Test method for saturated infiltration coefficient of drilling constant water head water injection test of vadose zone

A water injection test, permeability coefficient technology, applied in permeability/surface area analysis, measurement device, suspension and porous material analysis, etc., can solve the lack of saturated permeability coefficient in-situ test technology, inconvenient application, less research and accumulation of data, etc. problems, to achieve the effect of convenient calculation of saturated permeability coefficient, improved work efficiency, and accurate test results

Active Publication Date: 2016-12-21
JIANGXI UNIV OF SCI & TECH
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Problems solved by technology

"Procedure 1" provides a test method for the saturated permeability coefficient of the borehole dewatering head water injection test in the vadose zone, but because the calculation formula and influencing conditions are very complicated, the general application is seldom at present and it is in the stage of research and accumulation of data
"Procedure 2" formed on the basis of "Procedure 1" revised the method to a borehole constant head water injection test, and gave the calculation formula and applicable conditions of the saturated permeability coefficient. However, Zhang Yihuo's article "Drilling Water Injection Analysis of test methods” (Journal of R...

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  • Test method for saturated infiltration coefficient of drilling constant water head water injection test of vadose zone

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Embodiment Construction

[0028] Adopt the present invention to carry out undisclosed test in a certain ionic rare earth mine in southern Jiangxi, the implementation process is as follows:

[0029] The first step is to prepare the test, determine the test point and drill the hole.

[0030] Somewhere on the top of an ion-type rare earth mine in southern Jiangxi, a hole was drilled with a Luoyang shovel, with a drilling depth of 2.80 meters and a drilling radius of 0.09 meters.

[0031] The second step is to determine the properties of the test rock and soil and the characteristic value of unsaturated permeability.

[0032] The rock and soil obtained from drilling were collected, and determined to be silt according to particle size analysis and engineering experience. According to the VanGenuchten model fitting and draw the rock-soil relative permeability characteristic curve, calculate the rock-soil unsaturated permeability characteristic value according to the relation (1), F=8.50 kPa.

[0033] Relat...

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Abstract

The present invention relates to test technology of a saturated infiltration coefficient of rock and soil of a vadose zone, and a test method for the saturated infiltration coefficient of a drilling constant water head water injection test of the vadose zone is provided on the basis of the effect of the vadose zone infiltration on well hole water infiltration laws. The test method comprises the following steps: the first step, preparing for the test, determining test points and drilling; the second step, determining rock and soil properties and unsaturated infiltration characteristic values; the third step, performing the water injection test, and recording test data; and the fourth step, systemizing the data, and calculating the saturated infiltration coefficient. The method considers the influence of the rock and soil unsaturated infiltration characteristics on well hole infiltration, test results are more accurate; a design calculation table of infiltration coefficients under different pore sizes and soil properties is given, the saturated infiltration coefficient is more convenient to calculate, and the work efficiency is manyfold improved.

Description

technical field [0001] The invention relates to a technique for testing the saturated permeability coefficient of rock and soil in the vadose zone. Based on the effect of the permeability characteristics of the vadose zone on the infiltration law of wellbore water, a test method for the saturated permeability coefficient of the constant water head water injection test in the borehole of the vadose zone is proposed. Background technique [0002] The saturated permeability coefficient is an index that comprehensively reflects the seepage capacity of rock and soil, and the accurate determination of its value is of great significance to the calculation of seepage of water in rock and soil. There are many factors that affect the saturated permeability coefficient, such as the shape, size, uneven coefficient of rock and soil particles, and water viscosity. It is difficult to establish an accurate theoretical formula for calculating the saturated permeability coefficient. Experiment...

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Application Information

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IPC IPC(8): G01N15/08
CPCG01N15/0826
Inventor 桂勇邹志强罗嗣海
Owner JIANGXI UNIV OF SCI & TECH
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