Monitoring of bedload in river beds with an hydrophone: first trials of signal analyses

River engineeringInnovative field and laboratory instrumentatio

Monitoring des activités et détection de chute chez les personnes âgées

National audienceStand formations : Masters électronique, informatique et LPSI

Drag produced by waves trapped at a density interface in non-hydrostatic flow over an axisymmetric hill

Linear non-hydrostatic theory is used to evaluate the drag produced by 3D trapped lee waves forced by an axisymmetric hill at a density interface. These waves occur at atmospheric temperature inversions, for example at the top of the boundary layer, and contribute to low-level drag possibly misrepresented as turbulent form drag in large-scale numerical models. Unlike in 2D waves, the drag has contributions from a continuous range of wavenumbers forced by the topography, because the waves can vary their angle of incidence to match the resonance condition. This leads to non-zero drag for Froude numbers (Fr) both 1, and a drag maximum typically for Fr slightly below 1, with lower magnitude than in hydrostatic conditions due to wave dispersion. These features are in good agreement with laboratory experiments using two axisymmetric obstacles, particularly for the lower obstacle, if the effects of a rigid lid above the upper layer and friction are taken into account. Quantitative agreement is less satisfactory for the higher obstacle, as flow nonlinearity increases. However, even in that case the model still largely outperforms both 3D hydrostatic and 2D non-hydrostatic theories, emphasizing the importance of both 3D and non-hydrostatic effects. The associated wave signatures are dominated by transverse waves for Fr lower than at the drag maximum, a dispersive ‘Kelvin ship wave’ pattern near the maximum, and divergent waves for Fr beyond the maximum. The minimum elevation at the density interface depression existing immediately downstream of the obstacle is significantly correlated with the drag magnitude

Impacts morphologiques des aménagements hydroélectriques à l'échelle du bassin versant

Ce travail s'intéresse aux altérations des systèmes fluviaux et à leur modélisation à une échelle de temps intermédiaire, de l'ordre de quelques décennies, et à l'échelle spatiale de bassins versants étendus et complexes. Une revue de la littérature montre que cette question reste principale chez les géomorphologues. Elle permet de dégager les constantes des différents modèles conceptuels qui ont été développés et en particulier i) la dépendance aux conditions hydrologiques et aux conditions d'alimentation solide, ii) la réaction du système pour s'adapter en cas d'altération de ces conditions, et iii) la propagation de ces perturbations avec une atténuation progressive vers l'aval du bassin versant. Nous avons choisi d'étudier plus particulièrement les perturbations introduites par les aménagements hydroélectriques à l'échelle du bassin versant en développant un modèle conceptuel, basée sur une description volontairement limitée des altérations hydrologiques et d'alimentation solide, et sur la connaissance experte pour la prédiction de l'évolution de la morphologie des rivières alluviales. L'objectif est la détermination des trajectoires d'évolution de variables représentatives de la morphologie de la rivière qui les font évoluer d'un état d'équilibre dynamique à un autre. Nous avons testé ce modèle sur une représentation du bassin versant de l'Isère à l'amont de Grenoble (5818 km2) en intégrant une description du schéma complexe d'aménagements hydroélectriques construits dans la deuxième moitié du XXème siècle. La modélisation donne des résultats cohérents avec les observations du système mais qui sont limitées par les hypothèses fortes d'un équilibre initial du système fluvial et de l'unicité de l'origine des perturbations. En dernière partie, nous ébauché le développement d'un modèle numérique simplifié destiné à prendre en compte la période de transition entre les états d'équilibre dynamique. Ce modèle permet d'évaluer la durée de la période transitoire d'un tronçon de rivière et de valider l'utilisation du concept de débit morphogène qui est fait dans le modèle conceptuel des équilibres dynamiques. Ce modèle permet de simuler la superposition d'altérations mais, dans l'état actuel, il ne permet pas de modéliser la cinétique de la propagation des altérations amont vers l'aval du bassin versant. Mots-clés : morphologie fluviale, bassin versant, régime hydrologique, apports sédimentaires, aménagements hydroélectriques, trajectoires de ajustements, cinétique de évolution du lit.Abstract This work focuses on the geomorphological dynamics of a river system and the modelling of these changes over a medium time scale (the order of a few decades) and a large watersheds spatial scale (the order of 5000 km2). A literature review shows that this subject is one of the main issues in fluvial geomorphology today. It reveals the constants of different conceptual models that have been developed and in particular i) the dependence of geomorphological dynamics on hydrological flow regime and sediment supply conditions, ii) the ability of the system to adapt, in case of alteration in hydrological flow regime and sediment supply, and iii) the spread of these disturbances with the gradual attenuation of the effect of alteration downstream. In particular, we chose to study the effect of disturbances introduced by hydroelectric structures on the river morphology at the watershed scale by developing a conceptual river morphology model. The model outline was based on a, deliberately limited, description of hydrological regime and -sediment supply alterations, and on expert knowledge to predict the morphological evolution in alluvial rivers. The objective of this work was to determine the direction of evolution trajectories of the river morphology, trough representative variables that evolve from one dynamic equilibrium state to another. We tested the model on a representation of the Isère watershed, upstream of Grenoble, France (5818 km2), incorporating a description of the complex pattern of hydropower structures, built during the second half of the XXth century. The modelled changes in river morphology give results that are consistent with the observations. However, the model is limited by two strong assumptions: i) the initial equilibrium of the system and ii) the synchronisation of the disturbances. In the final section, we described the development of a simplified numerical model which aims to take into account the transient period between the dynamic equilibrium states. This model is used to evaluate the duration of the relaxation period for a river reach and validate the use of the channel-forming discharge concept that was used in the conceptual model. The model simulates the overlay of the disturbances, but in the current state it is not capable of modelling the kinetic propagation of the disturbances downstream into the watershed. fluvial morphology, watershed, hydrological flow regime, sediment supply, hydropower structuresSAVOIE-SCD - Bib.électronique (730659901) / SudocGRENOBLE1/INP-Bib.électronique (384210012) / SudocGRENOBLE2/3-Bib.électronique (384219901) / SudocSudocFranceF

