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Multidimension permeability coefficient measuring instrument and measuring method

A technology of permeability coefficient and measuring instrument, which is applied in measuring devices, permeability/surface area analysis, instruments, etc., can solve the problems of large disturbance of soil samples, inability to accurately reflect on-site soil seepage conditions, and large consumption of manpower and material resources. Small size, convenient for on-site measurement, and the effect of reducing soil disturbance

Active Publication Date: 2017-03-29
TAIYUAN UNIV OF TECH
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  • Abstract
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Problems solved by technology

[0003] However, the laboratory measurement method disturbs the soil samples greatly, and the error of the measured permeability coefficient is also large, which cannot accurately reflect the seepage situation of the field soil; the field measurement requires a large amount of work, takes a long time, and consumes a lot of manpower and material resources. Large, unable to meet the time-saving requirements of today's fast-paced society

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  • Multidimension permeability coefficient measuring instrument and measuring method

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Embodiment Construction

[0014] The multi-dimensional permeability coefficient measuring instrument includes a shell 1, a square ring knife 2 supported in the middle of the shell 1 with a detachable bottom on the lower side, a water barrier box supported in the middle of the shell 1 and covered by the square ring knife 2 and the whole body 3. The left cuboid glass tube 4 with a right-angled U-shaped cross section and a bottom supported on the left side of the water barrier 3, and the rear rectangular glass tube 5 with a bottom supported on the rear side of the water barrier 3 are fully placed in the water barrier 3 The cover body 6 on the upper surface is vertically fixed on the top of the cover body 6 and has an upper rectangular parallelepiped glass tube 7 with an inverted L-shaped cross section, supported on the funnel-shaped water-receiving glass tube 8 at the bottom of the water barrier 3, placed in the housing 1 and The left sliding trolley 9, the front sliding trolley 10 and the right sliding tr...

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Abstract

The invention relates to the field of soil mass engineering, and in particular relates to a multidimension permeability coefficient measuring instrument and measuring method. The measuring instrument comprises a shell, a square cutting ring, a water insulation tank, a left cuboid glass tube and a back cuboid glass tube, wherein the square cutting ring is supported in the middle part of the shell and provided with a dismountable bottom at the lower side; the water insulation tank is supported in the middle part of the shell and covered above, below and around the square cutting ring; the left cuboid glass tube is supported at the left side of the water insulation tank, shaped like a right-angle U and provided with a bottom; and the back cuboid glass tube is supported at the back side of the water insulation tank and provided with a bottom. The measuring instrument and measuring method adopt water absorption sponge for water absorption and calculate flow through the change amount of the mass of the water absorption sponge, and a computer performs calculation according to the Darcy's law or other formulae and then outputs. For measurement of the coefficient of percolation in the horizontal direction, percolated water can be absorbed in time by using the sponge for water absorption, thereby preventing the percolated water from leaving along the wall of a soil sample, generating reverse percolation and the like, and avoiding influences on measuring results.

Description

technical field [0001] The invention relates to the field of soil engineering, in particular to a multidimensional permeability coefficient measuring instrument and a measuring method. Background technique [0002] At present, there are mainly two methods for measuring soil permeability coefficient: laboratory measurement method and field measurement method. Laboratory measurement methods include constant head method and variable head method, and field measurement methods mainly include wellbore pumping test and wellbore water injection test. [0003] However, the laboratory measurement method disturbs the soil samples greatly, and the error of the measured permeability coefficient is also large, which cannot accurately reflect the seepage situation of the field soil; the field measurement requires a large amount of engineering, takes a long time, and consumes a lot of manpower and material resources. Big, can not meet the time-saving requirements of today's fast-paced soci...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N15/08
CPCG01N15/0893
Inventor 韩鹏举王美茹谢瑞珍郝钰王效渊
Owner TAIYUAN UNIV OF TECH
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