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					 Shale Content from Sonic Crossplot Separation between the density and neutron logs is a common
                      method for calculating shale content because the two logs
                      are often recorded simultaneously on one log. Thus, this
                      approach is easy to use. The sonic density combination is
			also practical, since the separation in porosity units, is also
			proportional to shale content (as well as mineral effects).
 The response equations used are analogous to those for the
                      density neutron example, and are not repeated here (see
                      Sections 6.08 and 6.10 for details). However, the two curves
                      are seldom presented on one log, so visual or manual methods
                      are seldom seen. Neutron
                      sonic separation is not useful, as the separation is not
                      usually a function of shale content. For
                      the sonic density shale calculation, perform the following
                      steps. Reconstitute
                      density data from density porosity log.1: DENS = PHID * KD1 + (1 - PHID) *
					KD2
 
 Where:
 KD1 = 1.00 gm/cc English units   1000 kg/m3 Metric Units
 KD2 = 2.65 gm/cc English units   2650 kg/m3 Metric Units
 Calculate
                      density porosity for desired matrix and fluid values.2: PHIDm = (DENSMA - DENS) / (DENSMA - DENSW)
 Calculate
                      density offset for this matrix and fluid.3: D = PHIDm - PHID
 Adjust
                      shale value for offset.4: PHIDSHm = PHIDSH + D
 Calculate
                      compaction correction for sonic data.5: KCP = max (1, CDTSH / KS3
 
 Where:  KS3 = 100 for English units, 328 for Metric
					units
 Calculate
                      sonic log total porosity.6: PHIS = (DTC - DTCMA) / (DTCW - DTCMA) / KCP
 
                      Calculate sonic log shale porosity.7: PHISSH = (DTCSH - DTCMA) / (DTCW - DTCMA) / KCP
 Calculate
                      shale content from density sonic crossplot.8: VSHxsd = (PHIS - PHIDm) / (PHISSH - PHIDSHm)
 9:  VSHxsd = Min(1, Max(0, VSHxsd))
 Where:CDTSH = shale travel time for compaction correction (usec/ft or usec/m)
 KCP = compaction correction (fractional)
 D = density log offset (fractional)
 DTC = sonic log reading (usec/ft or usec/m)
 DTCMA = sonic travel time in matrix (usec/ft or usec/m)
 DTCSH = sonic travel time in shale (usec/ft or usec/m)
 DTCW = sonic travel time in water (usec/ft or usec/m)
 DENS = density log reading (kg/m3 or gm/cc)
 DENSMA = matrix density (kg/m3 or gm/cc)
 DENSW = fluid density (kg/m3 or gm/cc)
 PHID = density log reading (fractional)
 PHIDm = density log reading corrected for matrix offset
                      (fractional)
 PHIDSH = apparent density porosity in shale (fractional)
 PHIDSHm = density log reading in 100% shale corrected for
                      matrix offset (fractional)
 PHISSH = apparent sonic porosity in shale (fractional)
 PHIS = total porosity derived from sonic log (fractional)
 VSHxssd = shale volume from sonic density crossplot (fractional)
 
					
					 COMMENTS: This is the least accurate shale volume method
                      in shallow shaly sands.
 The
                      sonic density crossplot method is useful in radioactive
                      sands, but not appropriate in carbonates. It may work in
                      gas zones if invasion is very shallow, but it is not recommended.   
			
			
			
			
			 "Q" METHOD (OBSOLETE) An
                      alternative method using sonic density data was used when
                      the density log was first introduced in the 1960’s. 
			It is the same as the standard sonic density model, but assumes that
			PHIDSH =0.00 and PHISSH = PHIS. This is seldom true, so the model
			should not be used.
 The formula is:9: VSHq = Q = (PHIS - PHID) / PHIS
 10:  VSHq = Min(1, Max(0, VSHq))
 The
                      Q method is obsolete, yet some examples exist in technical
                      papers or well files and may still be used in some computer
                      programs in local areas.  RECOMMENDED
                      PARAMETERS:Range        Default
 PHIDSH -                 0.03 to +0.10       0.00
 DELTSH (English)       75 to 140          100
 DELTSH (Metric)        225 to 460          328
 NUMERICAL
                      EXAMPLE:1. Data from Sand "D" of Classic Example 1:
 Metric units:
 PHID = 0.12
 PHIDSH = 0.03
 DTC = 300 usec/m
 DTCSH = 328 usec/m
 DTCW = 616 usc/m
 DTCMA = 182 usec/m (sandstone)
 DENSMA = 2650 kg/m3 (no matrix offset)
 
                        KCP = 328 / (100 + 228) = 1.0PHIS = (300 - 182) / (616 - 182) / 1.0 = 0.27
 PHISSH = (328 - 182) / (616 - 182) / 1.0 = 0.34
 VSHxsd = (0.27 - 0.12) / (0.34 - 0.03) = 0.48
 VSHq = Q = (0.27 - 0.12) / (0.27) = 0.55
   2.
                      Equivalent English units example:PHID = 0.12
 PHIDSH = 0.03
 DTC = 91 usec/ft
 DTCSH = 100 usec/ft
 DTCW = 189 usec/ft
 DTCMA = 55.5 usec/ft
 
                        KCP = 100 / (100) = 1.0PHIS = (91 - 55.5) / (189 - 55.5) / 1.0 = 0.27
 PHISSH = (100 - 55.5) / (189 - 55.5) / 1.0 = 0.34
 VSHxt = (0.27 - 0.12) / (0.34 - 0.03) = 0.48
 VSHq = Q = (0.27 - 0.12) / (0.27) = 0.55
 
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