4.6 Article

Silting in the Grand Canal in the Domain of Chantilly (Oise, France)-Catchment-Scale Hydrogeomorphological Reconnaissance and Local-Scale Hydro-Sedimentary Transport Modelling

Journal

WATER
Volume 13, Issue 14, Pages -

Publisher

MDPI
DOI: 10.3390/w13141989

Keywords

sediment; catchment; HEC-RAS; canal; Chantilly

Funding

  1. Interreg North West Europe SURICATES project
  2. University of Lille (UL)

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The canal of Chantilly in France is experiencing sediment accumulation leading to algae proliferation, negatively impacting visitor experience. The study used HEC-RAS software to model sediment accumulation and highlighted areas of high susceptibility.
The domain of Chantilly (Oise, France) includes a castle and a garden, both dating from the eighteenth century, which are seen as important legacies of France's history. Nowadays, the 2.5 km canal that runs through the domain is subject to the phenomenon of silting, leading to the accumulation of sediments within the canal linked to the proliferation of algae, which has a dissuasive effect among visitors. HEC-RAS software (Hydrologic Engineering Centers River Analysis System, US army corps of Engineers, Washington, D.C., USA) was used to model and understand sediment accumulation within the canal. This model is widely used in the literature tackling sediment transport and accumulation, and allows the forecasting of which stretches of the canal are most susceptible to sediment accumulation. The simulation results highlight an accumulation of sediment near the entrance of the Nonette stream into the canal and a propagation through the canal. The total accumulated volume assessed by the model between 2001 and 2010 equals 3901 m(3), when the reconnaissance of the catchment showed the sediment was not a limiting factor. However, the volumes determined are underestimated, as matter brought by vegetation or other systems different from the river (e.g., wind, rainfall) is not considered in the calculation. The quantity of sediment is also subject to uncertainties, as the bathymetry of the canal is not available.

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