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A model of sand transport in Treporti channel: northern Venice lagoon

A model of sand transport in Treporti channel: northern Venice lagoon
A model of sand transport in Treporti channel: northern Venice lagoon
The origin of the sands in the Venice lagoon has been the subject of an extensive field survey in parallel with numerical modelling. Four transects along Treporti and Burano canals were conducted from which 33 bottom sediment samples were collected. These samples were analysed for grain size and sorting to examine any trends in the granulometry of these sediments that might shed light on transport paths. The modelling study consists of three parts: the sediment transport model sedtrans96 was used with a finite-element hydrodynamic model (Shyfem) and an empirical wave model (US Army Corps of Engineering) to simulate sand transport in the Treporti canal. A type of link box model was created where finite elements of the hydrodynamic model have been combined to macro-boxes on which the water and sediment flux over the sections, and a mass balance has been computed. Several grain size classes were simulated; the distributions before and after the simulation were examined. Idealised wind and tidal values were initially used to force 12 h simulations to test the sediment transport sensitivity. Finally, a full-year simulation (1987) has been carried out using measured tidal and wind data. Only a part of Venice lagoon was covered by the simulation: a major channel (Treporti) running from Lido inlet towards the northern lagoon. The total sand transport through all of the sections was computed for 1 year. Sediment mass balance was determined, and the resulting trends of erosion and deposition were computed. There were no trends in the median grain diameter and sorting of bottom samples from the Treporti canal; all sands were fine (120 ?m, one outlier of 300 ?m was removed). The absence of a trend in grain size suggests that there is no significant import of sand to the lagoon through the Lido inlet. The results from the simulations seem therefore to confirm the hypothesis of reworking of sand within the lagoon. The computed erosion is some centimeters per year diagnostic of channel scouring and enlargement with time. The Treporti canal is subject to strong current velocities of around 1 m/s, which hold fine sand in suspension and thus prevent sedimentation.
Venice lagoon, Sedtrans96, Sediment transport modelling, finite elements
1616-7341
339-351
Umgiesser, G.
715016aa-c166-4598-89fc-cf2af5a85c78
Pascalis, F.D.
7dae1959-2918-4e70-9910-d65814d21dde
Ferrarin, C.
16e6bef0-d781-4f43-915e-ddd65917a34e
Amos, C.
d0a18a13-bccd-4fdc-8901-aea595d4ed5c
Umgiesser, G.
715016aa-c166-4598-89fc-cf2af5a85c78
Pascalis, F.D.
7dae1959-2918-4e70-9910-d65814d21dde
Ferrarin, C.
16e6bef0-d781-4f43-915e-ddd65917a34e
Amos, C.
d0a18a13-bccd-4fdc-8901-aea595d4ed5c

Umgiesser, G., Pascalis, F.D., Ferrarin, C. and Amos, C. (2006) A model of sand transport in Treporti channel: northern Venice lagoon. Ocean Dynamics, 56 (3-4), 339-351. (doi:10.1007/s10236-006-0076-z).

Record type: Article

Abstract

The origin of the sands in the Venice lagoon has been the subject of an extensive field survey in parallel with numerical modelling. Four transects along Treporti and Burano canals were conducted from which 33 bottom sediment samples were collected. These samples were analysed for grain size and sorting to examine any trends in the granulometry of these sediments that might shed light on transport paths. The modelling study consists of three parts: the sediment transport model sedtrans96 was used with a finite-element hydrodynamic model (Shyfem) and an empirical wave model (US Army Corps of Engineering) to simulate sand transport in the Treporti canal. A type of link box model was created where finite elements of the hydrodynamic model have been combined to macro-boxes on which the water and sediment flux over the sections, and a mass balance has been computed. Several grain size classes were simulated; the distributions before and after the simulation were examined. Idealised wind and tidal values were initially used to force 12 h simulations to test the sediment transport sensitivity. Finally, a full-year simulation (1987) has been carried out using measured tidal and wind data. Only a part of Venice lagoon was covered by the simulation: a major channel (Treporti) running from Lido inlet towards the northern lagoon. The total sand transport through all of the sections was computed for 1 year. Sediment mass balance was determined, and the resulting trends of erosion and deposition were computed. There were no trends in the median grain diameter and sorting of bottom samples from the Treporti canal; all sands were fine (120 ?m, one outlier of 300 ?m was removed). The absence of a trend in grain size suggests that there is no significant import of sand to the lagoon through the Lido inlet. The results from the simulations seem therefore to confirm the hypothesis of reworking of sand within the lagoon. The computed erosion is some centimeters per year diagnostic of channel scouring and enlargement with time. The Treporti canal is subject to strong current velocities of around 1 m/s, which hold fine sand in suspension and thus prevent sedimentation.

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More information

Published date: 2006
Keywords: Venice lagoon, Sedtrans96, Sediment transport modelling, finite elements

Identifiers

Local EPrints ID: 41181
URI: http://eprints.soton.ac.uk/id/eprint/41181
ISSN: 1616-7341
PURE UUID: d4fcd6ff-0cad-4b56-9318-b80e285217cd

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Date deposited: 26 Jul 2006
Last modified: 15 Mar 2024 08:25

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Contributors

Author: G. Umgiesser
Author: F.D. Pascalis
Author: C. Ferrarin
Author: C. Amos

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