This dissertation describes first and fundamental studies of sedimentation processes of various fibre-particle suspensions. The settling behaviour of such suspensions is investigated experimentally and by numerical simulations under consideration of different parameters. Thus correlations were seen between academic fibre and fibre-particle suspensions and those obtained from the paper recycling industry, as well as in comparison with calculations. For the simulations the method Stokesian Dynamics has been reformulated. This method was derived with help of the Stokes equations in an exterior domain and the Newton’s laws of motion for the movements of the particles. The Stokes equations are used to approximate detailed hydrodynamic forces between particles without solving the entire velocity and pressure field. Thus, it enables calculations of complete sedimentation processes and the microscopic behaviour of particles under consideration of hydrodynamic interactions and the influence of the gravity of earth. Additionally, during the derivation special interest was paid to the assumptions which have been made and their effects. After the implementation of the method, the movements of special particle configurations were investigated. The results have been compared with observations given in the literature and new experiments. Furthermore known results for some configurations have been extended, especially to take a closer look at the long time behaviour. In case of fibres, which were assumed to be rigid, a new approximation has been introduced. They were modelled as a rigid chain of spheres. Afterwards this modelling was proven to be fairly good by comparing the drag coefficients of simulation results of single and undisturbed fibres with an analytical approach for cylinders or experiments with single chains of spheres. Afterwards, this new modelling idea proved to have sufficient quality for dynamic simulations by comparing not only one single fibre, but also two settling fibres. After these particle and fibre simulations with special configurations the sedimentation and separation behaviour of fibre–particle suspensions in an exterior domain, have been considered under variation of several parameters, like the aspect ratio, the fibre to particle ratio of the solid matter and the density ratio between fibres and particles. The obtained results can be summarized in the following statements, which also correspond partly to results found in experiments and the literature. When the aspect ratio of fibres in the suspension is increased the separation quality does not changed. On the one hand, a longer undisturbed fibre would settle faster than a shorter one, on the other hand, due to particle contacts which usually occur in suspensions, the longer fibres are exposed to much more hindrance than the shorter ones. This results in a slower velocity. However, both effects counteract and no better separation can be observed. Furthermore, fibres which have a higher specific density in comparison to particles are able to separate, but due to the clustering they also draw slow particles with them. But if the fibres are neutrally buoyant the particles draw the fibres with them and are also not able to separate. Further variation of the density ratio to simulate heavier fibres also showed that the higher the density ratio is the shorter is the settling time to achieve certain separation efficiency. It can also be seen that the higher the desired separation efficiency is the longer is the needed separation time. Finally, the higher the fibre to particle ratio is, the more fibres are in the suspension, and thus the more clusters are built during sedimentation and the more particles are enclosed. The result of all of these effects is a longer separation time. The second part deals with fundamental and experimental investigations of defined fibre and fibre-particle suspensions with h