--> Estimating Pore Throat Size in Sandstones from Routine Core-Analysis Data; Edward D. Pittman; Search and Discovery Article #40009 (2001)
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Estimating Pore Throat Size in Sandstones from Routine Core-Analysis Data

Edward D. Pittman

Search and Discovery Article #40009 (2001)

Adaptation for online presentation of article entitled “Relationship of Porosity and Permeability to Various Parameters Derived from Previous HitMercuryNext Hit Previous HitInjectionNext Hit-Capillary Previous HitPressureNext Hit Curves for Sandstone” by the same author in AAPG Bulletin, V. 76 , 1992, p. 191-198.

Abstract

Pore aperture size estimated from Previous HitmercuryNext Hit Previous HitinjectionNext Hit tests has been used to evaluate seals for traps and to explain the locations of stratigraphic hydrocarbon accumulations. However, Previous HitmercuryNext Hit Previous HitinjectionNext Hit tests are expensive and therefore not abundant. This paper develops empirical equations for estimating certain pore aperture size parameters from routine core analysis. The relationship of porosity, uncorrected air permeability, and various parameters derived from Previous HitmercuryNext Hit Previous HitinjectionNext Hit-capillary Previous HitpressureNext Hit curves was established Previous HitusingNext Hit multiple regression on a database of 202 samples of sandstone from 14 formations that range in age from Ordovician to Tertiary. These sandstone formations vary in composition and texture.

A series of empirically derived equations also permits the calculation of pore aperture radii corresponding to Previous HitmercuryNext Hit saturation values that range from 10 to 75% in increments of five. This makes it possible to construct a calculated pore aperture radius distribution curve Previous HitusingNext Hit porosity and permeability from core analysis.

Figures / Table

  Figure 1. Presentation of Previous HitmercuryNext Hit Previous HitinjectionNext Hit-capillary Previous HitpressureNext Hit data. Often this is presented as a semilog plot. The threshold Previous HitpressureNext Hit, as defined graphically by Katz and Thompson (1987), corresponds to the inflection point at which the curve becomes convex upward. The Previous HitdisplacementNext Hit Previous HitpressureNext Hit (Pd) was defined by Schowalter (1979) as the Previous HitpressureNext Hit at a Previous HitmercuryNext Hit saturation of 10%.

  Figure 2. A log-log hyperbolic plot of Previous HitmercuryNext Hit Previous HitinjectionNext Hit data following Thomeer (1960) and Swanson (1981). Thomeer used the values of the asymptotes in his mathematical description. The 45o-line is tangent to the hyperbola at the apex. Some Previous HitmercuryNext Hit curves have no apex.

  Figure 3. A semilog Previous HitmercuryNext Hit Previous HitinjectionNext Hit plot with pore size plotted on the logarithmic axis.

 

 

 

  Figure 4. A plot of Hg saturation/capillary Previous HitpressureNext Hit versus Hg saturation, as a means of determining the apex of Thomeer's (1960) hyperbola. This is a more accurate method than the one depicted on Figure 2.

  Figure 5. Plot of calculated pore aperture corresponding to the apex (equation 9) versus pore aperture of graphically derived apex (Figure 4).

 

  Figure 6. Comparison of measured (Previous HitmercuryNext Hit Previous HitinjectionNext Hit) and calculated (equations, Table 1) pore aperture radius distribution curves for the same sample.

 

  Figure 7. (A) Plot of Previous HitmercuryNext Hit saturation versus Previous HitmercuryNext Hit saturation divided by Previous HitpressureNext Hit, used to determine apex. If an apex exists for this sample, it must be at a saturation of <10%. (B) Semilog plot of pore aperture radii versus cumulative Previous HitmercuryNext Hit saturation. Previous HitMercuryNext Hit Previous HitinjectionNext Hit data that do not have an apex yield cumulative curves that are essentially straight or slightly concave upward. The even distribution of pore radii on a histogram Previous HitusingNext Hit log2 classes indicates the lack of a dominant modal class or classes. If a modal class exists, it is at a saturation of <10%; Wall Creek Sandstone, 13.8% porosity and 1.1 md permeability.

Click here to see slideshow and overlay of figures 7 and 8.

