rockphypy.Emp
¶
Module Contents¶
Classes¶
Empirical relations that widely applied |
- class rockphypy.Emp.Empirical[source]¶
Empirical relations that widely applied
- static krief(phi, Kg, Gg)[source]¶
Compute porous background elastic constants as a function of porosity according to Krief model.
- static esti_VS(Vp, vsh)[source]¶
Estimate, using the Greenberg-Castagna empirical relations, the shearwave velocity in a brine-saturated shaly sandstone with vp since we only assume two minearl phases: so L=2, X1= 1-vsh, X2= vsh
- static han(phi, C)[source]¶
Han (1986) found empirical regressions relating ultrasonic (laboratory) velocities to porosity and clay content.effective pressure is 20Mpa
- static ehrenberg(Z)[source]¶
porosity reference trend for Norwegian Sea sandstone. Note that the functional form of the porosity model is not published in Ehrenberg (1990). It is obtained by linear regression of the digitized data point from the original plot in the paper.
- Parameters:
Z (float or array) – burial depth below see floor in Km
References
Ehrenberg, S., 1990, Relationship between diagenesis and reservoir quality in sandstones of the Garn Formation, Haltenbanken, mid-Norwegian continental shelf: AAPG bulletin, 74, no. 10, 1538
- Returns:
float or array – porosity
- static yu_segment_trend(Z)[source]¶
Reference trend for Norwegian sea normally buried clean sandstones
- Parameters:
Z (float or array) – burial depth below see floor in m
- Returns:
float or array – P wave velocities
- static ramm_porosity(Z, HB=True)[source]¶
porosity reference trend according to Ramm & Bjørlykke (1994)
- static ramm_porosity_segment(Z)[source]¶
segment porosity reference trend according to Ramm & Bjørlykke (1994) considering the mechanical and chemical compaction
- Parameters:
Z (float or array) – burial depth wrt. sea floor in m
- Returns:
float or array – porosity
- static empirical_StPeter(Pe, sample=1)[source]¶
compute the Vp and Vs for st peter sandstone using the empirical relationship in the form of V= A+KPe-Be^(-DPe)
- static Scherbaum(Z)[source]¶
velocity depth trend for Lower and Middle Buntsandstein
- Parameters:
Z (float or array) – burial depth wrt. sea floor in m
References
Scherbaum, F., 1982. Seismic velocities in sedimentary rocks—indicators of subsidence and uplift?. Geologische Rundschau, 71(2), pp.519-536.
- Returns:
float or array – P wave velocities in m/s
- static Sclater(phi)[source]¶
Sclater-Christie exponential curve for sandstone
- Parameters:
phi (float or array) – porosity
- Returns:
Z (float or array) – depth wrt. sea floor in km.
- static Storvoll(Z)[source]¶
Storvoll velocity compaction trend. The trend is for shale and shaly sediments but also used for siliciclastic rock like sandstone
- Parameters:
Z (float or array) – depth wrt. sea floor in m.
- Returns:
float or array – Vp meters per second
- static Hillis(Z)[source]¶
compaction trend for Bunter Sandstone in North sea
- Parameters:
Z (float or array) – depth below sea bed (in kilometers)
- Returns:
float or array – Vp km/s
- static Japsen(Z)[source]¶
a segmented linear velocity–depth function, These equations are considered as approximation for bunter sandstone trend although they are originally for bunter shale. proposed by Japsen 1999
- Parameters:
Z (float or array) – depth below sea bed in m.
- Returns:
float or array – Vp m/s
- static hjelstuen(Z)[source]¶
Velocity-depth relationships for the Bjørna-Sørkapp margin deposits. note: the seismic velocities are not directly comparable with velocities from sonic logs (because of the different frequencies), and the velocity-depth profile of Hjelstuen et al. (1996) has not been corrected for uplift and erosion
- Parameters:
Z (float or array) – Z< 3.8km
- Returns:
float or array – V: m/s