This vignette teaches you how to retrieve the mean direction of stress datasets.
Directional data is \(\pi\)-periodical. Thus, for the calculation
of mean, the average of 35 and 355\(^{\circ}\) should be 15 instead of 195\(^{\circ}\). tectonicr
provides the circular mean (circular_mean()
) and the
quasi-median (circular_median()
) as metrics to describe
average direction:
Because the stress data is heteroscedastic, the data with less precise direction should have less impact on the final mean direction The weighted mean or quasi-median uses the reported measurements weighted by the inverse of the uncertainties:
circular_mean(san_andreas$azi, 1 / san_andreas$unc)
#> [1] 9.98401
circular_median(san_andreas$azi, 1 / san_andreas$unc)
#> [1] 35.62501
The spread of directional data can be expressed by the standard deviation (for the mean) or the quasi-interquartile range (for the median):
NOTE: Because the \(\sigma_{SHmax}\) orientations are subjected to angular distortions in the geographical coordinate system, it is recommended to express statistical parameters using the transformed orientations of the PoR reference frame.
data("cpm_models")
por <- subset(cpm_models, model == "NNR-MORVEL56") |>
equivalent_rotation("na", "pa")
san_andreas.por <- PoR_shmax(san_andreas, por, type = "right")
circular_mean(san_andreas.por$azi.PoR, 1 / san_andreas$unc)
#> [1] 137.996
circular_sd(san_andreas.por$azi.PoR, 1 / san_andreas$unc)
#> [1] 18.671
circular_median(san_andreas.por$azi.PoR, 1 / san_andreas$unc)
#> [1] 135.6499
circular_IQR(san_andreas.por$azi.PoR, 1 / san_andreas$unc)
#> [1] 25.93367
The collected summary statistics can be quickly obtained by
circular_summary()
:
circular_summary(san_andreas.por$azi.PoR, 1 / san_andreas$unc, kappa = 10)
#> n mean sd var 25% quasi-median
#> 1126.0000000 137.9960403 18.6710044 0.1913452 123.4943787 135.6498736
#> 75% median mode 95%CI skewness kurtosis
#> 149.4280453 137.4843360 135.3515625 2.0957355 -0.3386996 2.7427489
#> R
#> 0.8086548
The summary statistics additionally include the circular quasi-quantiles, the variance, the skewness, the kurtosis, the mode, the 95% confidence angle, and the mean resultant length (R).
tectonicr provides a rose diagram, i.e. histogram for angular data.
rose(san_andreas$azi,
weights = 1 / san_andreas$unc, main = "North pole",
dots = TRUE, stack = TRUE, dot_cex = 0.5, dot_pch = 21
)
# add the density curve
plot_density(san_andreas$azi, kappa = 10, col = "#51127CFF", shrink = 1.5)
The diagram shows the uncertainty-weighted frequencies (equal area rose fans), the von Mises density distribution (blue curve), and the circular mean (red line) incl. its 95% confidence interval (transparent red).
Showing the distribution of the transformed data gives the better representation of the angle distribution as there is no angle distortion due to the arbitrarily chosen geographic coordinate system.
rose(san_andreas.por$azi,
weights = 1 / san_andreas$unc, main = "PoR",
dots = TRUE, stack = TRUE, dot_cex = 0.5, dot_pch = 21
)
plot_density(san_andreas.por$azi, kappa = 10, col = "#51127CFF", shrink = 1.5)
# show the predicted direction
rose_line(135, radius = 1.1, col = "#FB8861FF")
The green line shows the predicted direction.
The (linearised) circular QQ-Plot (circular_qqplot()
)
can be used to visually assess whether our stress sample is drawn from
an uniform distribution or has a preferred orientation.
Our data clearly deviates from the diagonal line, indicating the data is not randomly distributed and has a strong preferred orientation around the 50% quantile.
Uniformly distributed orientation can be described by the von Mises distribution (Mardia and Jupp, 1999). If the directions are distributed randomly can be tested with the Rayleigh Test:
rayleigh_test(san_andreas.por$azi.PoR)
#> Reject Null Hypothesis
#> $R
#> [1] 0.7118209
#>
#> $statistic
#> [1] 570.5317
#>
#> $p.value
#> [1] 1.664245e-248
Here, the test rejects the Null Hypothesis
(statistic > p.value
). Thus the \(\sigma_{SHmax}\) directions have a
preferred orientation.
Alternative statistical tests for circular uniformity are
kuiper_test()
and watson_test()
. Read
help()
for more details…
Assuming a von Mises Distribution (circular normal distribution) of the orientation data, a \((1-\alpha \%)/100\) confidence interval can be calculated (Mardia and Jupp, 1999):
confidence_interval(san_andreas.por$azi.PoR, conf.level = 0.95, w = 1 / san_andreas$unc)
#> $mu
#> [1] 137.996
#>
#> $conf.angle
#> [1] 3.835084
#>
#> $conf.interval
#> [1] 134.1610 141.8311
The prediction for the \(\sigma_{SHmax}\) orientation is \(135^{\circ}\). Since the prediction lies within the confidence interval, it can be concluded with 95% confidence that the orientations follow the predicted trend of \(\sigma_{SHmax}\).
The (weighted) circular dispersion of the orientation angles around the prediction is another way of assessing the significance of a normal distribution around a specified direction. It can be measured by:
The value of the dispersion ranges between 0 and 2.
The standard error and the confidence interval of the calculated circular dispersion can be estimated by bootstrapping via:
circular_dispersion_boot(san_andreas.por$azi.PoR, y = 135, w = 1 / san_andreas$unc, R = 1000)
#> $MLE
#> [1] 0.1914726
#>
#> $sde
#> [1] 0.009801708
#>
#> $CI
#> [1] 0.1730687 0.2123868
The statistical test for the goodness-of-fit is the (weighted) Rayleigh Test with a specified mean direction (here the predicted direction of \(135^{\circ}\):
weighted_rayleigh(san_andreas.por$azi.PoR, mu = 135, w = 1 / san_andreas$unc)
#> Reject Null Hypothesis
#> $C
#> [1] 0.8042366
#>
#> $statistic
#> [1] 38.16524
#>
#> $p.value
#> [1] 3.589557e-315
Here, the Null Hypothesis is rejected, and thus, the alternative, that is a uniform distribution around the predicted direction, cannot be excluded.
Mardia, K. V., and Jupp, P. E. (Eds.). (1999). “Directional Statistics” Hoboken, NJ, USA: John Wiley & Sons, Inc. doi: 10.1002/9780470316979.
Ziegler, Moritz O., and Oliver Heidbach. 2017. “Manual of the Matlab Script Stress2Grid” GFZ German Research Centre for Geosciences; World Stress Map Technical Report 17-02. doi: 10.5880/wsm.2017.002.