System and method for testing migration and obstruction of non-aqueous phase liquid pollutants in underground water

A non-aqueous liquid and test system technology, applied in the field of non-aqueous liquid pollutant migration and barrier test system in groundwater, can solve the problem of lack of systematic research on the migration and diffusion process

Active Publication Date: 2020-05-15
CENT SOUTH UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, at present, the research on the mechanism of oil displacement and migration in the vadose zone is not deep enough, and there is a lack of systematic research on the migration and diffusion process of non-aqueous liquid pollutants under the multi-field coupling, so it is still difficult to establish a practical mathematical model to describe Migration and Transformation Laws of Petroleum Pollutants in Multiphase Flow System

Method used

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  • System and method for testing migration and obstruction of non-aqueous phase liquid pollutants in underground water
  • System and method for testing migration and obstruction of non-aqueous phase liquid pollutants in underground water
  • System and method for testing migration and obstruction of non-aqueous phase liquid pollutants in underground water

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Embodiment 1

[0034] Such as figure 1 As shown, Embodiment 1 of the present invention provides a non-aqueous phase liquid pollutant migration and barrier test system in groundwater, including a test soil sample chamber, a uniformly variable speed sewage supply module, a water supply module and a solution collection module. Among them, the test soil sample room is composed of the first sand tank 1, the second sand tank 3 and the engineering barrier isolation tank 2. The first sand tank 1, the second sand tank 3 and the engineering barrier isolation tank 2 are arranged in sequence. Water-permeable structures 4 are arranged at the joints between them. A gravel aquifer 5 is laid on the bottom of the first sand tank 1, an engineering barrier separation wall 6 is arranged in the engineering barrier isolation tank 2, and a gravel water seepage layer 7 is laid in the second sand tank 3, and the overall composition of water and non-aqueous phase liquid pollutant migration Permeable porous media. T...

Embodiment 2

[0045] Embodiment 2 of the present invention provides a kind of non-aqueous phase liquid pollutant migration and barrier test method in groundwater, comprising:

[0046] Step 1. Assemble the test system and check the tightness; prepare distilled water for the test, diesel oil dyed by Sudan IV, several groups of quartz sand with different particle sizes, and materials for the engineering barrier partition wall 6 . The materials of quartz sand and engineering barrier separation wall 6 are compacted according to suitable dry density, and the quartz sand is filled into the first sand tank 1 and the second sand tank 3 to form a gravel layer, and the engineering barrier separation wall 6 is filled into the engineering barrier isolation tank In 2, set up and adjust the digital camera for taking photos and records, and complete the preparatory work for the test.

[0047] Step 2: inject distilled water into the water tank 13, start the water pump 14, open the water level control valve ...

Embodiment 3

[0053] The difference between this embodiment and Embodiment 2 is that the test soil sample chamber is raised by the jack 25 at the beginning, and it is tilted at a preset angle, and the corresponding hydraulic gradient in this case is calculated. Then repeat steps 1 to 6, and constantly adjust the jacking height of the jack 25 to test the migration and diffusion law of diesel oil in the porous medium of the gravel layer and the adsorption and retardation effect of the engineering barrier separation wall under different hydraulic gradients.

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Abstract

The invention provides a system for testing migration and obstruction of non-aqueous phase liquid pollutants in underground water. The system comprises a test soil sample chamber, a uniform variable speed sewage supply module, a water supply module and a solution collection module, wherein the test soil sample chamber at least comprises a first sand tank, a second sand tank and an engineering barrier isolation tank which are arranged in sequence and provided with a water permeable structure therebetween; and the uniform variable speed sewage supply module is communicated with the first sand tank, the water supply module is communicated with the bottom end of the first sand tank, and the solution collection module is arranged at the bottom ends of the engineering barrier isolation tank andthe second sand tank. According to the scheme, the migration and diffusion of non-aqueous phase liquid pollutants in the stratum can be simulated according to different geological conditions and different working conditions on site; the migration and distribution characteristics of the non-aqueous phase pollutants in porous media with different particle sizes are studied; and meanwhile, the isolation, resistance and control effects of an engineering barrier isolation wall on pollution plumes generated after migration and diffusion of the non-aqueous phase liquid pollutants in an underground environment can be systematically studied.

Description

technical field [0001] The invention relates to the technical fields of geological engineering and civil engineering (rock and soil), in particular to a system and method for testing the migration and barrier of non-aqueous liquid pollutants in groundwater. Background technique [0002] Due to leakage of landfill leachate, leakage of petroleum products in underground oil storage facilities and oil pipelines, the pollution of organic solvents and other petroleum products to soil and groundwater is becoming more and more serious. The soil contaminated by petroleum organic matter contains a variety of toxic substances, which will cause serious harm to organisms after entering the groundwater environment. Most organic pollutants are immiscible with water (may be partially soluble in water, at this time the dissolved phase and non-aqueous phase exist at the same time), such liquids are usually called non-aqueous phase liquids (Nonaqueous Phase Liquids, NAPLs), including Large he...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N13/00G01N13/04G01N15/08
CPCG01N13/00G01N13/04G01N15/0806
Inventor 贺勇胡广张可能朱考飞李冰冰喻志鹏蒋文强
Owner CENT SOUTH UNIV
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