Exact(2)
The aquifer is assumed to be horizontal, and there is no mixing, diffusion or dissolution between the injected gas and formation water.
The model we adopted contains some approximations: the flow within the aquifers is assumed to be horizontal, whereas leakage is assumed vertical.
Similar(57)
Flow in the confined aquifer is assumed to be Darcian and horizontal, whereas flow in the aquitard is assumed to be non-Darcian and vertical.
The infinite lateral boundary of the foundation strata on the left is curtailed at a distance 'L', and resulting boundary is assumed to be restrained in horizontal direction. .
The infinite lateral boundary of the foundation strata on the left is curtailed at a distance 'L', and resulting boundary is assumed to be restrained in horizontal direction.
The position of the surface was assumed to be at the horizontal plane z = 0.
Planes of transverse isotropy are assumed to be parallel to the horizontal surface.
Planes of cross-anisotropy are assumed to be parallel to the horizontal ground surface.
The internal slope of the rubble mound is assumed to be a series of horizontal steps.
The intermediate stress σ2 axis is assumed to be oriented in the horizontal orientation.
The planes of transverse isotropy are assumed to be parallel to the horizontal surface of the layered system.
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