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Thread: developing saturation height function

  1. #1

    Question developing saturation height function

    Hi everyone,
    I got some questions and hope you can help me.
    In developing saturation height function (SHF) from capillary pressure, if I got mercury and centrifuge capillary pressure data should I change the mercury to equivalent water-brine first (if yes how?) then I convert all data to reservoir conditions.
    Also, if I am using J-Leverett function in normalizing the data, j=a*(Sw-Swirr)^b, I got the constants (a and b) from regression. Then I found many versions of saturation equation, some of them with logs, exponential, permeability, porosity ... how to decide which one to use? I could not find a book or a paper explaining the step by step of developing SHF if anyone can help I will really be thankful

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  3. #2

    Re: developing saturation height function

    anyone has an idea about SHF please do share

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  5. #3

    Re: developing saturation height function

    Try with this SPE paper: 151602

  6. #4

    Re: developing saturation height function

    1. Assuming you have a function of lab measured capillary pressure as a function of water saturation and permeability Pc = Fn(Sw, K)

    Depending on how you measured the capillary pressure, you first need to convert to equivalent reservoir conditions -> Pc(Res) = Pc(lab) X SigmaCos(Theta)Res/SigmaCos(Theta)Lab

    Lab Conditions Interfacial tension x Cos(Contact Angle) aka Sigma Cos(Theta)
    Air-Water 72
    Oil-Water 42
    Air-Mercury 367
    Air-Oil 24

    Reservoir Conditions
    Water-Oil 26
    Water-Gas 50

    So, if your capillary pressure function is lab measured Air-Mercury test, and you have a Water oil reservoir system, the first conversion is;

    Pc(Res) = Pc(lab) X 26 / 367

    Then, to convert this reservoir pressure to a hydrocarbon column height you do the following;
    h (ft) = Pc(res)/((Rho Water - Rho Hydrocarbon) x 0.433) Rho is in SG

    You now have transformed your lab capillary pressure function into a saturation height function;
    h = fn(Sw, K)

    Rearrange to get Sw = fn(h, K) (Where h = height above free water level)

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