Methodological Aspects of Studying Soil Erodibility Using Washout Technique

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Abstract

The experimental assessment of soil erodibility using the methodology of washing out model samples with a water stream at different installations (hydraulic flume, jet unit, and water tunnel) that were carried out earlier, usually produced a high variability of results. The intension to decrease this variability resulted in a development of a new horizontal approach to samples formation, which differed from the previous one by loading the sample through a removable side wall of the horizontally placed cartridge. The layered loading and compaction remained the same. The normal positioning of sample layers against the flow compared to the parallel positioning practiced earlier allowed to reach a more uniform sample resistance to the flow. The use of the “Poseidon” measuring unit developed to define mean depth of the wave flow, allowed to not only to increase many-fold the number of measurements of washout intensity during the experiment (from 1 to 14–15), but also to assess the quality of sample preparation, which increased precision and accuracy of the study. It has been determined that the percentage standard deviation for erodibility was almost always lower with the horizontal loading compared to the vertical one both between and within the series (13 and 12% on average respectively).

About the authors

S. F. Krasnov

Lomonosov Moscow State University

Author for correspondence.
Email: GorobetsAV@geogr.msu.ru
Russian Federation, Moscow

A. V. Gorobets

Lomonosov Moscow State University

Email: GorobetsAV@geogr.msu.ru
Russian Federation, Moscow

O. G. Bushueva

Lomonosov Moscow State University

Email: GorobetsAV@geogr.msu.ru
Russian Federation, Moscow

References

Supplementary files

Supplementary Files
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1. JATS XML
2. Fig. 1. Diagram of a cassette receiver equipped with a measuring device: 1 – cassette receiver body; 2 – cassette receiver cover; 3 – cassette with soil sample 4; 5 – spacer; 6 – plunger; 7 – sealing rubber gasket; 8 – feed screw seal 9; 10 – signal sensor (reed switch) attached to the cassette receiver cover; 11 – miniature magnet on handle 12 of the feed screw.

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3. Fig. 2. Dependence of the intensity of erosion of soil samples on their moisture content at a flow rate in a hydrodynamic pipe of 1.2 m/s: 1 – agrochernozem with vertical loading; 2 – agrochernozem with horizontal loading; 3 – agrogray soil with horizontal loading.

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4. Fig. 3. The device for horizontal formation of a soil sample: 1 – cassette with removed side wall 2; 3 – device body with pressure screw 4; 5 – pressure plate; 6 – technological insert; 7 – spacer; 8 – 1st, compacted soil layer; 9 – extension; 10 – compaction rod.

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5. Fig. 4. Diagram of the arrangement of layers of formed model soil samples in relation to the water flow with vertical (a) and horizontal (b) loading directions: 1 – cassette; 2 – spacer; 3 – layers of soil aggregates; 4 – removable side wall of the cassette.

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6. Fig. 5. Dependence of the intensity of agro-gray soil erosion on the water flow velocity for vertical (a) and horizontal (b) directions of sample loading.

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