Abstract

In this study, one flow field was considered for the hydrate bulk, and one-dimensional mass transfer mathematical models, which were included three phases, were built for the heated-water dissociation interface of a natural gas hydrate in porous media, with the aid of the Darcy seepage principle. Numerical solutions for these models were presented, by using the numerical difference method and the linearization method, in conjunction with an iterative scheme. An example model application was presented to carry on researching the sensitive parameters into the hydrate reservoir; and the variation laws were fitted for permeability, saturation and pressure during the dissociation process in the hydrate reservoir. The hydrate permeability was reduced to the hydrate zone value of 12.5×10−9m2 with increasing distance; however, with increasing time, the hydrate permeability increased to that of porous media (55×10−9m2). The hydrate saturation increased to the initial value of 45% with increasing distance, but gradually decreased over time. The water saturation decreased to that of irreducible water (17%) with increasing distance, but increased over time. The hydrate pressure increased with increasing distance, but was slightly lower than the initial value of 3.0MPa for the boundary effect. The hydrate pressure decreased with increasing time, with a reduction from 24.14% to 21.82%.

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