  Figure 8. (A) Plot of Previous HitmercuryNext Hit saturation versus Previous HitmercuryNext Hit saturation divided by Previous HitpressureNext Hit, showing an apex at a saturation of 28%. (B) Semilog plot of pore aperture radii versus cumulative Previous HitmercuryNext Hit saturation. The corresponding histogram (log[2] classes) has a modal pore aperture class between 1.41 and 1.0 micrometers and a weak secondary modal class from 0.125 to 0.088 micrometer. The coarser mode corresponds to the apex, which is where the pores occur that are capable of dominating flow; Terry Sandstone, 16.4% porosity and 1.8 md permeability.

Click here to view overlay sequence of figures 7 and 8.

Table 1. Empirical Equations for Determining Pore Aperture Radii (mm) Corresponding to Various Previous HitMercuryNext Hit Saturation Percentiles

Contents 

Abstract 

Figures/Table 

Introduction 

Previous work 

Procedure 

Results 

Discussion 

Conclusions 

References Cited 

Acknowledgments 

INTRODUCTION

Reservoir engineers and petrophysicists are interested in how permeability and porosity relate to pore aperture size and pore aperture size distribution, primarily so they can estimate permeability. Exploration geologists have been interested in Previous HitusingNext Hit pore aperture size derived from Previous HitmercuryNext Hit Previous HitinjectionNext Hit data to evaluate the sealing capacity of cap rocks (e.g., Smith, 1966; Berg, 1975). In a water-saturated rock, hydrocarbon migration and entrapment result from the opposing interplay of buoyancy Previous HitpressureNext Hit and capillary Previous HitpressureNext Hit. Following expulsion from a source rock, hydrocarbons migrate through carrier beds when a hydrocarbon filament has been established through the pores of the rock. If one can determine the Previous HitpressureNext Hit required to establish a connected hydrocarbon filament through the largest interconnected water-saturated pore throats, one can calculate the vertical hydrocarbon column required to migrate hydrocarbons (Schowalter, 1979). This Previous HitdisplacementNext Hit Previous HitpressureNext Hit is important to hydrocarbon migration and entrapment .

The pore aperture size that corresponds to Previous HitdisplacementNext Hit Previous HitpressureNext Hit can be determined from a Previous HitmercuryNext Hit Previous HitinjectionNext Hit test. However, often, one may want to know this information when Previous HitmercuryNext Hit Previous HitinjectionNext Hit tests are unavailable because of cost considerations, lack of core, or insufficient core material (e.g., small chips or thin slabs) to permit sampling. Therefore, a readily available estimation of Previous HitdisplacementNext Hit Previous HitpressureNext Hit, from other data such as porosity and permeability, would be helpful.

Another parameter of interest is the pore aperture that corresponds to the apex of a hyperbola on a log-log Previous HitmercuryNext Hit Previous HitinjectionNext Hit plot. This parameter has the potential for delineating stratigraphic traps in the same manner as the pore aperture corresponding to the 35th percentile of a cumulative Previous HitmercuryNext Hit saturation curve, which was developed by H. D. Winland, Amoco Production Company.

The purpose of this paper is to (1) review previous efforts to relate permeability, porosity, and Previous HitmercuryNext Hit Previous HitinjectionNext Hit-capillary Previous HitpressureNext Hit data; (2) present empirical relationships among porosity, uncorrected air permeability, and the pore aperture size that corresponds to the Previous HitdisplacementNext Hit Previous HitpressureNext Hit and the apex of a hyperbola on a log-log Previous HitmercuryNext Hit Previous HitinjectionNext Hit plot; and (3) present empirically derived equations that permit construction of a pore aperture radius distribution curve Previous HitusingNext Hit porosity and permeability data.

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PREVIOUS WORK

Washburn (1921) first suggested the use of Previous HitmercuryNext Hit Previous HitinjectionNext Hit as a laboratory method for determining the pore aperture size distribution in porous rocks. The Washburn equation can be expressed as:

Pc=-2 gcosq/r                                                               (1)

where Pc = capillary Previous HitpressureNext Hit (dynes/cm2), g = surface tension of Hg (480 dynes/cm), q = contact angle of Previous HitmercuryNext Hit in air (140o), and r = radius of pore aperture for a cylindrical pore. Thus, r (mm)= 107/Pc (psia).

