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Experiments and simulations for the study of submerged aquatic canopies consisting of long flexible blades

Subject Area Fluid Mechanics
Hydrogeology, Hydrology, Limnology, Urban Water Management, Water Chemistry, Integrated Water Resources Management
Term from 2016 to 2021
Project identifier Deutsche Forschungsgemeinschaft (DFG) - Project number 316798177
 
Final Report Year 2022

Final Report Abstract

Vegetation layers in water bodies are essential components of ecological systems. Their fluid mechanical properties are extremely complex, as the individual structural elements, i.e. the plants, are usually deformable and interact with the flow. Furthermore, there are collective effects, resulting in a multi-scale system of different interacting phenomena. So far, almost exclusively rigid elements have been studied in the literature. Before the project started, only a handful of works on moving elements existed, and in these the number of elements was small and the modelling of the solids highly simplified. The present project was the first worldwide to experimentally and numerically model a vegetation layer with very long, very flexible structures characterised by a high Cauchy number. The aim was to obtain fundamental information about such vegetation layers and in particular about the inter- actions between the flexible structures and the flow passing through and over this arrangement. This goal was pursued in a joint German-French process involving three teams. In the project part at TU Dresden, first numerical methods were developed able to cope with the very demanding physical situation. This includes a new fluid-structure coupling algorithm, as well as an improved method of representing collisions between the structures. These methods have been extensively validated and then used to simulate configurations of varying complexity. They ranged from singular structures, to configurations with a single row of structures, layers consisting of elements of medium Cauchy number, to a configuration with very high Cauchy number featuring side walls, which had been built exactly like this in the Lyon flume. First, statistics of the flow and the structural movement were determined. These results are new and interesting. For example, the secondary flow effects in the area of the vegetation layer were were found to be clearly weaker than near the free surface. Furthermore, frequency spectra of the structural movement were de- termined. They prove that in the investigated situation no so-called monami occurs, a wave-like collective movement of the structures, an observation consistent with the experimental measure- ments. The large amounts of data provide extensive material beyond the project for further inves- tigation, which is currently underway. The numerical method has proven to be extremely robust and successful. It is now available for similar questions in the biological as well as in the technical field.

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