High organic substance and high ammonia nitrogen waste water biological treatment apparatus
A biological treatment equipment and organic matter technology, applied in the field of wastewater biological treatment equipment, can solve the problems of high investment and operating costs, poor ammonia nitrogen removal effect, and large floor space, achieving low investment and operating costs, and good ammonia nitrogen removal effect. , the effect of small equipment footprint
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specific Embodiment approach 1
[0008] Specific implementation mode one: combine figure 1 This embodiment is described. This embodiment consists of an anaerobic treatment device and an aerobic treatment device. mud 5, a plurality of first sampling pipes 6, an upper anaerobic reaction cylinder 7, a three-phase separator 8 and an air outlet pipe 9, and the lower anaerobic reaction cylinder consists of an upper cylinder 3-1 and a conical bottom cylinder 3 -2, the upper cylinder body 3-1 is connected to the conical bottom cylinder 3-2 through a flange, and the water inlet pipe 1 is installed on the lower end surface of the conical bottom cylinder 3-2 and connected to the conical bottom cylinder 3-2 connected, the anaerobic granular sludge 5 is set in the upper cylinder 3-1, and the upper anaerobic reaction cylinder 7 is installed on the upper end surface of the upper cylinder 3-1 and connected with the upper cylinder 3 -1 communication, the lower end of the three-phase separator 8 is set in the upper anaerobic ...
specific Embodiment approach 2
[0009] Specific implementation mode two: combination figure 1 The present embodiment will be described. The aerobic reactant 16 of the present embodiment is ordinary activated sludge. With such settings, the removal rate of organic matter reaches 85% to 90%, and the removal rate of ammonia nitrogen reaches 70% to 80%. Other compositions and connections are the same as in the first embodiment.
specific Embodiment approach 3
[0010] Specific implementation mode three: combination figure 1 The present embodiment will be described. The aerobic reactant 16 of the present embodiment is aerobic granular sludge. With such settings, the removal rate of organic matter can reach more than 90%, and the removal rate of ammonia nitrogen can reach more than 80%. Other compositions and connections are the same as in the first embodiment.
[0011] Specific implementation mode four: combination figure 1 The present embodiment will be described. The aerobic reactant 16 of the present embodiment is a biocarrier. With such settings, the removal rate of organic matter can reach more than 90%, and the removal rate of ammonia nitrogen can reach more than 85%. Other compositions and connections are the same as in the first embodiment.
[0012] Specific implementation mode five: combination figure 1 To illustrate this embodiment, the anaerobic treatment device of this embodiment is further provided with a gas collect...
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