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\frac{1}{R_t} = \phi_t^m s_{wt}^n \, \left[ \frac{1}{R_w} +\frac{1}{s_{wt}} \frac{1}{R_{sh}}  
 \right]

and saturation is given by

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s_w = \frac{s_{wt} - s_{wb}}{ 1 - s_{wb}}


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s_{wb}= \frac{V_{wb}}{V_t}


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\frac{1}{R_{sh}} = s_{wb} \left( \frac{1}{R_{wb}} - \frac{1}{R_w} \right)

where

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bodys_w

formation water saturation

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bodys_{wb}

bound water saturation


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body\phi_e

effective porosity

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bodyV_{sh}

shaliness

LaTeX Math Inline
bodyR_t

total measured resistivity from OH logs

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bodyR_w

formation water resistivity

LaTeX Math Inline
bodyR_{sh}

wet clay resistivity

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bodyA


dimensionless constant, characterising the rock matrix contribution to the total electrical resistivity

0.5 ÷ 1, default value is 1 for sandstones and 0.9 for limestones

LaTeX Math Inline
bodym

formation matrix cementation exponent1.5 ÷ 2.5, default value is 2

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bodyn

formation matrix water-saturation exponent

1.5 ÷ 2.5, default value is 2



In some practical cases, the clay resisitvity

LaTeX Math Inline
bodyR_{sh}
can be expressed as:

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\frac{1}{R_{sh}} = B \cdot Q_V

where

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bodyB

conductance per cat-ion (mho · cm2/meq)

LaTeX Math Inline
bodyQ_V

Cation Exchange Capacity (meq/ml)

and both can be measured in laboratory.


The other model parameters still need calibration on core data.

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