-
Notifications
You must be signed in to change notification settings - Fork 9
Commit
This commit does not belong to any branch on this repository, and may belong to a fork outside of the repository.
Add detailed description of pressure dependency
- Loading branch information
1 parent
a074cee
commit ae91386
Showing
3 changed files
with
184 additions
and
18 deletions.
There are no files selected for viewing
This file contains bidirectional Unicode text that may be interpreted or compiled differently than what appears below. To review, open the file in an editor that reveals hidden Unicode characters.
Learn more about bidirectional Unicode characters
Original file line number | Diff line number | Diff line change |
---|---|---|
@@ -0,0 +1,155 @@ | ||
(adjustment_section)= | ||
# Adjusting with Depth and Pressure | ||
|
||
The dry_rock model can be adjusted according to depth and pressure: | ||
|
||
```yaml | ||
dry_rock: | ||
model: | ||
# model type is one of: | ||
# * "polyfit" | ||
# * "friable_sand" | ||
# * "patchy_cement" | ||
type: "polyfit" | ||
porosity: | ||
# porosity of dry rock gotten from column in csv file | ||
column: "porosity" | ||
# Default polyfit coefficients is used which is: | ||
# density: [[0.0, 0.0], [1.0, -1.0]] | ||
# bulk_modulus: [[2900.0, -1300.0]] | ||
# shear_modulus: [[1700.0, -800.0]] | ||
# In dry_rock, effective reference pressure is used: | ||
# pressure = min(max_pressure, overburden_pressure - reference_pressure) | ||
adjustments: | ||
- type: "pressure_dependency" | ||
# In pressure dependency effective rock pressure is used: | ||
# pressure = min(max_pressure, overburden_pressure - rock_pressure) | ||
# With the exception of the powerfit model which uses rock pore pressure: | ||
# pressure = rock_pressure | ||
model: | ||
# model type is one of: | ||
# * "polyfit" | ||
# * "expfit" | ||
# * "logfit" | ||
# * "powerfit" | ||
# * "patchy_cement" | ||
# * "friable_sand" | ||
type: "powerfit" | ||
coefficients: | ||
# adjusted_bulk_modulus = original_bulk_modulus + | ||
# 20.0 * delta_pressure^-40.0 | ||
bulk_modulus: [20.0E+9, -46.0] | ||
# adjusted_shear_modulus = original_shear_modulus + | ||
# 12.0 * delta_pressure^-20.0 | ||
vp_over_vs: [12.0, -26.0] | ||
# adjusted_density = original_density | ||
density: [1.0, 0.0] | ||
- type: "depth_trend" | ||
depth: | ||
column: "depth" | ||
reference_depth: 0.0 | ||
max_depth: 4000.0 | ||
# delta_depth = min(depth - reference_depth, max_depth) | ||
# coefficients in a 2d polynomial which | ||
# adjusts dry rock properties to depth | ||
coefficients: | ||
# adjusted_bulk_modulus = c[i][j] * delta_depth^i * original_bulk_modulus^j | ||
bulk_modulus: [[0.0, 1.5], [1.0, 0.0]] | ||
# adjusted_shear_modulus = c[i][j] * delta_depth^i * original_shear_modulus^j | ||
shear_modulus: [[0.0, 1.2], [1.0, 0.0]] | ||
# adjusted_density = c[i][j] * delta_depth^i * original_density^j | ||
density: [[0.0, 1.35], [1.0, 0.0]] | ||
``` | ||
In the above example, the dry_rock material changes both with depth and pressure according to | ||
the "depth_trend" and "pressure_dependency" adjustment. Depth trend simply adjusts the material | ||
according to a two dimensional polynomial (see the above example for details). | ||
## Pressure Dependency | ||
The models for pressure dependency is one of "polyfit", "expfit", "logfit", | ||
"powerfit", "patchy_cement", and "friable_sand". These are used to calculate | ||
three factors: `f_density`, `f_1` and `f_2`. | ||
|
||
First the dry rock properties are calculated. Then the pressure depenency at | ||
reference pressure and at effective pressure is calculated and the final | ||
adjust dry rock properties are as follows, except for "powerfit" which we will | ||
discuss last: | ||
|
||
``` | ||
adjusted_density = density * (fd(effective_pressure) / fd(reference_pressure)) | ||
adjusted_bulk_modulus = bulk_modulus * (f1(effective_pressure) / f1(reference_pressure)) | ||
adjusted_shear_modulus = shear_modulus * (f2(effective_pressure) / f2(reference_pressure)) | ||
``` | ||
|
||
If velocity coefficients are given to the model then the above calculation is carried | ||
out with `primary_velocity` and `secondary_velocity` instead of `bulk_modulus` and `shear_modulus`. Except | ||
for the `friable_sand` and `patch_cement` models which always use moduli. | ||
|
||
The models "polyfit", "friable_sand", and "patch_cement" are the same models used | ||
in the [`dry_rock` section](dry_rock). The factors calculated from these models | ||
are the `density`, `bulk_modulus` and `shear_modulus` for the corresponding dry_rock model, ie. | ||
|
||
``` | ||
f_d=density | ||
f_1=bulk_modulus | ||
f_2=shear_modulus | ||
``` | ||
Given that you have the following coefficient section: | ||
```yaml | ||
coefficients: | ||
bulk_modulus: [cb1, cb2, cb3] | ||
vp_over_vs: [cv1, cv2, cv3] | ||
density: [cd1, cd2, cd3] | ||
``` | ||
|
||
The "expfit" model is: | ||
|
||
``` | ||
f_d = cd1 + cd2*e^(pressure/cd3) | ||
f_1 = cb1 + cb2*e^(pressure/cb3) | ||
f_2 = cv1 + cv2*e^(pressure/cv3) | ||
``` | ||
|
||
The "logfit" model is: | ||
|
||
``` | ||
f_d = cd1 + cd2*log_10(pressure) | ||
f_1 = cb1 + cb2*log_10(pressure) | ||
f_2 = cv1 + cv2*log_10(pressure) | ||
``` | ||
|
||
Finally, `powerfit` calculates adjusted `dry_rock` in a quite different way from the other | ||
models. It uses `vp_over_vs` coefficients: | ||
|
||
``` | ||
coefficients: | ||
bulk_modulus: [cb1, cb2] | ||
vp_over_vs: [cv1, cv2] | ||
density: [cd1, cd2] | ||
``` | ||
|
||
Which is used to calculate the following factors: | ||
|
||
``` | ||
fd = cd1 + pressure ^ cd2 | ||
f1 = cb1 + pressure ^ fb2 | ||
f2 = cv1 + pressure ^ fv2 | ||
``` | ||
|
||
Then an adjusted vp_over_vs is calculated: | ||
|
||
``` | ||
adjusted_vp_over_vs = vp_over_vs + f2(effective) - f2(ref) | ||
``` | ||
|
||
And the final adjusted values are calculated from that: | ||
|
||
``` | ||
adjusted_density = density + fd | ||
adjusted_bulk_modulus = bulk_modulus + f1(eff) - f(reff) | ||
adjusted_shear_modulus = bulk_modulus / ((vp_over_vs + f2(effective) - f2(ref))^2 - 4/3) | ||
``` |
This file contains bidirectional Unicode text that may be interpreted or compiled differently than what appears below. To review, open the file in an editor that reveals hidden Unicode characters.
Learn more about bidirectional Unicode characters
Original file line number | Diff line number | Diff line change |
---|---|---|
@@ -0,0 +1,6 @@ | ||
|
||
.. toctree:: | ||
:maxdepth: 1 | ||
|
||
getting_started_with_the_config_file_format | ||
adjusting_with_depth_and_pressure |
This file contains bidirectional Unicode text that may be interpreted or compiled differently than what appears below. To review, open the file in an editor that reveals hidden Unicode characters.
Learn more about bidirectional Unicode characters