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The procedures are exemplified for the transport of atrazine and its main metabolite deethylatrazine in a small agricultural catchment in France.
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This procedure is exemplified in the estimation of the specific strength of a cement-treated soil.
The procedure is exemplified by considering torsional stiffness as a constraint.
The procedure is exemplified on a plain weave glass composite and is validated by comparing to experimental data.
The procedure is exemplified using modeled natural CO2 content variability and the predicted CO2 signal from a simulated leak.
The procedure is exemplified by a 5 MW gearbox designed for a pitch controlled, bottom-fixed offshore wind turbine.
The procedure is exemplified for a straight Poiseuille flow where δkT is given in a closed analytical form in equilibrium and relaxation parameter spaces.
The procedure is exemplified for two generic systems of fluid structure interaction, namely a rectangular plate coupled to a cuboid cavity and a hollow cylinder with the fluid in its enclosed cavity.
The procedure is exemplified using a hypothetical site presented linked to the H2020 project LIFES50+ site A. The considered system is a concrete semi-submersible on which a 10 MW turbine is mounted.
The procedure is exemplified for the β subunits within the α3β3 subcomplex of F1-ATPase, as shown in Figure 52, and its results are shown in Figure 15.
The procedure is exemplified here on the α3β3 subcomplex of F1-ATPase, as illustrated in Figure 51 (the cone angle was fixed at 10°).
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com