Denitrification treatment process for livestock and poultry breeding wastewater with high ammonia nitrogen and low carbon nitrogen ratio
A technology for livestock and poultry breeding wastewater and low carbon-to-nitrogen ratio, which is applied in the fields of animal husbandry wastewater treatment, biological water/sewage treatment, water/sludge/sewage treatment, etc., and can solve problems such as poor denitrification effect and achieve poor solution effect , Improve the effect of denitrification and reduce the effect of impact
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Embodiment 1
[0035] The present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments: take this as an example to further describe and illustrate this patent, and the implementation cases described here are only used to explain the present invention, and do not limit the invention.
[0036] The invention provides a process for denitrification of livestock and poultry breeding wastewater with high ammonia nitrogen and low carbon to nitrogen ratio, such as figure 1 shown, including the following steps:
[0037] S100. The waste water enters the regulating pool for uniform water volume and water quality. The regulating pool is equipped with a mixer, which can be a vertical mixer or other types of mixers; the regulating pool is a square pool body, and the hydraulic retention time is 1.5-2.5h;
[0038] S200. The effluent enters the anaerobic hydrolysis tank. The anaerobic hydrolysis tank is an upflow anaerobic hydrolysis tank. ...
Embodiment 2
[0051] The basic content of the present embodiment is the same as that of Example 1, and the difference is that the hydraulic retention time of the regulating tank is 1.5h; the hydraulic retention time of the anaerobic hydrolysis tank is 16h; L; the sedimentation time of the sedimentation tank is 3h; the hydraulic retention time of the anammox tank is 20h, and the density of the filler is 0.97g / cm 3 , The filler filling rate is 45%.
[0052] The test results show that the effect produced after parameter adjustment is similar to that of Example 1, basically the same as Example 1.
Embodiment 3
[0054] The basic content of this embodiment is the same as that of Example 1. The difference is that the hydraulic retention time of the regulating tank is 2.5h, the hydraulic retention time of the anaerobic hydrolysis tank is 18h, the hydraulic retention time of the nitrosation tank is 14h, and DO is 0.8mg / L, the sedimentation time of the sedimentation tank is 4h, the hydraulic retention time of the anammox tank is 24h, and the density of the filler is 1.0g / cm 3 , The filler filling rate is 50%.
[0055] The test results show that the effect produced after parameter adjustment is similar to that of Example 1, basically the same as that of Example 1.
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Abstract
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