Urban sewage plant upgrading and reconstruction treatment process and system
A technology for urban sewage and treatment systems, which is applied in biological water/sewage treatment, water/sewage multi-stage treatment, water/sludge/sewage treatment, etc. High-level problems, to achieve the effect of high solid-liquid separation efficiency, sufficient reaction and good stability of MBR
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[0028] Embodiment 1: Based on the modified A2 / O+MBR+MBBR process, comprising the following steps:
[0029] The pretreated sewage from a sewage treatment plant, before entering the biochemical tank for a certain period of time, has the following water quality: COD cr : 250mg / L, BOD 5 : 120mg / L, TN: 53mg / L, NH 4 + -N: 49mg / L, TP: 8mg / L. The sewage enters the anaerobic tank and the anoxic tank respectively, with a water inflow ratio of 1:1. It stays in the anaerobic tank for 2 hours, in the anoxic tank 1 for 2.5 hours, in the anoxic tank 2 for 2.5 hours, and in the aerobic tank for 2.5 hours. Stay in pool 1 for 3h, stay in aerobic pool 2 for 3h, stay in deoxidizer pool for 1h, stay in MBR pool for 1.5h, the total hydraulic retention time is 15.5h. The reflux ratios are respectively reflux 1 (return from the end of the anoxic tank 2 to the front of the anaerobic tank, and the reflux ratio is controlled at 100%), reflux 2 (return from the end of the deoxidation tank to the front ...
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