Sewage treatment device
A technology for sewage treatment equipment and water distribution pipes, applied in biological water/sewage treatment, multi-stage water/sewage treatment, water/sludge/sewage treatment, etc., can solve the problem of high energy consumption, achieve low energy consumption and low investment , the effect of reducing the floor area
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Embodiment 1
[0051] The sewage treatment equipment in this embodiment is installed below the water inlet pipe, and the mud film symbiotic aerobic zone 4 is filled with PE filler, the filling rate is 45%, and the domestic sewage in a certain rural area in Hunan Province is treated, and the water intake is 1m 3 / d, debug the equipment to hang the film, make the filler successfully hang the film and continue the water inflow treatment, the water inflow ratio of the anaerobic zone 3 and the anoxic zone 2 is 4:6, adjust the aeration of the mud film symbiotic aerobic zone 4 The flow rate is 12L / min, and the water output results during normal operation are shown in Table 1 below. For COD cr 、BOD 5 , SS, TN and NH 4 + -N effluent can stably meet the first-level A standard of "Pollutant Discharge Standards for Urban Sewage Treatment Plants" (GB 18918-2002); for TP, the effluent can stably meet the first-level standards of "Pollutant Discharge Standards for Urban Sewage Treatment Plants" (GB 18918...
Embodiment 2
[0056] The sewage treatment equipment described in the present invention is installed below the water inlet pipe, and the mud film symbiotic aerobic zone 4 is filled with German levapor filler, the filling rate is 15%, and the domestic sewage in a certain rural area in Hunan Province is treated, and the water intake is 1m 3 / d, debug the equipment to hang the film, make the filler successfully hang the film and then continue the water inflow treatment, the water inflow ratio of the anaerobic zone 3 and the anoxic zone 2 is 1:1, adjust the aeration of the mud film symbiotic aerobic zone 4 The flow rate is 10.5L / min, and the water output results during normal operation are shown in Table 2 below. For COD cr 、BOD 5 , SS, TN and NH 4 + -N effluent can stably meet the first-level A standard of "Pollutant Discharge Standards for Urban Sewage Treatment Plants" (GB 18918-2002); for TP, the effluent can stably meet the first-level standards of "Pollutant Discharge Standards for Urban...
Embodiment 3
[0060] The sewage treatment equipment described in the present invention is installed below the water inlet pipe, and the mud film symbiotic aerobic zone 4 is filled with PUR-foam filler, the filling rate is 55%, and the domestic sewage in a certain rural area in Hunan Province is treated, and the water intake is 1m 3 / d, debug the equipment to hang the film, make the filler successfully hang the film and then continue the water inflow treatment, the water inflow ratio of the anaerobic zone 3 and the anoxic zone 2 is 3:7, adjust the aeration of the mud film symbiotic aerobic zone 4 The volume is 15L / min, and the water output results during normal operation are shown in Table 3 below. For COD cr 、BOD 5 , SS, TN and NH 4 + -N effluent can stably meet the first-level A standard of "Pollutant Discharge Standards for Urban Sewage Treatment Plants" (GB 18918-2002); for TP, the effluent can stably meet the first-level standards of "Pollutant Discharge Standards for Urban Sewage Tre...
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