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					 Water Saturation From The Porosity Water Saturation Product A handy rule of thumb can be used to estimate water saturation
                in many zones. The rule is based on the observation that the product
                of porosity and water saturation is constant for a particular
                	rock type, which is confirmed by core analysis studies. We therefore
                do not require knowledge of water resistivity, which is one of
                the most difficult interpretation parameters to find.
 
 The concept was originally developed by R. S. Buckles,
					published as "Correlating and Averaging (ornate Water
					Saturation Data", presented at the 16th Annual Technical
					Meeting, P&NG Division, CIMM, Calgary, May, 1965.
 
 The
			technique is often called the "Buckles' Number" method, where
					Buckles' Number is the product of porosity and irreducible
					water saturation. In his original paper,
			Buckles proposed that SW = Constant / Porosity. In this Handbook, we
			have named the constant KBUCKL and extended the model to shaly sands
			by adding a (1 - Vsh) term. In shaly sands the KBUCKL is held
			constant at the value for a relatively clean sand and the shale term
			effectively varies KBUCKL in proportion to the shaliness.
 From
			capillary pressure data:1: KBUCKL = AVG (PHIcore * SWmin)
 
 OR from log analysis data:
 2: KBUCKL = AVG (PHIe * SWa)
 
 Averages should be taken over intervals with constant rock type
			(pore geometry / grain size and sorting). In the log analysis cae,
			some assurance that SWa = SWir is required (eg. clean oil or gas
			production with little water).
 
 
 
  Constant KBUCKL
			lines form hyperbolic lines on a porosity vs irreducible
 water
			saturation crossplot. Permeability usually varies with both PHIe and                 SWir, shown by diagonal lines on this plot.
 Where:KBUCKL = Buckles' Number (unitless)
 SWmin = minimum water saturation on a core plug with porosity PHIcore
			(fractional)
 SWa = Archie water saturation in a relatively clean zone with porosity
			PHIe (fractional)
 For
			equation 2 to give reasonable results, the zone must be known or
			presumed to produce hydrocarbons with little or no water cut on
			initial completion. KBUCKL will vary with changes in grain size,
			sorting, and overall pore geometry, so a particular value is often
			associated with a particular rock type.
 A
			table of porosity - water saturation products (KBUCKL values) is
			listed below in the Recommended Parameters section. Your
                own data should be added to the table shown later on this page. Such data can be found
                in technical publications and trade journals, from good log analyses
                where RW is known, as well as from special core studies (capillary
                pressure curves).
 
			Buckles' Number, porosity, irreducible water saturation, and
			permeability are intimately linked by the texture and pore geometry
			of the rocks, as shown in the crossplot given above. The
                relationship to use to calculate water saturation is:3: IF PHIe <= 0.0
 4: OR IF Vsh >= 0.9
 5: OR IF FLUID$ = “WET”
 6: THEN SWp = 1.0
 7: OTHERWISE SWp = KBUCKL / PHIe / (1 - Vsh)
 In all cases:
 8: SWir = MIN (1, SWa, SWp)
 Where:PHIe = effective porosity (fractional)
 KBUCKL = porosity saturation product (fractional)
 SWa = actual water saturation from Archie-type log analysis (fractional)
 SWp = water saturation from porosity saturation product (fractional)
 Vsh = shale volume (fractional)
 
				
					
			 COMMENTS: Use this method when RW is unknown and zone is KNOWN to be hydrocarbon
                bearing.
 Do
                not use in water zones. The
                product of porosity and water saturation, PHI * SW, in many rocks
                is a constant, and the product is called Buckles' Number,
                after the man who first described this factor. KBUCKL
                is found in a clean hydrocarbon bearing zone with a known RW and
                is used in other zones of similar rock types where RW is unknown. 
				 It
                can also be found by plotting core porosity vs wetting phase saturation
                at an arbitrary capillary pressure from special core analysis
                data. If
                regression is used to determine SW from PHI, the relationship
                is usually hyperbolic (KBUCKL = constant) or a skewed hyperbola
                (KBUCKL varies with porosity). The
                shale term has been added by the author to raise KBUCKL and SWp,
                automatically for the finer grained nature of shaly sands. 
				Water saturation from porosity-saturation
				product (Buckles
                Method)
  
				Hydrocarbon zones with water saturation (SWa)
				above irreducible saturation (SWir) will produce some water
				along with hydrocarbons. This can occur in transition zones
				between the oil and water leg, or after water influx into a
				reservoir due to production of oil or gas. 
				  
					
					
					
					
					
			 PARAMETERS: 
					Sandstones                  Carbonates              KBUCKL 
					 Very
					fine grain            Chalky                          0.120 
					 Fine
					grain                   Cryptocrystalline          0.060 
					 Medium
					grain              Intercrystalline             0.040 
					 Coarse
					grain               Sucrosic                      0.020 
					 Conglomerate             Fine vuggy                   0.010 
					 Unconsolidated           Coarse vuggy               0.005 
					 Fractured                    Fractured                    
					0.001 
					Gas Shale                                                    
					0.009 - 0.025
 Use these
					parameters only if no other source exists.
 
  NUMERICAL
                EXAMPLE: 1. For example, if a deep vuggy carbonate has a porosity of 0.10
                (10%) and a PHIxSW product of 0.005, then:
 SWp = 0.005 / 0.10 = 0.05 (5%)
 2.
                Assume sands as follows: 
                
                  |  | Sand
                    A | Sand
                    B | Sand
                    C | Sand
                    D |  
                  | PHIxSW | 0.04 | 0.06 | 0.06 | 0.08 |  
                  | PHIe | 0.36 | 0.23 | 0.30 | 0.08 |  
                  | SWp | 0.11 | 0.26 | 0.20 | 1.00 |    |