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					 POROSITY BASICS There are many petrophysical models for 
					calculating poroosity from well logs. For a summary, see 
					Crain's Usage Rules for Selecting 
					Porosity Methods.
 
 Porosity is the volume of the non-solid portion of the rock filled
                with fluids, divided by the total volume of the rock. Primary porosity is the porosity developed by the original sedimentation
                process by which the rock was created. In reports, it is often
                referred to in terms of percentages, while in calculations it
                is always a decimal fraction.
 
					
  
 
					Secondary porosity is created by processes other than primary
                cementation and compaction of the sediments. An example of secondary
                porosity can be found in the solution of limestone or dolomite
                by ground waters, a process which creates vugs or caverns. Fracturing
                also creates secondary porosity. Dolomitization results in the
                shrinking of solid rock volume as the material transforms from
                	calcite to dolomite, giving a corresponding increase in porosity.
 Log
			analysts define porosity somewhat differently, due to the nature of
			the measuring techniques. These definitions are described later in
			this Chapter.
 
			 POROSITY IN SANDSTONES We tend to think of sandstones as being composed of
			quartz grains, but this is a false impression based on too many
			idealized cinematic beaches and cast-away island songs. Most
			sandstones are made of many different minerals; some have no quartz
			at all. So in the following discussion, please think of sand grains
			as being composed of a variety of minerals, not necessarily pure
			quartz.
 
			To acquire an appreciation for the values of porosity generally
                encountered, assume round balls of the same size are stacked on
                top of each other in columns. Calculations will show a porosity
                of 47.6%. Spherical sand grains 1/10 the size of the balls stacked
                one on top of the other will have the same porosity, 47.6%.
 If the same balls are packed in the closest possible arrangement
                in which the upper ball sits in the valley between the four lower
                balls, the porosity is reduced to 25.9%. Again,
                changing the size of the balls will not change the porosity as
                long as all the balls are the same size.
 
			
			
			 Cubic packing 47% porosity (left)   Rhombic packing 26%
			porosity (right)
 
			Mixing the sizes of the balls will create lower
			porosity, since small ones can fit in spaces created between the
			larger ones. The term "sorting" is used to describe the distribution
			of grain sizes in a sandstone. Very well sorted rocks have fairly
			uniform grain size and high porosity. Poorly sorted sands have a
			wide range of grain size and poor porosity, illustrated below. Grain
			size classifications are shown on the scale at right, below. 
			 Poorly Sorted                      
			Moderately Sorted                      
			Well Sorted                        
			Very Well Sorted
 Low Porosity                         
			Poor Porosity                           
			Good Porosity                     
			Excellent Porosity
 
				
			 
			  The highest porosity 
			normally anticipated is 47.6%. A more probable
                porosity is in the mid-twenties. The normal range of porosities
                in granular systems is 5% to 35%. 
 In general, porosities tend to be lower in deeper and older rocks.
                This decrease in porosity is primarily due to overburden
                stresses on the rock, and cementation. There are many exceptions
                to this general trend, when normal overburden conditions do not
                prevail.
 
 Shales closely follow the same porosity depth trend as
			sandstones. For example,
                in a recent mud the porosity may measure about 40%. It decreases
                rapidly with depth and overburden pressure until, at a depth of
                about 10,000 feet, normal porosities are less than 5%. Shales
                are plastic and therefore, compress more easily than sands.
 
 These basic trends of porosity versus depth are not as noticeable
                in carbonates, where porosity is more a function of depositional
                environment and secondary processes, both unrelated to depth of
                burial.
 
 Porosity in a real shale is not effective; that is, the water cannot
                move as quickly as in a sandstone with the same apparent porosity.
                Water in shale can be expelled over large geologic time periods,
                but it will not flow in the usual sense of the word.
 
			However, many
			intervals that have been traditionally thought of as "shale" are
			really silty shales or sandy shales. These may have sufficient
			porosity to store hydrocarbons that might flow. This is especially
			true for gas, and many "gas shales" are silty shales with effective
			porosity. Other gas shales are mostly shale and gas is stored on the
			surface of kerogen within the shale. This is adsorbed gas.
			 
			Laminated shaly sands are also called gas shales in some literature.
			While they are definitely shaly and contain gas, the petrophysical
			model is quite different from gas shales or gas silts, so the
			"laminated" adjective should be retained. 
			Porosity in shaly
			sands varies with the amount and distribution of the clay minerals
			within the sandstone. The common distributions and their effect on
			porosity are shown below. 
				
				 The Effect of Clay distribution on Porosity in a Shaly Sand.
			Sand grains are yellow, effective
 porosity is blue, and clay (including clay bound water) is coloured black.
 
