Northern rural domestic wastewater composite treatment system and northern rural domestic wastewater composite treatment method
A domestic sewage and composite treatment technology, applied in the direction of biological water/sewage treatment, water/sludge/sewage treatment, energy wastewater treatment, etc., can solve the problem of not forming an efficient and environmentally friendly treatment method, so as to facilitate daily maintenance and The effect of management, efficient operation, and small footprint
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Embodiment 1
[0039] The structure of the combined domestic sewage treatment system in northern rural areas is as follows: figure 1 As shown, it includes water inlet tank 1, biological moving bed, regulating tank 9 and underground infiltration system; water inlet tank 1 communicates with the water inlet of biological moving bed through water inlet pump 2, and the water outlet 6 of biological moving bed is connected with an outlet pipe , the water outlet pipe is inserted into the bottom of the regulating pool 9, and the water outlet 10 of the regulating pool is communicated with the water inlet 12 of the underground infiltration system; the water inlet tank 1, the biological moving bed and the regulating pool 9 are arranged in the thermal insulation greenhouse 21; the exposure in the biological moving bed The air head 4 is connected to the air pump 8 through a pipeline, and the bottom port of the biological mobile bed under the aeration head 4 is connected to the mud discharge pipe 11;
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Embodiment 2
[0056] The structure of the domestic sewage composite treatment system in northern rural areas is the same as in Example 1; the difference is that the height ratios of the water-distributing gravel layer, the upper layer of peat soil, the lower layer of peat soil, the slag layer, the iron tailings layer, the zeolite layer, the mixed matrix, and the effluent gravel layer are 1:0.3: 2:0.1: 0.1: 0.1:4:1;
[0057] The composite treatment method of domestic sewage in the northern rural areas is the same as in Example 1; the difference is that the filling ratio of polyethylene plastic filler is 30% by volume, and the concentration of activated sludge in the domestic sewage in the northern rural areas is 4000 mg / L. The daily intake of domestic sewage is 40 times the volume of the raw material for hanging membranes, which is divided into 6 times; the intake of air is 850ml / min per cubic meter of domestic sewage in northern rural areas;
[0058] Pass the upper layer of clear water form...
Embodiment 3
[0061] The structure of the domestic sewage composite treatment system in northern rural areas is the same as in Example 1; the difference is that the height ratios of the water-distributing gravel layer, the upper layer of peat soil, the lower layer of peat soil, the slag layer, the iron tailings layer, the zeolite layer, the mixed matrix, and the effluent gravel layer are 1:0.5:4:0.3:0.3:0.3:6:1;
[0062] The composite treatment method of domestic sewage in the northern rural areas is the same as in Example 1; the difference is that the filling ratio of polyethylene plastic filler is 45% by volume, and the concentration of activated sludge in the domestic sewage in the northern rural areas is 6000 mg / L. The daily intake of domestic sewage is 25 times the volume of the raw material for hanging membranes, which is divided into 4 times; the intake of air is 800ml / min per cubic meter of domestic sewage in northern rural areas;
[0063] Pass the upper layer of clear water formed ...
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