Search results for: Jan Turek

Authors: Julien Deborde, Thomas Milcent, Stéphane Glockner, Pierre Lubin

Abstract:

A fully Eulerian method is developed to solve the problem of fluid-elastic structure interactions based on a 1-fluid method. The interface between the fluid and the elastic structure is captured by a level set function, advected by the fluid velocity and solved with a WENO 5 scheme. The elastic deformations are computed in an Eulerian framework thanks to the backward characteristics. We use the Neo Hookean or Mooney Rivlin hyperelastic models and the elastic forces are incorporated as a source term in the incompressible Navier-Stokes equations. The velocity/pressure coupling is solved with a pressure-correction method and the equations are discretized by finite volume schemes on a Cartesian grid. The main difficulty resides in that large deformations in the fluid cause numerical instabilities. In order to avoid these problems, we use a re-initialization process for the level set and linear extrapolation of the backward characteristics. First, we verify and validate our approach on several test cases, including the benchmark of FSI proposed by Turek. Next, we apply this method to study the wave damping phenomenon which is a mean to reduce the waves impact on the coastline. So far, to our knowledge, only simulations with rigid or one dimensional elastic structure has been studied in the literature. We propose to place elastic structures on the seabed and we present results where 50 % of waves energy is absorbed.

Keywords: damping wave, Eulerian formulation, finite volume, fluid structure interaction, hyperelastic material

Procedia PDF Downloads 292

Authors: Ning Zhang, Kateřina Grabicová, Pavel Horký, Zuzana Linhartová, Jan Turek, Martin Pšenička, Linan Gao, Roman Grabic, Tomáš Randák

Abstract:

Sewage treatment plant (STP) effluent is a significant source of pharmaceuticals and personal care products (PPCPs) in the aquatic environment. Exposure laboratory studies have a limited reporting capacity to capture the complex effect of actual pollution on exposed organisms in the aquatic environment. This study aimed to study the impact of contamination originating from the STP's effluent on early life stages development and sex determination of brown trout (Salmo trutta m. fario) – a native coldwater species with a long period of embryo-larval development – by using special floating egg incubators usually used to support native fish species within fisheries management. Brown trout eggs were placed upstream (the control group) and downstream (the exposure group) of the STP Prachatice situated on the Zivny stream. Up to 72 PPCPs were detected in at least one water sample with higher concentration downstream than upstream. Compared with the control group, the mortality of brown trout in the exposure group was significantly higher; after statistical correction of temperature, the size, growth rate, and metabolic rate of brown trout in the exposure group were significantly lower than those in the control group. After several months of natural growth in the stream, the male-to-female ratio of randomly caught brown trout in the exposure group was 1: 1.9, showing the imbalance of sex ratio. These results suggest that STP effluents can negatively affect the early growth and development of fish in watersheds, and these negative effects may further affect the population density of aquatic organisms and the balance of the whole aquatic ecosystem. The use of floating egg incubators proved to be a promising approach for studying the effect of pollution on the early developmental stages of fish in natural conditions.

Keywords: fish egg incubator, PPCPs, real exposure scenario, STP

Procedia PDF Downloads 29

Authors: Amaia Martinez Martinez, Martin Turek, Carlos Ventura, Jay Drew

Abstract:

This study aims to assess the seismic performance of arch and dome structural systems made from easy to assemble precast blocks of recycled concrete. These systems have been developed by Lock Block Ltd. Company from Vancouver, Canada, as an extension of their currently used retaining wall system. The characterization of the seismic behavior of these structures is performed by a combination of experimental static and dynamic testing, and analytical modeling. For the experimental testing, several tilt tests, as well as a program of shake table testing were undertaken using small scale arch models. A suite of earthquakes with different characteristics from important past events are chosen and scaled properly for the dynamic testing. Shake table testing applying the ground motions in just one direction (in the weak direction of the arch) and in the three directions were conducted and compared. The models were tested with increasing intensity until collapse occurred; which determines the failure level for each earthquake. Since the failure intensity varied with type of earthquake, a sensitivity analysis of the different parameters was performed, being impulses the dominant factor. For all cases, the arches exhibited the typical four-hinge failure mechanism, which was also shown in the analytical model. Experimental testing was also performed reinforcing the arches using a steel band over the structures anchored at both ends of the arch. The models were tested with different pretension levels. The bands were instrumented with strain gauges to measure the force produced by the shaking. These forces were used to develop engineering guidelines for the design of the reinforcement needed for these systems. In addition, an analytical discrete element model was created using 3DEC software. The blocks were designed as rigid blocks, assigning all the properties to the joints including also the contribution of the interlocking shear key between blocks. The model is calibrated to the experimental static tests and validated with the obtained results from the dynamic tests. Then the model can be used to scale up the results to the full scale structure and expanding it to different configurations and boundary conditions.

Keywords: arch, discrete element model, seismic assessment, shake-table testing

Procedia PDF Downloads 185