			For log analysis
			purposes, we define total porosity as the pore space (blue area in
			above illustration) plus the clay bound water (part of the black
			shading). Effective porosity is defined as the total porosity minus
			the clay bound water (blue area only). Further adjustments are
			sometimes made to generate useful or connected porosity, which
			excludes clay bound water and any unconnected pores, such as
			pin-point vugs or isolated pores inside the sand grains.  
			
 
			 POROSITY IN CARBONATES Porosity in
			carbonates is more complicated than in sandstones, partly due to
			various classification methods and more combinations of carbonate
			fabric and associated porosity. Most of the porosity that is useful
			in carbonate reservoirs is secondary porosity, formed after
			deposition.
 
			The use of the term, Secondary Porosity Index (SPI) by log analysts
                has led to much confusion. The term means the porosity defined
                by the difference between porosity derived from the sonic log
                and the primary porosity. The primary porosity is usually defined
                by core analysis or the density neutron log. Depending on the
                shape and size of the vugs, fractures, or caverns, the SPI may
                or may not be a good indication of secondary porosity. Below
			are three different classification methods for carbonate porosity.
			Sample descriptions of the same rock will vary, depending on the
			wellsite geologist's age, training, and current knowledge of the
			geological literature. Dunham's method is the oldest and simplest,
			followed by Choquette's method, then by Lucia's, which is by far the
			most complex but most complete. 
			
			 Porosity classifications vary according to the authority cited -
			this is Choquette's system
 and is widely used.
 
			 Dunham's classification of carbonate textures - these are
			independent of the porosity classification
 
			 Lucia's classification of carbonates, expanding Dunham's
			classification to include porosity type
 
			 Lucia's classification extended to
			cover connected and unconnected vuggy porosity types
   
				
			 Useful Porosity There is a recent trend among petrophysicists and engineers to
                partition porosity into a useful and a non-useful fraction. The
                concept of useful porosity, as opposed to effective porosity,
                is helpful where very small pores exist. These tiny pores do not
                connect to other pores and thus do not contribute to useful reservoir
                volume or reservoir energy. They are invariably water filled and
                nothing flows from them or through them. The tiny pores are called
                micro porosity; the larger, more effective, pores are called macro
                porosity. Personally, I prefer the term connected and
				unconnected (or poorly connected) porosity, as illustrated
				below:
 
			 Porosity definitions related to
			useful or connected porosity. Some micro porosity may not be
			observed in conventional core analysis. Most porosity indicating
			logs see unconnected porosity, but the sonic log may not see any or
			all of the microporosity.
 
				Thus:1: PHIuse = PHIe - PHImicro
 
 In sandstones, micro porosity is often associated with
			intraparticle porosity in volcanic
                rock fragments and kaolinite that are part of the sandstone mineral mixture.
                In carbonates, micro porosity is associated with micrite, matrix,
                fossil skeletons, or pin point vugs. Larger vugs are often
			connected.
 
 The quantity of micro porosity cannot always be found directly
                from logs but is usually assessed as a constant fraction, KM1,
                of the effective porosity. This constant can be found by examination
                of thin section visual porosity. Where micro porosity is associated
                with silt or a volcanic mineral (Vmin2) in a quartz sandstone:
 2: KM1 = Vsilt / (Vqrtz + Vsilt)
 OR 2A: KM1 = Vmin2 / (Vqrtz + Vmin2)
 3: PHIuse = PHIe * KM1
 
 In some cases, the micro porosity is assumed to be a constant
			value instead of a constant fraction of the silt volume, PHIoffset, over an interval (ie, PHImicro is not proportional
                to effective porosity). This appears to happen in carbonates with
                unconnected pinpoint vugs (PHIppv), micritic carbonates (PHImict),
                or carbonates with matrix porosity (PHImatr). In all three cases,
                PHIoffset is found by comparing visual porosity in thin sections
                to log analysis porosity.
 4: PHIuse = PHIe - PHIoffset
 
 In log analysis terminology, matrix porosity usually means effective
                porosity (PHIe). However, in petrographic (thin section) analysis,
                matrix porosity (PHImatr) is non-useful porosity contained in
                the very fine-grained matrix material deposited between the granular
                or crystalline rock structure.
 
 PHIppv, PHImict, and PHImatr may be varied according to rules
                developed by the analyst for the zone. A crossplot of visual porosity
                from thin section analysis versus PHIe from logs is a useful tool
                for determining the appropriate correction to obtain PHIuse. Typical
                rules might be:
 
 5: PHIuse = PHIe - PHIsec
 6: PHIuse = PHIsec
 7: PHIuse = PHIe - KMATR * (1 - PHIe) / (1 - KMATR)
 8: PHIuse = PHIe - PHIsc * KMICT / PHISavg
 
 KMATR and KMICT would be in the range 0.01 to 0.08, averaging
                0.04, and cannot exceed PHIt.
 