Van Brakel et al. (1981) discussed some of the problems of Previous HitmercuryNext Hit porosimetry. One source of error in Previous HitmeasuringNext Hit rock porosity is that the pores are not necessarily cylindrical. Purcell (1949) was instrumental in developing Previous HitmercuryNext Hit Previous HitinjectionNext Hit techniques, and equation 1 has been the basis of further work by many authors. Capillary Previous HitpressureNext Hit versus Previous HitmercuryNext Hit saturation commonly is plotted on arithmetic or semilog plots (Figure 1), although the saturation scale sometimes is reversed so that it increases from right to left.

Entry Previous HitpressureNext Hit, Previous HitdisplacementNext Hit Previous HitpressureNext Hit, and threshold Previous HitpressureNext Hit are terms referring to the initial part of the Previous HitmercuryNext Hit Previous HitinjectionNext Hit curve. The entry Previous HitpressureNext Hit on a Previous HitmercuryNext Hit Previous HitinjectionNext Hit-capillary Previous HitpressureNext Hit plot is the point on the curve where the Previous HitmercuryNext Hit first enters the pores of the rock. This point is indicative of the largest pore aperture size (Robinson, 1966). This parameter often is vague and difficult to determine because the sample size and surface irregularities of the rock relative to pore geometry create a boundary condition that affects the low-Previous HitmercuryNext Hit saturation part of the curve. Schowalter (1979) recognized this problem and pointed out that the important aspect for evaluating seals for traps is to determine the Previous HitpressureNext Hit required to form a connecting filament of nonwetting fluid th ough the largest connected pore apertures of the rock. He measured this Previous HitpressureNext Hit by making electrical conductivity readings during Previous HitmercuryNext Hit Previous HitinjectionNext Hit and found the Previous HitmercuryNext Hit saturation ranged from 4.5 to 17%. Schowalter (1979) wanted a pragmatic approach to use on existing Previous HitmercuryNext Hit Previous HitinjectionNext Hit data where electrical conductivity measurements were not available. Therefore, he defined the term Previous HitdisplacementNext Hit Previous HitpressureNext Hit as the Previous HitpressureNext Hit at 10% Previous HitmercuryNext Hit saturation, for use in evaluation of hydrocarbon entrapment. Katz and Thompson (1986, 1987) defined threshold Previous HitpressureNext Hit as the Previous HitpressureNext Hit at which Previous HitmercuryNext Hit forms a connected pathway across the sample. Katz and Thompson (1987) indicated that the measured threshold Previous HitpressureNext Hit corresponded graphically to the inflection point on a Previous HitmercuryNext Hit Previous HitinjectionNext Hit plot. On Figure 1, this is where the Previous HitmercuryNext Hit Previous HitinjectionNext Hit curve becomes convex upward.

Wood's metal, an alloy of bismuth that contains lead, tin, and cadmium and has a melting point of 70oC, has been used by various workers as a nonwetting medium for Previous HitinjectionNext Hit into pores of rocks. Dullien and Dhawan (1975) showed that injecting Previous HitmercuryNext Hit and Wood's metal yielded similar Previous HitinjectionNext Hit curves. Molten Wood's metal can be cooled and crystallized at any desired Previous HitinjectionNext Hit Previous HitpressureNext Hit. One can evaluate the nature of the pore geometry occupied by Wood's metal Previous HitusingNext Hit various techniques. Dullien and co-workers (e.g., Dullien and Dhawan, 1974) have used photographic methods employing quantitative stereology of Wood's metal to characterize pores, which consist of a series of bulges and necks. Dullien (1981) has compared pore size distributions derived from quantitative stereology and Previous HitmercuryNext Hit porosimetry. The Previous HitmercuryNext Hit Previous HitinjectionNext Hit technique indicates a greater quantity of small pores than does the quantitative stereology technique.

Swanson (1977) established the position on the Previous HitmercuryNext Hit Previous HitinjectionNext Hit curve that represents a continuous, well-interconnected pore system through the rock. He used a porosimeter with a heating coil and molten Wood's metal to illustrate visually the distribution of the nonwetting phase at various pressures. After having been injected at a low Previous HitpressureNext Hit, the cooled and crystallized Wood's metal had a spotty distribution in the rock. With increasing Previous HitinjectionNext Hit Previous HitpressureNext Hit, the nonwetting phase entered smaller pore apertures and the volume of the Wood's metal increased. Eventually, an Previous HitinjectionNext Hit Previous HitpressureNext Hit was reached whereby the Wood's metal occupied pore sizes that effectively interconnected the total major pore system that dominates fluid flow. Swanson (1977, p. 2498) noted that at this point, "the Previous HitmercuryNext Hit saturation expressed as percent of bulk volume is indicative of that portion of the space effectively contributing to fluid flow." Swanson (1977) determined that on a Previous HitmercuryNext Hit Previous HitinjectionNext Hit curve, this point corresponded to the apex of the hyperbola of a log-log plot. In Figure 2, the 45o-line is tangent to the hyperbola at the apex.

