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The simulation results show that the magnitude of the installation effect in asymmetrically distorted flows varies for the different circumferential positions of the motion sensors.
To numerically evaluate dynamic response of RAP-supported foundations, a series of 3D finite element models of isolated piers and pier groups were developed taking into account the installation effect and nonlinear behavior of both aggregates and the surrounding soil matrix.
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Results show only very slight changes in the mean flow induced by the plate, and no differences in the velocity fluctuation amplitudes on the jet centreline, suggesting that wave-packet models derived for jets without installation effects may be representative of the installed case, at least for the jet plate distances considered here.
These so-called installation effects may affect the accuracy of the flow measurement.
The interpretation of the installation effects is given by analysing the anti-symmetric fluid forces in the measuring tube.
Then 7 installation angles and 9 installation positions are respectively configured to study the performance and sensitivity of UFMs to installation effects.
In the experiments, installation effects that lead to more than 0.5% error in the output of the flowmeter could clearly be detected.
A fully coupled, partitioned, numerical model that accounts for fluid structure interaction is applied for a study of installation effects in a straight-tube Coriolis flowmeter.
From the comparison, it is found that the dynamic embedment with installation effects based on nonlinear soil model have an influence on seabed embedment.
Within performance tests of water, heat, and cooling meters at flow laboratories, a selection of such installation effects are emulated by standardized disturbance generators.
Most current numerical methods predicting pile capacity do not take installation effects into account, as large deformations can lead to mesh distortion and non-converging solutions.
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