High-efficient aerobic biological phosphorus removal method
An aerobic biological and biological phosphorus removal technology, which is applied in chemical instruments and methods, multi-stage water/sewage treatment, water/sludge/sewage treatment, etc., can solve the problem of isolation, equipment investment, operation cost and operation complexity reduction , short sludge age and other issues, to achieve the effect of reducing operating costs and operational complexity, reducing sludge treatment costs, and solving the contradiction of sludge age
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example 1~5
[0056] The treated raw water is drawn from the intake channel of the actual sewage treatment plant. The influent part of the sewage treatment plant is domestic sewage and the other part is industrial sewage, and no other nutrients are required.
[0057] Basic situation of actual water quality: COD Cr =213~610mg / l, TP=2.90~8.90mg / l, pH value 6.0~7.5.
[0058] Actual control indicators: MLSS=4.55~6.56g / l, aerobic bioreactor pH value 6.5~9.0, aerobic bioreactor hydraulic retention time HRT=12 hours, biochemical tank DO: 2~4mg / l, sedimentation tank The sedimentation time is controlled at 1.5 hours, the influent flow rate is 0.125t / h, the reflux ratio R=3.0, and the mud age is controlled at 30 days.
[0059] Among the effluent indicators after running the above sewage treatment: COD Cr =3~23mg / l, TP=0.08~0.26mg / l. The actual results of specific influent water quality and treated water quality are shown in Table 1.
Embodiment 1-5
[0061]
example 6~10
[0063] The treated raw water is drawn from the intake channel of the actual sewage treatment plant. The influent part of the sewage treatment plant is domestic sewage and the other part is industrial sewage, and no other nutrients are required.
[0064] Basic situation of actual water quality: COD Cr =250~573mg / l, TP=1.15~7.95mg / l, pH value 6.0~7.5.
[0065] Actual control index: MLSS=4.23~6.55g / l, aerobic bioreactor pH value 6.5~7.5, aerobic bioreactor hydraulic retention time HRT=8.3 hours, biochemical tank DO: 2~4mg / l, sedimentation tank The settling time is controlled at 1.5 hours, the influent flow rate is 0.18t / h, the reflux ratio R=1.5, and the mud age is controlled at 25 days.
[0066] Among the effluent indicators after running the above sewage treatment: COD Cr =7~24mg / l, TP=0.05~0.26mg / l. The actual results of the specific influent water quality and the treated water quality are shown in Table 2.
[0067] Table 2 Treatment results under different influent water quality con...
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