Thomeer (1960) developed a mathematical description of capillary Previous HitpressureNext Hit and Previous HitmercuryNext Hit saturation, and first plotted Previous HitmercuryNext Hit Previous HitinjectionNext Hit data as a log-log plot. This plot yields a curve that approximates a hyperbola (Figure 2). The location of the hyperbola with respect to the x and y axes is defined by the position of the two asymptotes. Thomeer called these the extrapolated Previous HitdisplacementNext Hit Previous HitpressureNext Hit (Pd on the y axis) and the bulk volume occupied by Previous HitmercuryNext Hit at infinite Previous HitpressureNext Hit (VbP[infinity] on the x axis). The shape of the hyperbola is related to pore geometry, which leads to Thomeer's pore geometrical factor (G). G is based on the possibility of a family of hyperbolic curves having G values from zero to 10, with low values constituting larger and better-sorted pore apertures and h nce indicating better reservoir characteristics. Not all curves, however, are hyperbolic and suitable for assignment of G values. Thomeer (1960) showed graphically that a relationship exists among air permeability, (Vb)P[infinity]/ Pd, and G, and that pore geometry affects permeability and Previous HitmercuryNext Hit Previous HitinjectionNext Hit.

Swanson (1981) developed the following relationship based on 319 clean sandstone and carbonate samples:

Kair = 339(SHG/Pc)apex 1.691                                            (2)

where Kair is air permeability (md), SHG is the bulk volume Previous HitmercuryNext Hit saturation (%), and Pc is capillary Previous HitpressureNext Hit (psi) corresponding to the apex of a hyperbolic log-log Previous HitmercuryNext Hit Previous HitinjectionNext Hit plot. This equation for Kair has a standard deviation of 1.96x. Swanson also showed a similar relationship for brine permeability (md) at 1000 psi effective stress. This relationship was based on 56 clean sandstone and carbonate samples:

Kbrine = 355 (SHG / Pc)[apex] {2.005}                           (3)

which had an improved standard deviation of 1.67x. The advantage of Previous HitusingNext Hit stressed liquid permeability is that overburden Previous HitpressureNext Hit and the gas slippage effect are taken into account. Swanson (1981) showed the relationship between stressed brine permeability and unstressed air permeability to be

Kbrine = 0.292Kair 1.186                                                                    (4)

Swanson (1981) also developed a nomograph based on equation 3, which uses the apex of the hyperbola of a log-log plot such as Figure 2. This nomograph permits direct estimation of brine permeability from Previous HitmercuryNext Hit Previous HitinjectionNext Hit data.

Swanson (1981) showed that the apex was the same for core plug data and simulated drill cuttings (i.e., crushed rock from sample adjacent to the plug). This suggests that useful Previous HitmercuryNext Hit Previous HitinjectionNext Hit data might be obtained from drill cuttings. Other workers also have expressed the opinion that useful Previous HitmercuryNext Hit Previous HitinjectionNext Hit tests could be run on drill cuttings (Purcell, 1949; Ghosh et al., 1987).

Katz and Thompson (1986, 1987) reported the following relationship:

K = 1/226 (lc 2} (s/so)                                                 (5)

where K = air permeability (md), lc = characteristic pore size (i.e., the calculated pore size {micrometers} for threshold Previous HitpressureNext Hit at which Previous HitmercuryNext Hit forms a connected pathway through the sample), and (s/so = ratio of rock conductivity to conductivity of formation water.

This equation follows percolation theory arguments (e.g., Ambegaokar et al., 1971), which are applicable to systems characterized by a broad distribution of conductances with only short-range correlations. Seeburger and Nur (1984) showed that the pore spaces of many reservoir rocks have a random, broad distribution of pore sizes, which suggests that transport through pores must be understood in terms of a broad distribution of local conductances (Katz and Thompson, 1987). Equation 5 is applicable to sandstones and carbonates and appears to provide a good estimate of permeability (Thompson et al., 1987). This approach, however, requires a rock sample, laboratory measurement of threshold Previous HitpressureNext Hit, and measurement of rock and formation water conductivity.

