Computed Tomography (CT) imaging has many applications outside the medical field. One such application in the field of environmental science is scanning sediment cores from coastal wetlands, a technique first demonstrated by Davey et al. (2011)1. The general goal is typically to quantify various soil/sediment components (particles, sand, water, roots) based on their densities; see sources citing Davey et al. (2011) for specific applications.
CT scanning produces large matrices of metadata-rich files with the .dcm extension. The extension is derived from data standard used in CT scanning, called Digital Imaging and Communications in Medicine (DICOM). The coreCT package is a small but powerful set of functions designed to streamline analysis of CT-scanned sediment cores, enabling rapid programmatic processing and synthesis of semi-processed DICOM images. ‘Semi-processed’ means that irrelevant parts of the images (PVC core tubes, etc.) have been masked out, and the only remaining data are for the actual sediment. coreCT builds on functionality in other packages, particulary the oro.dicom package (Whitcher et al. 2011)2 for reading DICOM images and spatial analysis tools in the raster and igraph packages.
Key features of coreCT include:
This vignette introduces basic usage of the coreCT functions.
core_426 sample dataset included with coreCT includes three DICOM images from a CT-scanned sediment core. Each image represents a 0.625 mm depth interval, so this dataset is very small and only useful for demonstration purposes.
We’ll use this provided dataset to demonstrate how the basic functions ,
rootSize work. The latter two functions work with a matrix of DICOM images already in the working environment, but coreCT also includes wrapper functions
rootSizeDir that are more flexible, operating on a directory of raw .dcm files and determining inputs like voxel volumes and slice thicknesses by automatically extracting metadata. These wrapper functions load the DICOM images, extract relevant metadata, and analyze the images for components and root characteristics.
Using the basic functions requires some initial work to extract metadata and convert the raw values to Hounsfield Units, the standard units for CT output.
This can be done more easily with coreCT::convDir, which automatically extracts DICOM metadata associated with pixel dimensions and converts raw values to Hounsfield Units:
materials <- convertDir("core_426", rootData = FALSE) plot(-depth ~ peat.cm3, data = materials, xlab = "Peat volume (cm3; per slice)", ylab = "Depth (cm)")
The conversion from Hounsfield Units to particle densities is done using calibration rods of known density analyzed with the sediment core. Reasonable default values are provided for four calibrants following Davey et al. (2011): air, water, colloidal silica, and glass. These values are used to define thresholds between soil components. These thresholds, and the distribution of values in the whole data series, can be visualized and returned by
##  "histData" "splits" "calCurve"
## material lower upper ## 1 air -1025 -818 ## 2 RR -818 86 ## 3 water 86 114 ## 4 peat 114 369 ## 5 particles 369 750 ## 6 sand 750 1342 ## 7 rock_shell 1342 3045
convert uses these calibration data to classify voxels into material classes and then calculate four quantities for each of the seven material classes, for each image: (1) average Hounsfield units, (2) total 2D surface area (\(cm^2\)), (3) volume (\(cm^3\)), and (4) mass (g).
The 2D surface area (\(cm^2\)) is calculated as simply the number of pixels in each class, multiplied by the pixel area. Multiplying 2D surface area by the image thickness provides the volume of each component (reported in \(cm^3\)). The relationship between calibration rod Hounsfield units and particle densities is then applied to estimate component masses, by multiplying each voxel’s bulk density by its volume (\(g.cm^3 * cm^3 = g\)).
Root characteristics are calculated by the
getRoots function, which also has a wrapper function
getRootsDir that operates on a directory of raw DICOM images.
By default, root characteristics are calculated when
convertDir is used, but if root data aren’t of interest or a separate set of DICOM images is being used to quantify roots, time can be saved by including
rootData = FALSE as an argument to
Conversely, root characteristics can be analyzed without quantifying sediment composition. This uses the
getRoots function and its metadata-scraping wrapper function,
rootChars <- getRootsDir("core_426", diameter.classes = c(1, 2.5, 10)) plot(-depth ~ structures, data = rootChars, xlab = "Root structures (per slice)", ylab = "Depth (cm)")
Version 1.3.0 marked a major update to the classification approach used in this package. The package initially set out to directly replicate Earl Davey’s manual classification method. In Davey’s original approach, four calibration rods are used, and the divisions between sediment material classes are determined by the Hounsfield Unit values of the calibration rods themselves. As of coreCT version 1.3.0, the calibration curve can be populated by more than four calibrants. The user provides the calibration rod mean values as a vector (rather than individually), the calibration rod standard deviations also as a vector, as well as the density thresholds to be used in partitioning sediment components. The user should, however, still include the original four calibration rods (air, water, 34% Si, and glass). This modification was made in part to simply allow the user to add more calibrants, perhaps including an ethanol calibration rod (density 0.8) to fill in the large gap in the calibration curve between 0.0012 g/cm3 (air) and 1.0 g/cm3 (water).
Another major change in coreCT version 1.3.0 was that the divisions between sediment components are defined based on density divisions rather than cal rod values. This change was in response to the realization that not all glass rods have the same density as the 2.2 g/cm3 rods used in the original Davey et al. 2011 study. The new approach instead starts from Davey et al.’s density thresholds (0.0012, 1, 1.23, and 2.2 g/cm3). The corresponding Hounsfield Unit values are estimated from those densities using the calibration curve data. The standard deviation of the calibration rod nearest to each density threshold is used to define upper and lower bounds for the material classes.
The original Davey method is preserved in deprecated functions included in the package - conv, convDir, rootSize, and rootSizeDir. But these functions will not be maintained and are superceded by convert, convertDir, getRoots, and getRootsDir.
Davey, E., C. Wigand, R. Johnson, K. Sundberg, J. Morris, and C. Roman. 2011. Use of computed tomography imaging for quantifying coarse roots, rhizomes, peat, and particle densities in marsh soils. Ecological Applications 21(6): 2156-2171. (link to manuscript)↩
Whitcher, B., V. J. Schmid and A. Thornton. 2011. Working with the DICOM and NIfTI Data Standards in R. Journal of Statistical Software 44(6): 1-28. (link)↩