Village and town refuse transfer station leachate integrated treatment method and device
A treatment method and technology of treatment device, which are applied in the fields of filtration treatment, anaerobic digestion treatment, chemical instruments and methods, etc., can solve the problems of small amount of leachate treatment, and achieve the effects of small footprint, simple operation and easy management.
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Embodiment 1
[0044] The leachate water quality of the garbage transfer station was analyzed to determine the influent water quality analysis data as shown in Table 1:
[0045] Table 1 Influent water quality
[0046]
[0047] S1, collect the leachate from the garbage transfer station into the flocculation and sedimentation tank 1, check the pH value with a pH meter, add acid or lye, adjust the pH to 7.0, and add 5L / m based on the configuration mass concentration of 0.2%. 3 PAC; add 5L / m based on 10% mass concentration 3 The PAM is flocculated and precipitated for 3 hours, and the generated sludge is collected to the sludge thickening device 8 for further processing. After testing, COD at this stage cr The removal rate is 18%, BOD 5 The removal rate was 10%, and the SS removal rate was 45%. The sludge generated in the flocculation sedimentation tank 1 is collected to the sludge thickening device 8 for further treatment.
[0048] S2, import the supernatant of the flocculation sediment...
Embodiment 2
[0055] The leachate water quality of the garbage transfer station was analyzed to determine the influent water quality analysis data as shown in Table 2:
[0056] Table 2 Influent Water Quality
[0057]
[0058] S1, collect the leachate from the garbage transfer station into the flocculation sedimentation tank 1, check the pH value with a pH meter, add acid or lye, adjust the pH to 8.0, and add 10L / m based on the configuration mass concentration of 0.2% 3 PAC; add 10L / m on the basis of 10% of the configured mass concentration 3 The PAM is flocculated and precipitated for 4 hours, and the generated sludge is collected to the sludge thickening device 8 for further processing. After testing, COD at this stage cr The removal rate is 22%, BOD 5 The removal rate was 15%, and the SS removal rate was 55%. The sludge generated in the flocculation sedimentation tank 1 is collected to the sludge thickening device 8 for further treatment.
[0059] S2, import the supernatant of the...
Embodiment 3
[0066] The leachate water quality of the garbage transfer station was analyzed to determine the influent water quality analysis data as shown in Table 3:
[0067] Table 3 Influent Water Quality
[0068]
[0069] S1, collect the leachate from the garbage transfer station to the flocculation and sedimentation tank 1, check the pH value with a pH meter, add acid or lye, adjust the pH to 9.0, and add 15L / m based on the configuration mass concentration of 0.2%. 3 PAC; add 15L / m on the basis of 10% of the configured mass concentration 3 The PAM is flocculated and precipitated for 5 hours, and the generated sludge is collected to the sludge thickening device 8 for further processing. After testing, COD at this stage cr The removal rate is 20%, BOD 5 The removal rate was 10%, and the SS removal rate was 50%. The sludge generated in the flocculation sedimentation tank 1 is collected to the sludge thickening device 8 for further treatment.
[0070] S2, import the supernatant of ...
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