Yuan and Swanson (1989) used a method of rate-controlled Previous HitmercuryNext Hit porosimetry in which the Previous HitinjectionNext Hit rate is kept constant and the Previous HitmercuryNext Hit Previous HitpressureNext Hit is monitored. Fluctuations in the Previous HitmercuryNext Hit meniscus may occur because of varying degrees of constriction along the flow path. This enabled the researchers to resolve the pore space of a rock into pore bodies and pore throats. This technique appears promising for improving our understanding of pore geometry.

H. D. Winland (Amoco Production Company), who was interested in sealing potential, developed an empirical relationship among porosity, air permeability, and the pore aperture corresponding to a Previous HitmercuryNext Hit saturation of 35% (r35) for a mixed suite of sandstones and carbonates. Winland ran regressions for other percentiles (30, 40, and 50), but the best correlation (highest R) was the 35th percentile. No explanation was given for why the 35th percentile gave the best correlation. His data set included 82 samples (56 sandstone and 26 carbonate) with low permeabilities that were corrected for gas slippage and 240 other samples with uncorrected permeabilities. The Winland equation was used and published by Kolodzie (1980):

Log r35 = 0.732 + 0.588 Log Kair - 0.864 Log f                       (6)

where r35 is the pore aperture radius corresponding to the 35th percentile, Kair is uncorrected air permeability (md), and q is porosity (%).

Hartmann and Coalson (1990) correlated Winland's r35 values with pore type and reservoir quality. Winland favored plotting cumulative percent Previous HitmercuryNext Hit saturation versus pore aperture radii on semilog paper, putting pore aperture radii on the log scale (Figure 3).

Winland also showed, through several field examples, that r35 could be used to delineate commercial hydrocarbon accumulations of stratigraphic traps. One of Winland's examples was the Terry Sandstone at Spindle Field, Colorado. Pittman (1989), Previous HitusingNext Hit some of the same cored wells as Winland, showed that the net feet of sandstone having an r35 greater than 0.5 mm was useful for delineating the trap. Updip dry holes have no net sandstone with an r35 >0.5 mm; whereas, a good well in the field has 39 ft (11.9 m) of net sandstone with an r35 >0.5 mm.

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PROCEDURE

Two hundred and two porosity and uncorrected air permeability analyses were available in the Amoco Research Center files on plugs that had also been used for Previous HitmercuryNext Hit Previous HitinjectionNext Hit tests of sandstones from 14 formations. The porosities and permeabilities of the data set ranged from 3.3 to 28.0% and 0.05 to 998 md, respectively. These formations, which range in age from Ordovician to Tertiary, include Simpson, Delaware, Tensleep, Nugget, Cotton Valley, Muddy, Mesaverde, Terry, First Wall Creek, Second Wall Creek, Frontier, Montrose, Vicksburg, and Frio sandstones. Lithologically, these sandstones include sublitharenites, subarkoses, and quartz arenites in a modified Dott classification (Pettijohn et al., 1987). Argillaceous sandstones, clean permeable sandstones, and clean but tightly cemented sandstones are represented. The size of the sample suite coupled with the wide range in porosity and permeability, the diverse composition, and the variable texture of the sandstones suggests this should be a representative sample set for reservoir sandstones.

The threshold Previous HitpressureNext Hit and Previous HitdisplacementNext Hit Previous HitpressureNext Hit were determined graphically from the Previous HitmercuryNext Hit Previous HitinjectionNext Hit curves, and the corresponding pore aperture radii were calculated Previous HitusingNext Hit equation 1. The apex was determined graphically for each Previous HitmercuryNext Hit Previous HitinjectionNext Hit curve by plotting Previous HitmercuryNext Hit saturation Previous HitpressureNext Hit divided by Previous HitmercuryNext Hit saturation on the y axis against Previous HitmercuryNext Hit saturation on the x axis (Figure 4). Six of the 202 samples were nonhyperbolic and lacked an apex. Pore aperture radii corresponding to the 10th, 15th, 20th, 25th, 30th, 35th, 40th, 45th, 50th, 55th, 60th, 65th, 70th, and 75th percentiles of Previous HitmercuryNext Hit saturation were also determined. A Statistical Analysis System (SAS) multiple regression program was used to establish various empirical relationships.

