three models produce a reasonable reconstruction of the data from the flume experiment and the in situ observations. The differences in the model fit of th… Show more

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Cited by 12 publications
(14 citation statements)
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“…The residence time of contaminants in freshwater streams can indeed be strongly affected by deposits in sedimentation zones, as sediments can act as a temporary or long-term sink for pollutants, while resuspension of bed sediments during short flood periods may temporarily increase river pollution. Different mechanistic time-dependent deposition/resuspension models have been proposed in the literature (e.g., Krone 1962;Partheniades 1965;Blom and Aalderink 1998;Sanford and Maa 2001;Ha and Maa 2009;Winterwerp 2006). A ''simultaneous deposition/ erosion'' model assuming no threshold for sedimentation, as recommended by Winterwerp (2006), was selected here: it assumes that deposition of particulate contaminants always occurs and is governed by the settling velocity of particles; the erosion model is based on a threshold called ''critical shear stress of resuspension,'' corresponding to the bed stress at which initiation of erosion occurs, i.e.,…”
Section: Materials and Methods: Modelingmentioning
confidence: 99%
“…The residence time of contaminants in freshwater streams can indeed be strongly affected by deposits in sedimentation zones, as sediments can act as a temporary or long-term sink for pollutants, while resuspension of bed sediments during short flood periods may temporarily increase river pollution. Different mechanistic time-dependent deposition/resuspension models have been proposed in the literature (e.g., Krone 1962;Partheniades 1965;Blom and Aalderink 1998;Sanford and Maa 2001;Ha and Maa 2009;Winterwerp 2006). A ''simultaneous deposition/ erosion'' model assuming no threshold for sedimentation, as recommended by Winterwerp (2006), was selected here: it assumes that deposition of particulate contaminants always occurs and is governed by the settling velocity of particles; the erosion model is based on a threshold called ''critical shear stress of resuspension,'' corresponding to the bed stress at which initiation of erosion occurs, i.e.,…”
Section: Materials and Methods: Modelingmentioning
confidence: 99%
“…Resuspension of sediments, which is predominantly due to wind-wave action inducing orbital movement in the water of shallow lakes (Bengtsson et al, 1990;Blom et al, 1992;Blom and Aalderink, 1998), played a minor role in particle settling because of the trap shape, lake morphometry, and low current velocities (see also Fazi et al, 1995). Wind speeds sufficient to generate currents in excess of the critical shear were rare in lake Acquatina and maximum current velocities (7-8 cm s À2 ), which were very infrequent during the study period due to increased freshwater inputs and fetch, were below the velocity needed to move sediment (410-12 cm s…”
Section: à2mentioning
confidence: 99%
“…The formulation of F BC is from a classical expression of the resuspension flux as a function of the bottom shear stress (Blom and Aalderink, 1998;Ribbe and Holloway, 2001). The critical shear stress τ CR is set to 0.01 N m −2 , corresponding to the limit of resuspension for organic material (Peterson, 1999).…”
Section: Sediment Transportmentioning
confidence: 99%