Rural sewage treatment process
A technology of rural sewage and treatment process, applied in the direction of biological water/sewage treatment, water/sludge/sewage treatment, special compound water treatment, etc., can solve the problems of high total nitrogen in effluent, high energy consumption of sewage, and poor removal effect of total nitrogen To achieve the effect of improving the utilization rate of oxygen, optimizing the number of cycles, and eliminating the influence of short flow
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Embodiment 1
[0028] In the embodiment of the present invention, the rural domestic sewage in a certain city in Quanzhou, Fujian has not been pretreated in a septic tank as the treatment object. The COD of the rural sewage is 280mg / L, and the BOD 5 It is 160mg / L, ammonia nitrogen is 25mg / L, total nitrogen is 85mg / L, and total phosphorus is 5mg / L. Its sewage treatment process includes the following steps:
[0029] The rural sewage is passed into the SBR reaction tank for sewage treatment, and the water inflow is 7.5m 3 / d, the water filling ratio is 0.3; the sequence of the SBR reaction tank is set as water intake, intermittent aeration, sedimentation and decanting, wherein
[0030] The above water intake time is 30 minutes;
[0031] The cycle times of the above-mentioned intermittent aeration is 3 times. The intermittent aeration includes the carbon removal stage and the nitrogen removal stage. The time is 12 minutes, the number of on-off times is 3 times; the time ratio of fan air supply...
Embodiment 2
[0052] The embodiment of the present invention takes the rural sewage pretreated by septic tanks as the treatment object, and the COD of the rural sewage is 180mg / L, and the BOD 5 is 100mg / L, ammonia nitrogen is 20mg / L, total nitrogen is 40mg / L, and total phosphorus is 2mg / L. Its sewage treatment process includes the following steps:
[0053] The rural sewage is passed into the SBR reaction tank for sewage treatment, and the water inflow is 7.5m 3 / d, the water filling ratio is 0.2; the sequence of the SBR reaction tank is set as water intake, intermittent aeration, sedimentation and decanting, wherein
[0054] The above water intake time is 30 minutes;
[0055] The cycle times of the above-mentioned intermittent aeration is 6 times. The intermittent aeration includes the carbon removal stage and the nitrogen removal stage. In the carbon removal stage, the time ratio of fan air supply on and off is 2:1. The time is 6 minutes, the number of on-off times is 1; the time ratio o...
Embodiment 3
[0062] In the embodiment of the present invention, the rural sewage without septic tank pretreatment is used as the treatment object, and the COD of the rural sewage is 400mg / L, and the BOD 5 is 200mg / L, ammonia nitrogen is 50mg / L, total nitrogen is 100mg / L, and total phosphorus is 7mg / L. Its sewage treatment process includes the following steps:
[0063] The rural sewage is passed into the SBR reaction tank for sewage treatment, and the water inflow is 7.5m 3 / d, the water filling ratio is 0.35; the sequence of the SBR reaction tank is set as water intake, intermittent aeration, sedimentation and decanting, wherein
[0064] The above water intake time is 30 minutes;
[0065] The cycle times of the above-mentioned intermittent aeration is 5 times. The intermittent aeration includes the carbon removal stage and the nitrogen removal stage. The time is 8 minutes, the number of on-off times is 2; the time ratio of fan air supply on-off in the denitrification stage is 1:15, the d...
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