Water feeding method and device for improving nitrogen removal efficiency of constructed infiltration system
A technology of denitrification efficiency and water inlet device, applied in chemical instruments and methods, water/sewage multi-stage treatment, water/sludge/sewage treatment, etc., can solve the problems of low hydraulic load and increased workload, and meet the requirements Low, improve the removal rate, improve the effect of nitrogen removal efficiency
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Embodiment 1
[0038] according to figure 1 It can be seen that a water intake method for improving the denitrification efficiency of the artificial infiltration system comprises the following steps:
[0039] (1) Raw sewage collection and pre-treatment: The raw sewage 1 in the drainage ditch E is pumped into the sedimentation tank A by the control valve D connected to the sedimentation tank A and the sewage pump 2; the raw sewage 1 can be removed in the sedimentation tank A and suspended At the same time, the microorganisms attached to the surface of floating plants and their own absorption of nutrients can remove part of N, P, BOD and COD;
[0040] (2) Water level raising: The pretreated raw sewage 1 in the sedimentation tank A is lifted to the high level tank B by the sewage pump 3, and the water stored in the high level tank B can pass through the control valve F under the action of gravity when needed Direct access to quick seepage pool C.
[0041] (3) Advanced treatment: After the hig...
Embodiment 2
[0043] according to figure 2 , image 3 It can be seen that a water inlet device for improving the denitrification efficiency of the artificial rapid infiltration system: it includes a sedimentation tank A, a high level tank B, a quick seepage tank C, a control valve D, a drainage ditch E, a control valve F, and raw sewage 1, Sewage pump 2, sewage pump 3, water inlet pipe 4, perforated water distribution pipe 5, water outlet pipe 6, filler 7 (the surface layer is natural river sand with a particle size of 1.5-2 mm, and the second layer is natural river sand with a particle size of 2-4 mm Sand, the third layer is pebbles with a particle size of 20-100 mm, the fourth layer is coarse sand with a particle size of 4-8 mm, and the fifth layer is pebbles with a particle size of 20-100 mm). It is characterized in that: the sedimentation tank A is connected to the drainage ditch E through the sewage pump 2 and the control valve D on the pipeline, and the drainage ditch E regulates th...
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