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RESULTS

The graphical expression of the threshold Previous HitpressureNext Hit (Katz and Thompson, 1986), which is the inflection point of the curve, was determined for all Previous HitmercuryNext Hit Previous HitinjectionNext Hit curves. For some samples, the inflection point was vague and difficult to determine. Previous HitUsingNext Hit the radius of the pore aperture corresponding to the threshold Previous HitpressureNext Hit (rthresh in micrometers) as the dependent variable in a multiple regression involving uncorrected air permeability (K in md), and porosity (f in %) yielded:

Log rthresh = 0.137 + 0.479 Log K - 0.143 Log f.                     (7)

This equation has a correlation coefficient of 0.900.

A relationship among the pore size corresponding to Schowalter's (1979) Previous HitdisplacementNext Hit Previous HitpressureNext Hit (rPd in micrometers), uncorrected air permeability (K in md), and porosity (phi in %), was established by a multiple regression with log rPd as the dependent variable:

Log rPd = 0.459 + 0.500 Log K - 0.385 Log f             (8)

This equation has a correlation coefficient of 0.901.

Based on a multiple regression with log rapex as the dependent variable, the relationship among the pore size corresponding to the apex (rapex in micrometers), uncorrected air permeability (K in md), and porosity (f in %) is:

Log rapex = -0.117 + 0.475 Log K - 0.099 Log f                      (9)

This equation yields a correlation coefficient of 0.919. The porosity term is not statistically significant in this equation. A regression excluding porosity as a variable also has an R of 0.919 and yields:

Log rapex = -0.226 + 0.466 Log K                                            (10)

where rapex is in micrometers and K is uncorrected air permeability in millidarcys.

A graph of log rapex calculated from equation 9 plotted against graphically determined rapex (Figure 4) is shown in Figure 5. This plot has a correlation coefficient of 0.931. The mean apex for the 196 sandstones had a Previous HitmercuryNext Hit saturation of 36%.

Winland's approach of Previous HitusingNext Hit multiple regression analysis to develop an empirical equation for calculating the pore throat that corresponds to the 35th percentile was extended to a spread of Previous HitmercuryNext Hit saturation percentiles (Table 1). For the lower percentiles of Previous HitmercuryNext Hit saturation (10-35), the porosity term is not statistically significant and the pore aperture sizes could be predicted equally well Previous HitusingNext Hit only permeability in the regression to develop an equation. The porosity term is statistically significant for the higher percentiles of Previous HitmercuryNext Hit saturation (40-75). The reason for this is unknown. For simplicity, however, all the empirical equations in Table 1 include a porosity term. In Table 1, note that the correlation coefficient, R, decreases at increasingly higher percentiles. One can construct a partial pore aperture size distribution curve from the equations in Table 1, recognizing that the accuracy would diminish above the 55th percentile. For most sandstones, this would cover the important part of the curve. Regressions for pore apertures corresponding to Previous HitmercuryNext Hit saturation percentiles from 10 to 55% had R values above 0.900. Figure 6 shows measured (via Previous HitmercuryNext Hit Previous HitinjectionNext Hit) and calculated (equations, Table 1) pore aperture radius distribution curves for the same sample.

Previous HitUsingNext Hit permeability as the dependent variable yielded the following empirical relationships:

(a) Log K = -0.861 + 1.185 Log f + 1.627 Log rapex                (11)

with an R of 0.928. In this equation, K is uncorrected air permeability (md), f is porosity (%), and rapex is the pore radius corresponding to the apex (mm).

(b) Log K = -1.221 + 1.415 Log f + 1.512 Log r25                 (12)

yielded the best correlation coefficient, an R of 0.939. For equation 12, K is uncorrected air permeability (md), f is porosity (%), and r25 is the pore aperture corresponding to the 25th percentile of saturation on a cumulative Previous HitmercuryNext Hit Previous HitinjectionNext Hit plot.

