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The analysis is carried out using a 3D numerical model built using one-dimensional finite elements using ADINA software code.
The good agreement between numerical results and experimental observations verified the constitutive model, process parameters and numerical model built in this work.
Furthermore, a numerical model built in the general-purpose code ABAQUS is presented and verified against test results regarding initial stiffness, resistance and failure mode.
The numerical model, built using the open-source package OpenFOAM, is validated through experimental measurements done on a small scale heat pipe industrial exchanger.
Simulations were carried out via a three-dimensional numerical model built in the computational fluid dynamics code CFX 5.7.1, which has been validated in previous papers against experimental overpressure histories data demonstrating reasonable performance.
Case 1 is an example design data from application well test software; case 2 is a field data from offshore Nigeria, while case 3 is a synthetic data generated from numerical model built with commercial simulator.
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The numerical model builds on earlier work as it is fully two-dimensional and employs the first order forcing on mountain evolution.
The dissertation starts with the problem statement, which briefly demonstrates the background of the problem and introduces the numerical models built from the physical world.
Using the numerical modelling method, the numerical model was built based on the occurrence conditions of coal seams.
A numerical model was built considering the field geological conditions.
A fine numerical model was built in ANSYS and validated by the test data.
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