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
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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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