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DISCUSSION

Sediments deposited in an aqueous environment have an affinity for water and are water-wet. After oil becomes trapped in a reservoir, polar organic compounds may adhere to the rock surface and through time make the rock oil-wet or partially oil-wet. However, for the purposes of migration and entrapment of hydrocarbons, rocks are considered to be water-wet. Following generation and expulsion of hydrocarbons from a source rock, the hydrocarbons move through a carrier bed as a nonwetting phase displacing water. Eventually, the hydrocarbons reach a position where the capillary Previous HitpressureNext Hit exceeds the opposing buoyancy Previous HitpressureNext Hit generated by the hydrocarbon column, and the hydrocarbons are trapped.

To evaluate migration and entrapment of hydrocarbons, it is necessary to identify the pore aperture size that would lead to entrapment. Ideally, this would be the threshold Previous HitpressureNext Hit, as measured in the laboratory by Katz and Thompson (1987), at which the Previous HitmercuryNext Hit provides an interconnecting thread across the core plug to establish electrical conductivity. This approach, however, precludes the use of existing Previous HitmercuryNext Hit Previous HitinjectionNext Hit tests. If porosity and permeability values from a core analysis are available, the pore aperture size corresponding to the Previous HitdisplacementNext Hit Previous HitpressureNext Hit can be predicted Previous HitusingNext Hit equation 8. The threshold Previous HitpressureNext Hit as defined by Katz and Thompson (1986, 1987), would be more accurate than the Previous HitdisplacementNext Hit Previous HitpressureNext Hit as defined by Schowalter (1979). However, the graphical determination of threshold Previous HitpressureNext Hit, which is required for working with existing "old" data, is inaccurate, and thus equation 7 does not appear to be an improvement over equation 8. Calculation of Previous HitdisplacementNext Hit Previous HitpressureNext Hit pore radii from porosity and permeability values has the advantage of providing data throughout the cored interval instead of being limited to results from sparse Previous HitmercuryNext Hit Previous HitinjectionNext Hit tests.

Berg (1975) recognized the limitations of sparse Previous HitmercuryNext Hit Previous HitinjectionNext Hit test data. He developed an empirical equation to estimate grain size from porosity and permeability and then determined pore aperture radii by incorporating grain size in another equation. He states that this method "gives only a crude approximation of dominant pore size for natural sandstones" (Berg, 1975, p. 947). The empirical equations developed in this paper are an improvement over the approach used by Berg because these equations do not require estimation of grain size.

The pore aperture corresponding to the apex of the hyperbola on a log-log Previous HitmercuryNext Hit Previous HitinjectionNext Hit plot is of significance because it represents the pore apertures that interconnect to form what Swanson (1981) referred to as an effective pore system that dominates flow. Six of the 202 samples (2.9%) were nonhyperbolic and lacked an apex. These six samples ranged in porosity and permeability from 8.8 to 20.0% and 0.09 to 3.0 md, respectively. The permeability, however, was typically low (mean = 1.14 md). All of these samples had Previous HitmercuryNext Hit Previous HitinjectionNext Hit curves that yielded essentially straight or slightly concave-upward curves when plotted on a semilog plot (e.g., Figure 7). Note that this type of sample has no dominant modal pore aperture size class on the histogram (Figure 7). If a dominant class and corresponding apex exist, that class is probably in the <10% Previous HitmercuryNext Hit saturation range. Samples with an apex have Previous HitmercuryNext Hit Previous HitinjectionNext Hit curve shapes that are co vex-upward through most of the curve on a semilog plot (e.g., Figure 8). The apex corresponds to the dominant pore aperture class on the histogram (Figure 8).

The mean Previous HitmercuryNext Hit saturation for the apex of Amoco's 196 sandstones was 36%, which is very close to the 35% that Winland used to delineate hydrocarbon accumulations in stratigraphic traps. Perhaps Winland found the best correlation to be for r35 because that is where the average modal pore aperture occurs and where the pore network is developed to the point of serving as an effective pore system that dominates flow in the sense described by Swanson (1981), based on his studies involving Previous HitinjectionNext Hit of Wood's metal.

A limited test of the applicability of equation 9 for apex radii was made in two wells previously studied in the Terry Sandstone stratigraphic trap at Spindle Field (Pittman, 1989). Results showed a favorable comparison between equation 9 and H. D. Winland's r35 (equation 6). An updip dry hole had no net feet of sandstone having a pore aperture of >0.5 mm Previous HitusingNext Hit both equations. The calculated mean pore aperture size was 0.314 mm for apex and 0.326 micrometer for r35. A producing well had 40 and 39 net ft (12.2 and 11.9 m) of sandstone having a pore aperture >0.5 mm, respectively, Previous HitusingNext Hit apex and r35 equations. The calculated mean aperture radius for this producing well was 0.741 mm for apex and 0.671 mm for r35. Thus, both equations appear to serve equally well for distinguishing nonproductive from productive wells for this trap.

