Reservoir Geo-mechanics: Biot’s Coefficient
1. How important is the concept of Biot’s coefficient (involved in Biot’s effective stress relationship which assumes that total isotropic confining stress remains equal to the sum of effective stress and the pore fluid pressure multiplied by Biot’s coefficient) towards characterizing a petroleum reservoir?
Feasible to determine Biot’s coefficient for a low-porous and low-permeable reservoir @ laboratory-scale considering the time required to reach equilibrium of reservoir pore fluid pressure? 2. Feasible to validate the following two basic aspects @ field-scale associated with a petroleum reservoir, when reservoir pressure remains to be lesser than bubble point pressure?
(a) Biot’s coefficient cannot be greater than unity, if the reservoir is assumed to be an elastic isotropic material; and
(b) Biot’s effective stress getting reduced to Terzhagi’s effective stress upon Biot’s coefficient reaching unity.
3. How do we know whether the exploitation of oil and gas at a particular basin has "significantly" contributed to perturbations in the geosphere in terms of changes to the total stresses, pore pressures and the thermal regime?
Along with in-situ seismic wave velocity measurements, whether the existing coupled effect of thermo-hydro-mechanical-chemical phenomena would be able to provide the required responses of water/oil/gas saturated reservoir rock masses (which essentially depends on how exactly the external stresses remain partitioned between solid-grain network and the reservoir pore fluids)?
4. Although Biot’s theory of poro-elasticity can be expressed as functions of strains, elastic properties, and fluid pressure or increment of fluid volume per unit volume of porous reservoir rock using linear elastic state partitioning; when exactly a petroleum reservoir requires the partitioning between solid-grain network and pore fluids to remain to be defined by a non-linear elastic state under transient conditions (and not under equilibrium conditions)?
5. To what extent, the concept of Biot coefficient (a scalar multiplier for the pore pressure term in the stress-strain-fluid pressure relationship) remains to be useful in characterizing conventional hydrocarbon reservoirs?
How easy would it remain to measure effective stress coefficient (the pore pressure factor associated with the stress regimes that falls outside Biot’s linear poro-elasticity) below and above bubble point pressure?
Whether the same simplified concept (linear poro-elasticity) could be extended to unconventional reservoirs as well?
6. Bulk compressibility being a function of pore-shape, fracture aspect ratio and fracture density, how easy would it remain to determine Biot’s coefficient of a fractured reservoir?
Whether Biot’s coefficient would remain to be varying as a function of
(a) stress path; and
(b) fracture orientation (with reference to their bedding planes)?