 
			
			
			 Definitions
                of Porosity FOR LOG ANALYSIS PURPOSES The above discussion covers the geological definitions of porosity.
                Petrophysicists, log analysts, and engineers use more specific
                terms based on the concept of total and effective porosity. Here are the definitions:
 
                
                  | DFN
                    1: | The
                    formation rock/fluid model is comprised of: |  
                  |  | -
                    the matrix rock (Vrock) |  
                  |  | -
                    the pore space (or porosity) within the matrix rock (PHIe) |  
                  |  | -
                    the shale content of the matrix rock (Vsh) |  
                  |  |  |  
                  | By
                    definition, Vrock + PHIe + Vsh = 1.00 |  
                  |  |  |  
                  | DFN
                    2: | The
                    matrix rock component (Veock) can be subdivided into two or
                    more constituents |  
                  |  | (Vmin1,
                    Vmin2, ...
                    ), such as: |  
                  |  | -
                    limestone, dolomite, and anhydrite or |  
                  |  | -
                    quartz, calcite cement, and glauconite |  
                  |  |  |  
                  | The
                    mineral mixture can be quite complex and log analysis may
                    not resolve all constituents. |  
                  |  |  |  
                  | DFN
                    3: | The
                    shale component (Vsh) can be classified further into: |  
                  |  | -
                    one or more clays (Vcl1, Vcl2, … ) |  
                  |  | -
                    silt (Vsilt) |  
                  |  | -
                    water trapped into the shale matrix due to lack of sufficient
                    permeability to allow the water to escape |  
                  |  | -
                    water locked onto the surface of the clay minerals |  
                  |  | -
                    water absorbed chemically into the molecules of the clay minerals |  
                  |  |  |  
                  | The
                    sum of the three water volumes is called clay bound water
                    (CBW). CBW varies with shale volume and is zero when Vsh =
                    0. |  
                  |  |  |  
                  | By
                    definition, Vsh = Vcl + Vsilt + CBW |  
                  |  |  |  
                  | DFN
                    4: | Bulk
                    volume water of shale (BVWSH) is the sum of the three water
                    volumes listed |  
                  |  | above
                    in the definition of shale and is determined in a zone that
                    is considered to be |  
                  |  | 100%
                    shale. |  
                  |  |  |  
                  | By
                    Definition, CBW = BVWSH * Vsh |  
                  |  |  |  
                  | DFN
                    5: | Total
                    porosity (PHIt) is the sum of: |  
                  |  | -
                    clay bound water (CBW) |  
                  |  | -
                    free water, including irreducible water (BVW) |  
                  |  | -
                    hydrocarbon (BVH) |  
                  |  |  |  
                  | Some
                    of the “free water” is not free to move - it is,
                    however, not “bound” to the shale. It could also
                    be called pore water. |  
                  |  |  |  
                  | DFN
                    6: | Effective
                    porosity (PHIe) is the sum of: |  
                  |  | -
                    free water, including irreducible water (BVW) |  
                  |  | -
                    hydrocarbon (BVH) |  
                  |  |  |  
                  | DFN
                    7: | Effective
                    porosity is the porosity of the reservoir rock, excluding
                    clay bound water |  
                  |  | (CBW). |  
                  |  | PHIe
                    = PHIt - CBW |  
                  |  | OR
                    PHIe = PHIt - Vsh * BVWSH |  
                  |  |  |  
                  | DFN
                    8: | Free
                    water (BVW) is further subdivided into: |  
                  |  | -
                    a mobile portion free to flow out of the reservoir (BVWm) |  
                  |  | -
                    an immobile or irreducible water volume bound to the matrix
                    rock by surface tension (BVI or BVWir) |  
                  |  |  |  
                  | BVI
                    is sometimes called “bound water” or "capillary
                    bound water", but this is confusing (see definition of
                    clay bound water above), so “irreducible water”
                    is a better term. |  
                  |  |  |  
                  | DFN
                    9: | Hydrocarbon
                    volume (BVH) can be classified into: |  
                  |  | -
                    mobile hydrocarbon (BVHm) |  
                  |  | -
                    residual hydrocarbon (BVHr) |  
                  |  |  |  
                  | DFN
                    10: | Free
                    fluid index (FFI) is the sum of BVWm, BVHm, and BVHr. It is
                    also called moveable |  
                  |  | fluid
                    (BVM)
                    or useful porosity (PHIuse). |  
                  |  | PHIuse
                    = BVM = FFI = BVWm + BVHm + BVHr |  
                  | OR | PHIuse
                    = PHIe - BVI |  
                  | OR | PHIuse
                    = PHIe * (1 - SWir) |  
                  |  |  |  
                  | This
                    definition is needed for older nuclear magnetic logs since
					they could not see BVWir. |  Non-useful
                porosity occurs as tiny pores that do not connect to any other
                pores. They are almost invariably filled with immoveable water
                and do not contribute to useful reservoir volume or energy. Such
                pores occur in silt, volcanic rock fragments in sandstones, and
                in micritic, vuggy, or skeletal carbonates. The NMR may see some
                of this non-useful porosity; the jury is still out.
 
