Advanced landfill leachate treatment method
A landfill leachate and treatment method technology, applied in the field of landfill leachate treatment, can solve the problems of high ammonia nitrogen treatment cost, complicated treatment steps, unstable operation, etc., achieve low investment and operation costs, avoid secondary pollution of waste gas, and process The effect of less investment in equipment
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Embodiment 1
[0030] S1. Landfill leachate raw water (hereinafter referred to as raw water) is mechanically filtered (a disc filter system is used in this embodiment), and the pH of the filtrate is adjusted to 5.5~6.5, and then the salt content is 2500~3000ppm, and the total suspended particles The filtrate with a particle size of about 18μm, a silicon concentration of 25-30ppm, and a temperature of about 40°C is sent into the FO system at a pressure of 0.3bar and a flow rate of 12.5m³ / h to obtain a concentrated solution and a diluted extract (in this example, the extract is NaCl solution);
[0031] S2. The diluted extraction solution in step S1 enters the RO system at a flow rate of 12m³ / hr, is intercepted, and then discharged, and the diluted extraction solution has a salt content of 100-130ppm and a total dissolved solid content of 100,000-120,000ppm;
[0032] S3. In step S1, the concentrated solution enters the MVR system for further concentration, and realizes solid-liquid separatio...
Embodiment 2
[0044] In step S1, the landfill leachate with a salt content of 2500-3000 ppm after mechanical filtration is changed to landfill leachate with a salt content of 75500-76000 after mechanical filtration, and other steps and parameter selection are the same as in Example 1.
Embodiment 3
[0046] In step S1, the landfill leachate with a salt content of 2500-3000 ppm after mechanical filtration is changed to landfill leachate with a salt content of 38600-39000 after mechanical filtration. Other steps and parameter selection are the same as in Example 1.
[0047] The following table shows the various index tests after the landfill leachate is treated by the above method:
[0048] Table 1
[0049] Residue comparison table before and after treatment
[0050]
[0051] Table 2
[0052] Comparison data table before and after landfill leachate treatment
[0053]
[0054] According to the data in Tables 1 and 2, it can be seen that the effluent after treatment can fully meet the requirements of the "Pollution Control Standards for Domestic Waste Landfill Sites" (GB16889-2008) for the discharge concentration limits of water pollutants from existing and newly built domestic waste landfill sites.
[0055] The materials, reagents and experimental equipment involved ...
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