Dario Grana

Seismic Reservoir Modeling


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S‐wave velocity and the variable Y could represent P‐wave velocity. If a direct measurement of P‐wave velocity is available, we can compute the posterior probability distribution of S‐wave velocity conditioned on the P‐wave velocity measurement. The prior distribution is assumed to be unimodal with relatively large variance. By integrating the likelihood function, we reduce the uncertainty in the posterior distribution.

      The covariance is a measure of the linear dependence between two random variables. The covariance of a random variable with itself is equal to the variance of the variable. Therefore, sigma Subscript upper X comma upper X Baseline equals sigma Subscript upper X Superscript 2 and sigma Subscript upper Y comma upper Y Baseline equals sigma Subscript upper Y Superscript 2. The information associated with the variability of the joint random variable is generally summarized in the covariance matrix X,Y:

      (1.27)bold sigma-summation Underscript upper X comma upper Y Endscripts equals Start 2 By 2 Matrix 1st Row 1st Column sigma Subscript upper X Superscript 2 Baseline 2nd Column sigma Subscript upper X comma upper Y Baseline 2nd Row 1st Column sigma Subscript upper Y comma upper X Baseline 2nd Column sigma Subscript upper Y Superscript 2 Baseline EndMatrix comma

      We then introduce the linear correlation coefficient ρX,Y of two random variables X and Y, which is defined as the covariance normalized by the product of the standard deviations of the two random variables:

      (1.28)rho Subscript upper X comma upper Y Baseline equals StartFraction sigma Subscript upper X comma upper Y Baseline Over sigma Subscript upper X Baseline sigma Subscript upper Y Baseline EndFraction period

      If two random variables are independent, i.e. fX,Y(x, y) = fX(x)fY(y), then X and Y are uncorrelated. However, the opposite is not necessarily true. Indeed, the correlation coefficient is a measure of linear correlation; therefore, if two random variables are uncorrelated, then there is no linear relation between the two properties, but it does not necessarily mean that the two variables are independent. For example, if Y = X2, and X takes positive and negative values, then the correlation coefficient is close to 0, but yet Y depends deterministically on X through the quadratic relation (Figure 1.6), and the two variables are not independent.

      Different probability mass and density functions can be used for discrete and continuous random variables, respectively. For parametric distributions, the function is completely defined by a limited number of parameters (e.g. mean and variance). In this section, we review the most common probability mass and density functions. Probability mass functions are commonly used in geoscience problems for discrete random variables such as facies or rock types, whereas PDFs are used for continuous properties such as porosity, fluid saturations, density, P‐wave and S‐wave velocity. Some applications in earth sciences include mixed discrete–continuous problems with both discrete and continuous random variables.

      

      1.4.1 Bernoulli Distribution