GRANULOMETRIC DETERMINATION OF SEDIMENTARY ROCK PARTICLE ROUNDNESS (original) (raw)

In-situ computation of granulometries of sedimentary grains-some preliminary results

2011

In-situ computation of granulometries of sedimentary grains-some preliminary results, SI 64 (Proceedings of the 11th International Coastal Symposium), pgpg. Szczecin, Poland, ISSN 0749-0208 An approach mainly based on mathematical morphology operators to compute the size distribution of the grains of sedimentary samples in-situ is presented in this paper. The methodology consists of the application of the concept of max-tree for a fast computation of the morphological openings that are capable of simulating the sieving process.Its validity is given by the high similarity of the granulometric curves computed on standard samples of sand with those obtained from the application of standard sieving procedures. Although this study presents preliminary results it already illustrates the vast capability of the method to compute the full size distribution curve rather than only the average size on images collected in-situ.

Adjustment coefficients for planimetric analysis of the granulometry of coarse-grained sediments

Geologos, 2011

The relationship between results from granulometric analyses of by sieving and by planimetry was investigated by numerical simulation of cubes filled with boulders, cobbles and pebbles. Cross-sections through the sediment were simulated and compared with photos of an actual outcrop wall. Volumes estimated on the basis of planimetric analysis using the cross-sections were compared with sieve analyses, thus allowing to determine adjustment coefficients. The coefficients for pebbles and cobbles have a small standard error, but are larger for boulders, which might be a consequence of too small areas formed by the cross-sections.

Particle Shape Quantities and Measurement Tecniques - A review

Electronic Journal of Geotechnical Engineering

It has been shown in the early 20th century that particle shape has an influence on geotechnical properties. Even if this is known, there has been only minor progress in explaining the processes behind its performance and has only partly implemented in practical geotechnical analysis. This literature review covers different methods and techniques used to determine the geometrical shape of the particles. Particle shape could be classifying in three categories; sphericity - the overall particle shape and similitude with a sphere, roundness - the description of the particle’s corners and roughness - the surface texture of the particle. The categories are scale dependent and the major scale is to sphericity while the minor belongs to roughness. The overview has shown that there is no agreement on the usage of the descriptors and is not clear which descriptor is the best. One problem has been in a large scale classify shape properties. Image analysis seems according to the review to be a...

Automatic computation of pebble roundness using digital imagery and discrete geometry

The shape of sedimentary particles is an important property, from which geographical hypotheses related to abrasion, distance of transport, river behavior, etc. can be formulated. In this paper, we use digital image analysis, especially discrete geometry, to automatically compute some shape parameters such as roundness, i.e. a measure of how much the corners and edges of a particle have been worn away.

Multiscale Roughness Analysis of Particles: Application to the Classification of Detrital Sediments

Mathematical Geology, 2003

The shape of detrital quartz grains, mainly acquired under the effect of mechanical transport agents, has been observed and described for a long time by sedimentologists. The roughness of these grains is recognized as an important parameter for analyzing sediments, but to quantify this parameter with a discriminant measure can be difficult. By using the concept of multiresolution analysis and the wavelet formalism, we develop a roughness descriptor for particles, possessing multiscale analysis capabilities. It allows analyses of wear and erosion phenomena acting on particles by decomposing the information on the shape into different resolution levels, each level corresponding to a different scale. Thus it becomes possible to differentiate coarse roughness from finer roughness of a grain's outline. This descriptor is invariant under affine geometric transformation and can therefore be used to compare sands stemming from a wide range of natural environments. An application to the analysis and the classification of detrital sediments, along with a comparison with Fourier and fractal grain shape analysis, illustrates the performance of the method.

The influence of bulk shape factors on settling velocities of natural sand-sized sedimentary suites

Sedimentology, 1989

Settling rates of natural sand-size particles are influenced, to some extent, by their shapes and this may be an important factor in using settling rates to estimate grain size. In order to gauge the sensitivity of this influence, two natural sand populations from the Mesozoic Nubian Sandstones of Southern Israel, with a high probability of being similar in their bulk shape characteristics, were examined in r#J sieved fractions for their shape characteristics and settling rates. Fine surface features (roundness and surface roughness) were evaluated using Fourier shape analytical methods. Significant differences in bulk shape were detected and their influence on settling rates was measured empirically in a settling tube. The most marked differences were in the coarse grain sizes and, to a lesser extent, in the intermediate sizes. Sampling of raw settling data at closely-spaced time intervals yielded high-resolution grain size frequency plots which were usually polymodal in nature. Sub& shape contrasts, which are an important influence on settling rates, are thus an important consideration when working at this level of sensitivity. Natural sand populations which have followed a more varied provenance or process pathway could be expected to have even greater contrasts in settling rates than the samples analysed here. Thus it is recommended that the bulk shape factor should be taken into account in order to minimize errors in the conversion of settling times to grain size. An easy method, outlined in this paper, is through the establishment of an empirically derived calibration curve for each individual suite of sand undergoing analysis. Sieved a r#J samples, derived from a split of the total composite sample undergoing analysis, forms the basis of the calibration and hence a correction factor converting sieve diameters to true diameters must be applied. In this research, nominal section diameters were obtained optically through an image analyser.

Shape and erosion of pebbles

Physical Review E, 2007

The shapes of flat pebbles may be characterized in terms of the statistical distribution of curvatures measured along their contours. We illustrate this new method for clay pebbles eroded in a controlled laboratory apparatus, and also for naturally-occurring rip-up clasts formed and eroded in the Mont St.-Michel bay. We find that the curvature distribution allows finer discrimination than traditional measures of aspect ratios. Furthermore, it connects to the microscopic action of erosion processes that are typically faster at protruding regions of high curvature. We discuss in detail how the curvature may be reliable deduced from digital photographs.

Size and Shape Analysis of Sedimentary Grains by Automated Dynamic Image Analysis

Particle & Particle Systems Characterization, 2006

... Daisy Tysmans*, Philippe Claeys**, Luc Deriemaeker***, Dominique Maes****, Robert Finsy***, Marc Van Molle* ... particle by particle, using comparison charts and defining an axis-ratio in two or three dimensions or by combining axis-ratios, eg, Zingg's classification (Griffiths [1 ...

A new approach to particle shape classification of granular materials

Transportation Geotechnics, 2019

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Evaluation of gravel sphericity and roundness based on surface-area measurement with a laser scanner

Computers & Geosciences, 2005

Sphericity and roundness have been employed in sedimentological and geomorphological studies to represent the gross shape of a gravel particle. The original complex definitions of gravel sphericity and roundness led to the use of visual charts or simplified parameters. Although the accurate derivation of sphericity requires the surface area of a gravel particle, manual measurement of the area is extremely difficult. To obtain the surface area and to calculate sphericity based on the original definition, 3D digital models of gravel particles were constructed using a laser scanner. The scanned gravel samples, collected from a riverbed in central Japan, include various shapes from angular to well-rounded. The obtained true sphericity values show an unexpectedly high correlation with Krumbein's roundness, despite that sphericity and roundness have been regarded as different concepts. Such a high correlation may reduce the value of one of the parameters. As a spherical particle of gravel rarely occurs in nature, a new parameter, a modification of the true sphericity, is proposed to express the deviation of gravel shape from an ellipsoid with given axis lengths. The parameter has a very weak correlation with roundness and gravel size, suggesting its independence and potential usefulness. The surface area data also permit the estimation of gravel roundness without using a visual chart.