Sequential air lifting circulation waste water biological treatment reactor and its process
An airlift circulation and biological treatment technology, applied in the field of biological treatment process and reactor device, can solve the problems of low degradation efficiency, poor adaptability, poor denitrification performance, etc., and achieve high mass transfer efficiency, good performance and efficient treatment Effect
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Embodiment 1
[0037] The target wastewater of the reaction device and wastewater treatment process of the present invention is industrial organic wastewater containing high concentration / refractory organic pollutants and high ammonia nitrogen, such as landfill leachate, yeast wastewater, coking wastewater, monosodium glutamate wastewater, etc. The range of wastewater quality characteristics that the reactor can adapt to is: COD Cr : ≤1500mg / L, NH 4 + -N:≤300mg / L. Wastewater with a concentration higher than this limit can also achieve good treatment effects when entering the reactor with an appropriate drainage ratio (that is, controlling the influent dilution ratio).
[0038] The technical scheme adopted by the present invention is: adopt a kind of circular structure, the air-lift type inner circulation bioreactor device that contains new-type inner member, its height-to-diameter ratio is 3~6: 1, such as figure 1 shown.
[0039] The structure of the novel bioreactor is as follows: a thr...
Embodiment 2
[0060] The present invention is an integrated reactor. In addition to the intermittent operation of a single reactor introduced in Example 1, it can also be a plurality of reactors connected in parallel and continuously fed into water, that is, a sequence of two or more batches. A wastewater biological treatment reaction system composed of an airlift circulation wastewater biological treatment reactor, such as figure 2 shown.
[0061] figure 2 In the shown embodiment 2, 4 reactors (I-IV) with the same volume are connected in parallel. The structures, processes and principles of the four reactors are the same as those described in Example 1.
[0062] During operation, the operating cycle settings of the four reactors are consistent. When reactor I completes the water intake, it enters the reaction period. At this time, II starts to enter the water, and so on. The reaction cycle (water intake-reaction-standstill-drainage) enters the state of idle (waiting for water intake)....
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