 
			
			 POROSITY INDICATING LOGS 
  There
                are numerous porosity indicating logs, as shown in the box at
                right, and many flavours of each, depending on the age, design,
                and logging environment. Generic analysis equations, based on
                the Log Response Equation, for each basic tool type are contained
                in this Chapter. They will work for almost all available tool
                types. There may be rare occasions when a customized analysis
                model might be required. 
 All the porosity models require some assumptions about such things
                as fluid type and matrix rock properties. With the exception of
                the resistivity log formula, used for analysis of ancient logs,
                the methods involve corrections for the effects of shale.
 
				Various methods are presented in other sections of this Handbook to calculate porosity from
                individual or combinations of two or more logs. Two-log combinations
                are termed crossplot methods, since the log data can be plotted
                on the X and Y axes of a graph.
                Three or more log combinations require solution by simultaneous
                equations, and are usually done on a computer. 
				Shale corrections are applied to porosity logs to determine effective
                porosity. Since shale contains some water, this water must be
				subtracted from the total porosity as measured by conventional
				logging tools. The mathematical method for finding shale volume
				is the same for all the shale distribution types, but the method
				for applying the shale correction to the porosity varies.  
				
                Correcting for shale is only half the battle. The other half is
                to correct for the mineral composition of the rocks. In most carbonate
                reservoirs, the lithology is usually reasonably well known from
                sample descriptions or can be determined from log response, so
                this step is relatively straightforward.
 This is not true in sandstones because the mineral makeup of the
                sand is NOT usually described in much detail. There is a universal
                trend to give sandstones the physical properties of pure quartz,
                but this is almost universally NOT appropriate. Most sandstones
                contain other minerals besides quartz, such as mica, volcanic rock fragments,
                calcite, dolomite, anhydrite, and ferrous minerals, as well as
                the shale and clay described above. All of these minerals have
                different log responses than quartz.
                If a sandstone is assumed to be pure quartz when it is not, the
                commonly used properties of quartz will provide a pessimistic
                porosity answer.
 
 Thus, authors and service company manuals that present quartz
                properties for “sandstone” are misleading their audience
                into believing these properties are constant. In more than 40
                years of petrophysical analysis, I have never seen a thin section
                or XRD report that gave an assay of 100% quartz in any petroleum
                reservoir. A 100% quartz sand is very rare. If anyone doubts this
                statement, look at the PEF curve. If it reads more than 1.8, you
                have “quartz plus other things” in your sandstone.
 
 There is a story (it may even be true) that reserves for the early
                North Sea discoveries were seriously underestimated because the
                mica in the sands was not accounted for properly. The engineers
                used density log porosity without correcting for the real matrix
                density. If true, good engineering practice would have undersized
                all the offshore equipment and early cash flow and rate of return
                on investment would have been significantly reduced. If the myth
                that sandstone is pure quartz is perpetuated, there will be more
                economic blunders of this type.
 
 To further confuse the uninitiated, many logs show data on a "porosity"
                scale. These log curves are transforms of some measured physical
                property to an approximate porosity based on some arbitrary parameters.
                Examples are density, neutron, or sonic porosity on so-called
                Sandstone, Limestone, or Dolomite porosity scales. Porosity as
                defined by these transforms is only directly useful if there is
                no shale, the scale matches the rock mineralogy. and there are
                no accessory minerals. Real reservoirs are rarely this simple.
                DO NOT use these porosity transforms without further analysis
                unless all the arbitrary assumptions used to create them match
                exactly the rock you are analyzing.
 
 Some people call these porosity curves an “interpretation”.
                They are not. They are merely a transform of the raw data to a
                more attractive scale. The difference between a transform and
                an interpretation is critical. Interpretation infers some intelligent
                thought went into creating and understanding the result. The service
                company running the log does not provide interpretations. YOU
                are the interpreter,
 
 There are endless cases where a transform to an inappropriate
                porosity scale has caused millions in losses due to poorly informed
                analysts who see “gas cross over” when there is no
                gas, or who read porosity directly from the transform and either
                seriously over estimate or under estimate reservoir effective
                porosity.
 
 In spite of these comments, a number of charts and tables in this
                Handbook show the word "sandstone'
                when they really should say "quartz". I have not edited
                the charts and tables taken from common sources, such as service
                company chart books, so the common usage of incorrect terminology
                is repeated even here.
 
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