This article presents an equation to simultaneously estimate the rock's porosity cementation exponent m, and the formation water resistivity Rw. The classic Pickett plot equation allows to estimate m and Rw, but only works on clayless rocks, like clean sands and carbonates. The modified Pickett plot equation allows to estimate m and Rw both on clean sands and on shaly sands with conductive matrices. The extended equation reduces to the regular Pickett plot equation when Vshale=0.
The math of the original regular Pickett plot equation
The classic, regular Pickett plot equation for clean rocks is deduced from the SW Archie equation:
where:
 SW is the rock's water saturation
 Rt is the true or uninvaded deep resistivity
 φ is the rock's porosity. Since we are dealing so far with clean rocks, the total porosity and the effective porosity are the same: φ = φ_{t} = φ_{e}, likewise, SW = SW_{t} = SW_{e} either in the total or in the effective pore space.
 Rw is the formation water resistivity, or the water resistivity in the effective pore space
 a≃1 is some times called a "tortuosity" empirical multiplier factor always accompanying Rw, occasionally needed to improve accuracy and achieve a better fit.
 m≃2 is the porosity exponent, usually called the cementation exponent, and
 n≃2 is the saturation exponent.
After taking natural logarithms ln() (base e=2.71828...) and rearranging terms, the Archie SW equation can be written as a linear equation on the terms ln(Rt) and ln(φ): (common logarithms log_{10}() could also be taken instead)
The Pickett plot equation for clean rocks after rearranges becomes:
For graphical purposes, a plot on a base 10 loglog scale is traditionally used:
Modifying the Pickett plot equation for shaly sands
The Pickett plot equation on coefficients b_{0} and b_{1}, can also be rewritten as another linearized expression with coefficients c_{0} and c_{1}:
To deal with shale content, we can no longer use the Archie equation for clean rocks. A water saturation for shaly sands must be used instead. Let's choose the Indonesia PouponLeveaux water Saturation Equation (which is an overall good model for shaly rocks):
After some algebraic operations, the Indonesia SW equation can be linearized on coefficients c_{0} and c_{1}. Then, a modified Pickett plot equation for shaly rocks is obtained. Notice that the equation is reduced exactly to the regular Pickett plot equation when Vsh=0. That is, the shale correction would become 0.
For graphical purposes, a plot on a base 10 loglog scale may be used:
Solving the parameters m and Rw
In the former equation, y = c_{0} + c_{1}.x, the "independent" variable x
is no longer a stable, well known, reliable measurement of ln(Rt). It is instead better to consider x
as a random variable that depends on somewhat inaccurate measurements of Rt, and
erratic and noisy estimates of SW, and Vsh.
That's it, x = f (Rt, Vsh, Rt) is itself a Random variable, and conventional
Simple Linear Regression
is not an appropriate model. Notice also that a graphical 2D classical solution plot on two variables
x=ln(Rt), and y=ln(φ), no longer applies. A graphical representation would need a 4D
dimensional space, or a least a 3D space if SW=1 can be assumed constant if applied in a water body.
A model based on errors on both variables x and y,
was popularized by Edwards Deming in 1943, and is called
Deming regression
(a case of orthogonal regression).
Its probabilistic solution is:
where:
Applying the general solution
We recommend to apply this generic solution for all cases, even for the traditional cases when dealing
with clean rocks in water bodies.

Clean rocks in water bodies
(the original Pickett plot approach)
Seek for clean rocks in water bodies like aquifers and water pockets, then set Vsh_{i}=0, and SW_{i}=1. This may yield small sample sizes n, specially when dealing with sandstones instead of carbonates. While a traditional simple linear regression may produce values too small for the cementation or porosity exponent m, the Deming regression above may deliver a more reasonable estimate for m.

Shaly sandstones in water bodies
In water bodies like aquifers and water pockets, seek for clean sandstones and moderate shaly sandstones (say Vsh_{i} ≤ 0.30). Skip shales and very shaly sandstones (say Vsh_{i} > 0.30) that would yield φ_{e}≃0 and huge negative values for ln(φ_{ei}). Then set SW_{i}=1.
Notice that the acceptance of shaly sandstones increases the depth's collection sample size n, producing a more representative porosity heterogeneity, and a more stable, better estimate for m. The technique works as long as Vsh is carefully estimated from gamma ray or neutrondensity porosity difference.

Reservoirs with core lab data
(even in pay zones)
If there are quality core lab measurements of SW, we are no longer restricted to apply the equation on water bodies. Of course, make sure that core SW<1 values are reliable, and core depths are properly shifted to match log depths. Then merge the collection of core samples with potential log depth zones in water bodies.
Regarding core porosity measurements, carefully assess its representativeness in shaly rocks. Core porosity may be measured using helium, which could enter into the clay internal pore space, and hence measures more the total porosity φ_{t} instead of the required effective porosity φ_{e}.
We suggest to keep core lab measurements only of the water saturation SW_{i}<1, tie them with log properties of Rt_{i} and Vsh_{i} at their depths, and merge this collection with log depths in water bodies SW=1 if available. The use of core data SW_{i} relieves the need to search for water bodies. Not always we have reservoirs with aquifers and water pockets to assume SW=1.
Related articles:
