A reduction and dehalogenation process of excess activated sludge
A residual activity and dehalogenation technology, which is applied in sludge treatment, oxidation treatment sludge, water/sludge/sewage treatment, etc., can solve the problems of large output of AOX-containing residual sludge, secondary pollution, and high treatment costs. Achieve the effect of low operating cost, strong engineering adaptability, and simple operation process
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Embodiment 1
[0055] Taking the excess activated sludge of a sewage plant as the treatment object, the moisture content of the excess activated sludge after being treated by a centrifugal dehydrator is 80%, the AOX content in the sludge is 3.29g.AOX / kg. dry SS, and the filtrate COD About 2500mg / L.
[0056] A reduction and dehalogenation process for excess activated sludge, comprising:
[0057] (1) Dehalogenation: at 2m 3 The excess activated sludge is fed into the reduction dehalogenation tank at a flow rate of / h, and the reducing agent iron powder with an average particle size of 50 μm is added to the excess activated sludge. The dosage is 5g / kg SS, and the Stir at a rotating speed, keep the residence time of the remaining activated sludge in the reduction dehalogenation tank for 24 hours, and obtain the reaction solution I;
[0058] (2) Oxidation: Pass the reaction solution I into the oxidative dehalogenation pool, and add 30% H in the reaction solution I 2 o 2 , the dosage is 5g / kg ...
Embodiment 2~4
[0066] Identical with the activated sludge that embodiment handles, difference is processing method;
Embodiment 2
[0067] Embodiment 2 only adopts step (1); Embodiment 3 except lacking step (2), all the other steps are identical with embodiment 1; Embodiment 4 except lacking step (3), all the other steps are identical with embodiment 1.
[0068] Table 2 shows the halogen removal effect and sludge weight reduction effect of Examples 2 to 4 on excess activated sludge.
[0069] Table 2
[0070] serial number
[0071] Examples 2 to 4 all have adverse effects on the dehalogenation effect and the excess sludge reduction effect. Among them, the effect of step (1) on the dehalogenation effect is more obvious, and the effect of step (2) on the reduction effect of excess sludge is more obvious.
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