Sewage plant tail water treatment system
A technology of treatment system and sewage plant, which is applied in biological water/sewage treatment, water/sludge/sewage treatment, multi-stage water treatment, etc. Low removal rate and other problems, to achieve the effect of low construction and operation cost, large processing capacity and no energy consumption
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Embodiment 1
[0034] like figure 1 and figure 2 The tail water treatment system of the sewage plant shown in the example is located near the site of a sewage treatment plant. After excavation and leveling, the surrounding areas are built with sand and stones. In the middle, a 1.2-meter-high 24-wall is built with red bricks and concrete powder is used to prevent seepage. Construct a five-grid hairpin curved ditch with four turns. The ditch is 1.2m wide and has a total length of more than 1200m. The ditch is equipped with a water inlet 1 and a water outlet 6;
[0035] The bottom of the hairpin curved ditch is laid with a substrate 7 on which submerged plants 5 are planted, and multiple groups of regulating plates are sequentially arranged in the hairpin curved ditch between the water inlet 1 and the water outlet 6 The water flow regulating plate group includes a first-class water flow regulating plate 21 and a second-class water flow regulating plate 22. The front plate of the first-class w...
Embodiment 2
[0050] Renovate the landscape pond when building a villager activity square in a certain place, and at the same time treat the local polluted natural water body and a small amount of sewage tail water from the village-run food factory and introduce it into the landscape water body;
[0051] This embodiment is substantially the same as Embodiment 1, the difference being that the 1.2-meter-high 24-wall of the landscape pond is constructed with red bricks and coated with concrete powder for anti-seepage, and a four-grid hairpin curved ditch that turns three times is constructed. 1.2m wide and over 400m in total length,
[0052] Concrete construction operation process is identical with embodiment 1, and its difference is: water flow is that flow is 10m 3 / h (wherein the food factory sewage tail water is 2m 3 / h).
[0053] performance testing
[0054] The ammonia nitrogen content, chemical oxygen demand (COD), total nitrogen content and total phosphorus content in the tail water...
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