Logiciels pour Pôles Santé de Proximité/Infrastructure de collecte d'information : Etudes

National audienceStand laboratoires : LEAT, I3S, Inria, Faculté de Médecin

Mean Velocity Predictions in Vegetated Flows

Vegetation plays an important role in influencing the hydrodynamic behavior, ecological equilibrium and environmental characteristics of water bodies. Several previous models have been developed, to predict hydraulic conditions in vegetated rivers, but only few are actually used in practice. In This paper six analytic model derived for submerged vegetation are compared and evaluate: Klopstra et al. (1997); Stone and Shen (2002); Van velzen (2003); Baptist et al. (2007); Huthoff et al. (2007) and Yang and Choi (2010). The evaluation of the flow formulas is based on the comparison with experimental data from literature using the criteria of deviation. Most descriptors show a good performance for predicting the mean velocity for rigid vegetation. However, the flow formulas proposed by Klopstra et al. (1997) and Huthoff et al. (2007) show the best fit to experimental data. Only for experiments with law density, these models indicate an underestimation. Velocity predicted for flexible vegetation by the six models is less accurate than the prediction in the case of rigid vegetation

Logiciels pour Pôles Santé de Proximité/Infrastructure de collecte d'information : Etudes

National audienceStand laboratoires : LEAT, I3S, Inria, Faculté de Médecin

Methodology to Identify the Leading Factors of Rivers’ Electrical Conductivity. Case Study: Jiu Catchment, Romania.

The river’s conductivity is the capacity of the water to transport electricity and depends on the physical and anthropogenic characteristics of the catchment. This paper aims to investigate the spatial variation of the rivers’ electrical conductivity in order to identify the role of its main predictors, by using multivariate analysis and GIS methods. The study area, Jiu River basin, is located in the SW of Romania. It covers 10,000 km2 and has a high diversity of geographical features, which could explain the variations in conductivity. The paper is based mainly on field measurements on electrical conductivity and turbidity, in 19 sites on Jiu River and some tributaries. The recorded conductivity values ranged from 61 μS/cm to 1201 μS/cm. This wide variation may be caused by several factors, such as turbidity, lithology, soils, as well as land use. The Principal Components Analysis (PCA) highlighted that the chief variables which determine the increase of river conductivity are the geological substrate and the soil textures across the catchments (particularly marls). The results also show a close relationship between the dominantly clayey textures and the high values of conductivity. Additionally, anthropogenic disturbances (reflected by the extent of the agricultural and urbanized areas) are also likely to play a role in the local increase of electrical conductivity

Increasing river flows in the Sahel ?

Despite the drought observed since 1968 in most of the West African Sahel, runoff and rivers discharges have been increasing in the same region. This trend is related with land use change rather than climate change. This paper aims to describe the regional extension of such a phenomenon and to demonstrate that the increase in runoff is observed from the point scale up to the regional scale. It highlights the opposition of functioning between a Sahelian zone, where the Sahel’s paradox applies, and the Sudanian and Guinean areas, where runoff has been logically decreasing with the rainfall. The current trend is evidenced using experimental runoff plots and discharge data from the local to the regional scales

Exploring the role of wave drag in the stable stratified oceanic and atmospheric bottom boundary layer in the cnrs-toulouse (cnrm-game) large stratified water flume

This paper reports on a laboratory experiment in the CNRM-GAME (Toulouse) stratified water flume of a stably stratified boundary layer, in order to quantify the momentum transfer due to orographically induced gravity waves by gently undulating hills in a boundary layer flow. In a stratified fluid, a surface corrugation is towed with different speeds to cover a range of Froude numbers. PIV measurements are used to quantify the flow field which is divided in a mean flow, a wave component and turbulent component. In addition wave drag divergence over the boundary layer is investigated. The experimental results aim to improve formulations for turbulent heat and momentum transfer for use in numerical weather prediction, climate models and ocean model