Treatment technology for small runoff and heavily-polluted river branches
A heavy pollution and runoff technology, applied in water/sewage multi-stage treatment, water/sludge/sewage treatment, flocculation/sedimentation water/sewage treatment, etc., can solve problems such as huge engineering volume, difficult cleaning, and large construction volume , to achieve the effect of improving water quality, reducing treatment costs, and reducing dredging times
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Embodiment 1
[0018] This embodiment is a drainage channel near Quanzhou Teachers College. The water quality is apparently Class 5, turbid and black, with a slight peculiar smell, and the flow rate is about 0.02 cubic meters per second. Build a dam with sandbags near the sewage outlet, the dam crest is 0.2 meters away from the normal water surface, and barbed wire is placed on the dam in parallel and protrudes from the dam crest to increase the oxygenation effect of the falling water. (When the effluent water quality is poor, it is also possible to hang and soak hydrogen peroxide slow-release medicine packs or calcium peroxide to supplement the oxygenation of the water body, so that the anaerobic flora of the sediment is gradually replaced by the facultative flora to eliminate odor. It can also be used in On the crest of the drop dam, various plants are planted on the side of the dam, which also play the role of a trash control belt and a biological wetland.) A sewage pit is dug in front of ...
Embodiment 2
[0029] This example is a small tidal tributary in Quanzhou Bay entering Jinjiang. The difference in height of the water surface before and after the tide is about 1 meter. When the tide is low, the water quality is apparently inferior to category 5, turbid, black and smelly, and the flow rate is about 0.1 cubic meters per second. When the tide is high, it is difficult to measure the flow rate, and the water quality appears to be category 4-5. Sandbags are used to block the river to form two dams, with a distance of 10 meters between the dams. A sewage pit with a depth of about 1 meter is dug and runs through the entire cross-section of the river bottom. The water surface is about 0.5 meters and 0.3 meters higher than before the river was not blocked. The distance from the hanging bag to the dam is determined on the basis of the large flocs formed before the water flow reaches the dam, that is, the time from when the water encounters the slow-release flocculant to when it flows...
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