Domestic sewage processing system with anaerobic-aerobic combined biological filter
An anaerobic biological filter, domestic sewage technology, applied in water/sewage multi-stage treatment, light water/sewage treatment, water/sludge/sewage treatment, etc. N effect is poor and other problems, to achieve the effect of easy cleaning, improved water quality, and good efficiency
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specific Embodiment approach 1
[0010] Specific implementation mode one: as figure 1As shown, the domestic sewage treatment system pretreatment device with anaerobic-aerobic combined biofilter described in this embodiment, biological floc filtration sedimentation tank, backwash waste water tank 20 and clear water tank 24; The sewage treatment system also includes BIOFOR anaerobic biological filter, BIOFOR aerated biological filter (aerobic biological filter), phosphorus removal and dosing device, backwash water pump 23, nitrification liquid return pump 28, waste water return pump 29, nitrification liquid Return water pipe 48, backwash water pipe 43, waste water return pipe 49, bottom water inlet pipe 11, anaerobic biological filter backwash liquid outlet pipe 51, aerated biological filter backwash liquid outlet pipe 52, dosing pipe 53, water outlet pipe 54. Several control valves 60 and ultraviolet disinfection device 32; said pretreatment device, biological floc filtration sedimentation tank, BIOFOR anaerob...
specific Embodiment approach 2
[0013] Specific implementation mode two: as figure 1 As shown, the pretreatment device in this embodiment is composed of a grid room 41, a coarse grid 1, a fine grid 2, and a swirl grit chamber 3, and the coarse grid 1 and the fine grid 2 are arranged from left to right They are sequentially arranged in the upper cavity of the grid room 41 , and the swirling flow grit chamber 3 is arranged on the right side of the grid room 41 . The coarse grid is a rotary grid with a grid spacing of 10mm. The fine grid is a rotary drum grid with a grid spacing of 2 mm. Coarse grid 1 and fine grid 2 have realized double interception. The size of the cyclone grit chamber 3 is determined according to the water inflow. Other components and connections are the same as those in the first embodiment.
specific Embodiment approach 3
[0014] Specific implementation mode three: as figure 1 As shown, the biological floc filtration sedimentation tank in this embodiment is composed of a tank body 4, a water distribution pipe 5, an outlet channel 6 and a mud discharge pipe 9. The outlet channel 6 is arranged in the upper part of the pool body 4, and the pool body 4 The bottom end face is provided with several mud grooves 8, the water distribution pipe 5 is arranged in the bottom of the pool body 4 and one end of the water distribution pipe 5 passes through the side wall of the pool body 4, and the mud discharge pipe 9 is arranged in the bottom of the pool body 4 and Located below the water distribution pipe 5 , the mud discharge pipe 9 passes through several mud tanks 8 and one end of the mud discharge pipe 9 passes through the side wall of the tank body 4 . The high-efficiency biological floc filtration and sedimentation device is an existing technology, in which the sewage is efficiently filtered and precipita...
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