Autotrophic anti-clogging constructed wetland for deep purification of tail water of sewage treatment plant
A technology for sewage treatment and deep purification, applied in biological water/sewage treatment, multi-stage water/sewage treatment, water/sludge/sewage treatment, etc., can solve problems such as system blockage and self-supporting wetland matrix compaction, and achieve Reduce the use of water pumps, save energy, and improve the effect of phosphorus removal
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Embodiment 1
[0032] This embodiment provides a new type of self-supporting anti-clogging vertical flow artificial wetland for deep purification of tail water in sewage treatment plants. The structure is as follows figure 1 As shown, it includes a water purification plant 1, a water collection area 2, a core functional filler matrix area 3, a pebble layer 4, a water distribution and mud discharge area, and a chemical dosing box 18 arranged in sequence from top to bottom. The area includes a perforated support plate 5, a channel 6, a multi-bucket V-shaped mud collection tank 7, and a support column 8. The water inlet pipe 10 is arranged in the water distribution and mud discharge area, and the support column 8 is fixed at the bottom of the wetland. The support column 8 supports a perforated support plate 5 on which channels 6 are arranged. In order to make the sludge at the bottom of the pool slide smoothly into the sludge hopper and reduce the depth of the pool, this embodiment adopts sever...
Embodiment 2
[0040] This example mainly studies the optimal dosage of sodium thiosulfate in the influent water of the autotrophic denitrification zone based on the constructed wetland system of Example 1, adding 1 times, 1.5 times, 2 times and 2.5 times of sodium thiosulfate respectively The denitrification and denitrification effect of the filter at the theoretical dosage, through the denitrification effect and economic analysis of different dosages of sodium thiosulfate, the optimal dosage of sodium thiosulfate is obtained. Influent NO was measured during the experimental study 3 - -N concentration is about 7.0mg / L, influent TN concentration is about 7.5mg / L, hydraulic retention time is 2.5h.
[0041] comprehensive Figure 5 According to the experimental results and analysis of the autotrophic denitrification reaction equation in which sodium thiosulfate participates, the removal of 1mg NO 3 - -N will produce 11.538mg of SO 4 2- . Under the principle of considering the cost and en...
Embodiment 3
[0043] This example mainly explores the purification effect of the self-supporting anti-clogging vertical flow constructed wetland in Example 1 on the tail water of an actual sewage treatment plant. The influent water is the tail water of a sewage treatment plant, plus 1.5 times the theoretical dosage of sodium thiosulfate, and pumped into the water inlet pipe after being stirred well. The relevant indicators of the influent water are shown in Table 1, and the hydraulic retention time HRT is 2.5h. Deep purification effect of an autotrophic vertical flow constructed wetland during steady operation.
[0044] Based on the experimental results and analysis in Table 1, the constructed wetland has a good effect on the deep purification of the tail water of the sewage treatment plant, the quality of the effluent is far better than the surface water II standard, and the SO in the effluent is effectively reduced. 4 2- theoretical output.
[0045] Table 1 The average concentration and...
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