Bio-ecological combination method for effluent purification and reclamation and apparatus
A technology for ecological combination and sewage purification, applied in the field of devices of biological ecological combination method, can solve the problem of high TN concentration, and achieve the effects of low cost, optimized configuration and cost reduction
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Embodiment 1
[0036] Embodiment 1 (as Figure 1-4 shown)
[0037] Adopt the method of this kind of bio-ecological sewage purification and reuse combination to process high-concentration sewage (main water quality indicators are shown in Table 1), and its steps are:
[0038] (1). The sewage 0 to be treated enters the grille / regulating tank A from the sewage inlet pipe 1.
[0039](2). Open the water outlet valve 8 of the grid / regulating tank A, open the water inlet valve 9 of the integrated membrane bioreactor (SMBR) B, close the water outlet bypass valve 33 of the grid / regulating tank A, and make the grid / The effluent from the adjustment tank A enters the unit B of the integrated membrane bioreactor (SMBR). The basic operating conditions of unit B of the integrated membrane bioreactor (SMBR) are: the concentration of activated sludge is 10.0±0.5g L -1 , the aeration rate is 6±0.5m 3 h -1 , the aeration / stop aeration time is 2h:0.5h, the pump suction / pause time is 4min:1min, the area ra...
Embodiment 2
[0061] Embodiment 2 (as Figure 1-Figure 4 shown)
[0062] The method for treating medium-concentration sewage (main water quality indicators are shown in Table 1) is treated by this kind of biological ecological sewage purification and reuse combination method, and its steps are the same as in Example 1.
[0063] Experimental results show that:
[0064] 1) During the plant growing season, control the hydraulic load of unit B of the integrated membrane bioreactor (SMBR) to 0.250m 3 / m 2 d, the hydraulic load of unit D of the composite vertical flow constructed wetland (IVCW) is 0.500m 3 / m 2 d; main indicators of effluent COD, TP, NH 3 -N can be stabilized within Class III of surface water, and TN reaches Class IV;
[0065] 2) In the non-growing season of plants, the hydraulic loads of the integrated membrane bioreactor (SMBR) B and the composite vertical flow constructed wetland (IVCW) D are controlled at 0.250m 3 / m 2 d, 0.375m 3 / m 2 When d, the main indicators of...
Embodiment 3
[0068] Embodiment 3 (as Figure 5 shown)
[0069] Adopt the method of this kind of bio-ecological sewage purification and reuse combination to process low-concentration sewage (main water quality indicators are shown in Table 1), and its steps are:
[0070] (1). The sewage 0 to be treated enters the grille / regulating tank A from the sewage inlet pipe 1.
[0071] (2). Open the outlet valve 8 of the grid / regulating tank, open the water inlet valve 9 of the integrated membrane bioreactor (SMBR), close the bypass valve 33 of the outlet water of the grid / regulating tank, so that the outlet of the grid / regulating tank A All enter the integrated membrane bioreactor (SMBR) B unit. The basic operating conditions of unit B of the integrated membrane bioreactor (SMBR) are: the concentration of activated sludge is 10.0±0.5g L -1 , the aeration volume is 6±0.5m 3 h -1 , the aeration / stop aeration time is 2h:0.5h, the pump suction / pause time is 4min:1min, the area ratio of the upflow a...
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