Question
Asked 26th Mar, 2020
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How vertical range could be larger than horizontal range in variogram?

I am an Economic Geologist and it is couple of months I tried to improve my knowledge in geostatistics. I used drill holes data of a porphyry Cu-Mo prospect to understand its spatial continuity. Calculating horizontal variogram represent omnidirectional variogram with range of 75 m explain the best spatial continuity. However, at the same time vertical variography also shows spatial continuity with range of 100 m. As I know horizontal ranges are usually larger than vertical ranges. Drill holes spread in a 750 m to 350 m rectangular area and the deepest hole is 400 m in depth. Could the larger range in vertical direction be the result of more samples along the Z axis and the longer depth of the drill hole than the X and Y dimension? In this case, can I just use omnidirectional variogram range for Kriging?
Many thanks.

All Answers (3)

Donald Myers
The University of Arizona
You apparently have a "zonal" anisotropy not a geometric anisotropy. Most geostatistics software packages do not include zonal anisotropy.
The problem may be the result of using the wrong software
You will find some discussion of zonal anisotropies in "Mining Geostatistics" but the model they use is not valid or using it incorrectly
2008 Myers, D.E.Anisotropic radial basis functions International J. of Pure and Applied Mathematics 42, 197-203
1990, D.E. Myers and A. Journel, Variograms with Zonal Anisotropies and Non- Invertible Kriging Systems Mathematical Geology 22, 779-785
Professor Donald Myers,
Thanks for your helpful answer and references. I should read both of them to better understand zonal and geometric anisotropy. I used SGEMS and Datamine Studio in which both of them had same results.
Dharmendra Singh
Haryana Space Applications Centre

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As we know erratic and unstable shape of variograms could be caused by different reasons such as incorrectly chosen lag and/or directional tolerance, the complex geometry of orebody, strongly skewed distribution, containing outliers, preferential sampling from the high grade ore, proportional effect, etc. Between all those reasons outlier values are the main causes of instability of the variogram. Noisy variogram shows less structure and fitting a theoretical model on it is very difficult. Therefore, different procedures developed to mitigate the noisy behavior of variograms including using correlogram, pairwise relative variogram, and transforming the data to a normal standard distribution (µ=0 and σ2=1). Between these techniques the normal score transformation is the best alternative to measure the spatial continuity. However, the variogram of normal score could be used in Gaussian techniques such as Sequential Gaussian Simulation but it cannot be used directly in the ordinary kriging or other types of kriging. Therefore, it is necessary to back-transform the variogram model to the original unit. There are two techniques to back-transform the normal score variogram model to original unit, known as Monte Carlo Simulation and Hermite polynomials. These back-transformation techniques are available in some software packages like Leapfrog and Geovariances but in software that is available for me, Datamine Studio RM, I did not find any of these two techniques.
Instead of back-transforming the normal score variogram model I used the normal score data as well as normal score variogram model to estimate the variable in unsampled locations. Then I back-transformed the estimated distribution to original unit by using the original data distribution and its corresponding normal score data. I am not sure if this procedure is correct. I appreciate if I can get any comment.
Workflow for estimation using normal score data and back-transform it to original unit is presented in the attached picture.

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