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CONCLUSIONS

Porosity and uncorrected air permeability from routine core analysis can be used to estimate Previous HitdisplacementNext Hit Previous HitpressureNext Hit for use in the equations presented by Schowalter (1979), and to estimate the pore aperture size of the apex for use in delineating traps in a manner similar to the way r35 has been used.

Among 196 sandstone samples from 14 formations, the mean apex of log-log Previous HitmercuryNext Hit Previous HitinjectionNext Hit plots was at a Previous HitmercuryNext Hit saturation of 36%. The empirically derived relationships among uncorrected air permeability (K in md), porosity (f in %), and the pore aperture radius (mm) corresponding to the Previous HitdisplacementNext Hit Previous HitpressureNext Hit and apex, respectively, can be expressed as

Log rPd = 0.459 + 0.500 Log K - 0.385 Log f

And

Log rapex = -0.117 + 0.475 Log k - 0.099 Log f.

Because these equations are based on uncorrected air permeabilities, the use of corrected permeability values, which would be smaller, would produce a misleadingly smaller pore-aperture-size calculation.

The empirically derived equations of Table 1 correspond to Previous HitmercuryNext Hit saturations from 10 to 75%, and permit the construction of a calculated pore-aperture-radius distribution curve that is based on porosity and uncorrected air permeability.

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References:

Ambegaokar, V., B. I. Halperin, and J. S. Langer, 1971, Hopping conductivity in disordered systems: Physical Review B, v. 4, p. 2612-2620.

Berg, R. R., 1975, Capillary Previous HitpressureNext Hit in stratigraphic traps: AAPG Bulletin, v. 59, p. 939-956.

Dullien, F. A. L., 1981, Wood's metal porosimetry and its relation to Previous HitmercuryNext Hit porosimetry: Powder Technology, v. 29, p. 109-116.

Dullien, F. A. L., and G. K. Dhawan, 1974, Characterization of pore structure by a combination of quantitative photomicrography and Previous HitmercuryNext Hit porosimetry: Journal of Colloid and Interface Science, v. 47, p. 337-349.

Dullien, F. A. L., and G. K. Dhawan, 1975, Bivariate pore-size distributions of some sandstones: Journal of Colloid and Interface Science, v. 53, p. 129-135.

Ghosh, S. K., S. F. Urschel, and G. M. Friedman, 1987, Substitution of simulated well-cuttings for core plugs in the petrophysical analysis of dolostones: Permian San Andres Formation, Texas: Carbonates and Evaporites, v. 2, p. 95-100.

Hartmann, D. J., and E. B. Coalson, 1990, Evaluation of the Morrow Sandstone in Sorrento Field, Cheyenne County, Colorado, in S. A. Sonnenberg, L. T. Shannon, K. Rader, W. F. Von Drehle, and G. W. Martin, eds., Morrow Sandstones of Southeast Colorado and Adjacent Areas, The Rocky Mountain Association of Geologists, Denver, Colorado, p. 91-100.

Katz, A. J., and A. H. Thompson, 1986, Quantitative prediction of permeability in porous rock: Physical Review B, v. 34, p. 8179-8181.

Katz, A. J., and A. H. Thompson, 1987, Prediction of rock electrical conductivity from Previous HitmercuryNext Hit Previous HitinjectionNext Hit measurements: Journal of Geophysical Research, v. 92, p. 599-607.

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Acknowledgments

Department of Geosciences, University of Tulsa, Tulsa, Oklahoma 74104 (at the time of publication in AAPG Bulletin); now Sedona, Arizona..

The statistical analyses were done while the author was employed by Amoco Production Company Previous HitusingTop data in the Research Center files. Unpublished work by H. D. Winland, Amoco Production Company, provided the inspiration for this paper. One hundred-three of the 202 samples were from the Winland sample suite. I thank M. O. Traugott, D. R. Spain, and J. B. Thomas for their thoughtful and helpful reviews of the manuscript.

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