Multifunctional groundwater work well with hydraulic regulating function
A groundwater and working well technology, which is applied in the direction of contaminated groundwater/leachate treatment, water supply equipment, drinking water equipment, etc. It can solve the problem that there are not many application examples of groundwater pollution restoration technology, the injection depth cannot be accurately grasped, and the fixed depth cannot be realized. Sampling and other issues, to achieve the effect of improving operation management efficiency, long service life, and simple manufacturing process
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example 1
[0058] Example 1: The design and application practice of the working well when the groundwater aquifer thickness is 2.0m.
[0059] Environmental conditions: the buried depth of groundwater is 2.3m, and the thickness H of the first layer of aquifer is 2.0m.
[0060] Work content: Take groundwater samples at intervals of 0.5m for analysis and monitoring.
[0061] Since the work requires groundwater sampling at a point every 0.5m, the length of the stroke (λ) is designed to be 0.5m, and the thickness H of the first layer of aquifer is 2.0m. The specific calculation method for the number of strokes is as follows:
[0062] S=H / λ=2.0 / 0.5=4...0;
[0063] C=0, M=N=4, H'=0.5(m), H=4*0.5(m);
[0064] Therefore, the inner well pipe 2 top and the lower stroke quantity of the working well are respectively 4, and the cross-sectional view after the well body is fully stretched is as follows Picture 1-1 , Figure 1-1a , Figure 1-1b , Figure 1-1c shown. Sampling locations at 0.5m, 1.0...
example 2
[0065] Example 2: The design and application practice of the working well when the groundwater aquifer thickness is 2.5m.
[0066] Environmental conditions: the buried depth of groundwater is 3.2m, and the thickness H of the first layer of aquifer is 2.5m.
[0067] Work content: at intervals of 0.5m, carry out the repair work of in-situ chemical oxidation and depth-fixed addition of agents for groundwater.
[0068] Since the work requires adding chemicals at a point every 0.5m, the length of the stroke (λ) is designed to be 0.5m, and the thickness H of the first layer of aquifer is 2.5m. The specific calculation method for the number of strokes is as follows:
[0069] S=H / λ=2.5 / 0.5=5...0;
[0070] C=0, M=N=5, H'=0.5(m), H=5*0.5(m);
[0071] Therefore, the inner well pipe 2 top and the lower stroke quantity of the working well are 5 respectively, and the cross-sectional view of the well body after all stretching is as follows diagram 2-1 , Figure 2-1a , Figure 2-1b , ...
example 3
[0072] Example 3: The design and application practice of the working well when the groundwater aquifer thickness is 2.8m.
[0073] Environmental conditions: the buried depth of groundwater is 1.5m, and the thickness H of the first layer of aquifer is 2.8m.
[0074] Work content: Take groundwater samples at intervals of 0.5m for analysis and monitoring.
[0075] Since the work requires groundwater sampling at a point every 0.5m, the length of the stroke (λ) is designed to be 0.5m, and the thickness H of the first layer of aquifer is 2.8m. The specific calculation method for the number of strokes is as follows:
[0076] S=H / λ=2.8 / 0.5=5...0.3;
[0077] C=0.3, M=N+1=6, H'=0.3(m), H=5*0.5+0.3(m);
[0078] Therefore, the inner well pipe 2 top and the lower stroke quantity of the working well are 6 respectively, and the cross-sectional view of the well body after all stretching is as follows Figure 3-1 , Figure 3-1a , Figure 3-1b , Figure 3-1c shown. Sampling locations at ...
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