Conventional single-well testing is based on long-term monitoring of downhole pressure response to the step change in flow rate (usually shut-in or close-in).
The primary hard data deliverables are:
The conditional deliverables from build-up survey would be:
Deliverables | Description | Non-BUS Input Parameters | Key Uncertainties | |||
---|---|---|---|---|---|---|
where is total compressibility:
and are rock, oil and water compressibility. | Drainable oil reserves | The rock compressibility is defined from core lab study or empirical porosity correlations Fluid compressibility from PVT Initial water saturation from SCAL |
Initial water saturation | |||
where is pressure diffusivity:
where is reservoir porosity, is fluid mobility:
is absolute permeability to air, are relative permeabilities to water and oil, are water and oil viscosities | Drainage area | Formation porosity Absolute permeability to air from core study
Fluid viscosities from PVT | Absolute permeability to air | |||
| Effective reservoir thickness | Absolute permeability to air from core study
Fluid viscosities from PVT | Absolute permeability to air
|
As one can see, the drainage area and the reservoir thickness are conditioned by core data which may not be representative of the whole drainage area.
The single-well self-pulse test is based on long-term monitoring of downhole pressure response to the periodic rate step change (usually shut-in or close-in).
If flowrate
The primary hard data deliverables are:
The SPT is correlating pressure variation with pre-designed flowrate variation sequence and tracks:
and
This allows estimating effective formation thickness directly from field survey without assumptions on core-based permeability (compare with ) and consequently leads to assessing the drainange area , fluid mobility and absolute permeability with lesser uncertainties than in BUS:
Deliverables | Description | Non-BUS Input Parameters | Key Uncertainties | |
---|---|---|---|---|
| Effective reservoir thickness | Formation porosity Rock compressibility Initial water saturation Fluid compressibility | Rock compressibility | |
| Drainage area | Rock compressibility Initial water saturation Fluid compressibility | Rock compressibility | |
| Fluid mobility | Rock compressibility Initial water saturation | Rock compressibility Initial water saturation | |
| Absolute permeability | Rock compressibility Initial water saturation Relative permeabilities Fluid viscosities | Rock compressibility Initial water saturation Relative permeabilities |
The absoluite permeability from SPT is usually stacked up against core-based permeability to validate the core samples and assess the effects of macroscopic features which are overlooked at core-plug size level.
Running SPT in two different cycling frequences allows assessing the near and far resevroir zones spearately.
The usual SPT workflow includes several cycling tests with different frequencies, the lower the frequency the longer the scanning range.
This captures variation of permeability and thickness when moving away from well location.
Together with deconvolution, the SPT is reproducing conventional PTA information and providing additional data on pressure diuffusivity.
This maybe used as estimation of permeability and thickness separately and their variation away from well location.