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The model is updated using recent plant data before the economic optimization is performed.
The prior distribution is updated using experimental results via Bayesian inference.
Subsequently, the global model is updated using the sensitivity-based optimization technique.
After measurements on encountered defects are taken, the defect size distribution is updated using the proposed procedure.
Once the velocity value and interfacial configurations are obtained, surfactant concentration is updated using the transport equation.
The pressure field is updated using a modified version of the SIMPLER algorithm to satisfy the equation of continuity.
3) The roads layer is updated using Latin America and Caribbean Roads data compiled by Centro Internacional de Agricultura Tropical (CIAT).
Then, optimization results are provided to users to support decision-making and the pattern library is updated using the relevant information obtained in this process.
The algorithm uses a constrained Delaunay triangulation to produce a mesh which is updated using a specially devised sequence of operations.
The model is updated using the identified modal properties by the SOF approach with varying the weighting factors and the proposed MOF approach.
The volume of each of the subvolumes is updated using the local velocities at the interface of every two neighboring subvolumes.
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