Abstract

Flood hazards (flow depth and velocity) must be accurately assessed in high-risk areas during extreme flood events. However, the prediction of the very high flows is not an easy task due to the lack of field data and to the strong link between flow resistance and the land occupation of the floodplain. Confinement and inhomogeneity in lateral and longitudinal directions of hydraulic roughness strongly vary with return period T . The physical processes are complex, some still largely unexplored, and the assumptions linked to numerical modelling cannot be validated without field data. The FlowRes project (2015-2018), funded by the French National Research Agency (ANR), aims at improving the flood hazard assessment in floodplains in: 1) investigating in laboratory the hydrodynamic structure associated with extreme flood flows for various land occupations and flow discharge magnitudes; 2) assessing if the existing numerical modelling practices used for T ~ 100 years are still valid for extreme events with T > 1000 years, relying on the experimental data and on one field case. This paper reports some results obtained during the first year of the project.

Highlights

  • The project focuses on the flow resistance caused by three types of hydraulic roughness elements commonly encountered on floodplains: meadows, trees and houses

  • The roughness elements shape must allow a comparative study of urban-like canopies formed by cubic roughness elements and plant-like canopies formed by elongated roughness elements

  • The results show that, in the upstream reach (x

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Summary

Introduction

Both the specific physical processes related to the very high flows and their numerical modeling are handled. Events with a return period T~100, 1000 and 10000-year are simulated with both classical and improved methods, and the discrepancies will be calculated This project will permit to quantify uncertainties on water levels and velocities computed for extreme events. The present paper focuses on the work carried out during the first year of the project (2015), mostly measurements in laboratory flumes and preliminary numerical results

Laboratory experiments
Experimental set-up
Longitudinal transition in hydraulic roughness
Flow depth and discharge in the floodplain
Experiments at LNEC
Experiments at IMFT
Hydraulic roughness of interspersed families of roughness elements
Expected results
Assessment and improvement of the modelling practices
Numerical simulations against experimental data
Numerical simulations of flood events at Besançon
Full Text
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