please help with #6

5. Given the following permeability data from a core analysis report, calculate the average permeability of the reservoir. Depth, ft Permeability, md 3998-02 200 4002-04 130 4004-06 170 4006-08 4008-10 140 180 6. Discuss the relative permeability curves as function of saturation. 120 170 2 Z 10.27 2 (0.39 280 Depth (FE) permeabilitymo hi (ft) hiki hiln(ki) 3998 -82 - Yo02 207 4 800 21:19 4002-04-4004 260 7.73 4004-8-4006 340 400 6-108-4008 180 360 Yo08-20-4010 140 2 9.88 hi - upper limit of depth - lower limi box dejin Ave $12 -2.4 12010/= 408 61.46/5 4/2.3 = 4002-3998=4 Ft Geometric perm = 61.46 - 167. 68 hi ki = (hi) (ki) = (4)(200) perm hi ln (ki) = 4 ln (200)=21.19 i hiki 121 1770 Ehi 12 MD ave 1 12 etc... xaverage permeability of the reservoir : Kaug-nomo Kavga 2040 5. Given the following permeability data from a core analysis report, calculate the average permeability of the reservoir. Depth, ft Permeability, md 3998-02 200 4002-04 130 4004-06 170 4006-08 4008-10 140 180 6. Discuss the relative permeability curves as function of saturation. 120 170 2 Z 10.27 2 (0.39 280 Depth (FE) permeabilitymo hi (ft) hiki hiln(ki) 3998 -82 - Yo02 207 4 800 21:19 4002-04-4004 260 7.73 4004-8-4006 340 400 6-108-4008 180 360 Yo08-20-4010 140 2 9.88 hi - upper limit of depth - lower limi box dejin Ave $12 -2.4 12010/= 408 61.46/5 4/2.3 = 4002-3998=4 Ft Geometric perm = 61.46 - 167. 68 hi ki = (hi) (ki) = (4)(200) perm hi ln (ki) = 4 ln (200)=21.19 i hiki 121 1770 Ehi 12 MD ave 1 12 etc... xaverage permeability of the reservoir : Kaug-nomo Kavga 2040