FIELD: measuring equipment.
SUBSTANCE: according to the proposed method, a pit is laid in a safe place representative of the controlled avalanche catchment on the avalanche-prone slope. Then the angle of the slope (α) is determined at the pit laying point and layer-by-layer measurements of the volumetric weight (γi), the thickness of the layer (hi) and instantaneous tensile strength (σi) for each i-th layer of snow in the pit are carried out. After this, the pressure of the overlying layers (m) is determined for each i-th layer by the formula , after which the marginal stability of the snow cover (ni) on the avalanche-prone slope is determined according to the formula ni=σi/Pi. When determining the instantaneous snow tensile strength (σi), preliminary, using a prismatic snow intake equipped with a circular hole in the upper plane, a sample of snow is cut from each i-th layer of the snow pit. Then a cylindrical sleeve is mounted in the snow intake hole perpendicular to its upper plane, when the cylindrical sleeve is rotated around an axis, it is introducted in the snow intake cavity with snow and pushed down to its lower base. Then a load disk is installed in the cylindrical sleeve and uniaxial impulse compression of the sample in the sleeve is performed until its brittle fracture. The sample fracture force (Pi) and the instantaneous snow tensile strength (σi) for each i-th layer are measured. Then a layer of snow in the pit with the smallest marginal stability is identified, by which the stability of the snow cover on the avalanche-prone slope is judged.
EFFECT: increased accuracy of determining the marginal stability of the snow cover.
3 cl, 1 dwg
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Authors
Dates
2018-02-01—Published
2016-10-19—Filed