Rapid pollutant reducing method for river and lake restoration
A pollutant, rapid technology, applied in chemical instruments and methods, polluted waterway/lake/pond/river treatment, biological treatment devices, etc., can solve problems such as poor effluent quality, low treatment efficiency, and low sewage treatment capacity , to achieve the effect of saving operating costs, high treatment efficiency, and improving sewage treatment capacity
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Embodiment 1
[0041] It is a closed lake with an area of 15,600 square meters and an average depth of 3m. There are rainwater outlets around the lake, and there is pollution from initial rainwater and surface runoff. The water volume of the sewage outlet is 5t / h, and the main pollutants are COD, ammonia nitrogen, total nitrogen and total phosphorus. The water quality before treatment was inferior to Class V in the Surface Water Environmental Quality Standard (GB3838-2002). The specific water quality: PH 7~9, COD 105mg / L, ammonia nitrogen 6.0mg / L, and total phosphorus 2.0mg / L.
[0042]Due to the current situation, the sewage cannot be connected to the sewage pipe network, and the surrounding land resources are tight, so it is impossible to use integrated sewage treatment equipment for purification. The process of the invention is adopted to treat the sewage at the sewage outlet. In the existing river channel, a three-stage water treatment area is constructed by using soft enclosures, and ...
Embodiment 2
[0050] A certain river course flowing from east to west with a length of 5000m, an average width of 15m and an average depth of 3m has a direct sewage outlet at the westernmost end, causing pollution to the water body of the river. The water volume of the sewage outlet is 10t / h, and the main pollutants are COD, ammonia nitrogen, total nitrogen and total phosphorus. The water quality before treatment was inferior to Class V in the Surface Water Environmental Quality Standard (GB3838-2002). The specific water quality: PH 7~9, COD 90mg / L, ammonia nitrogen 3.3mg / L, and total phosphorus 1.0mg / L.
[0051] Due to the current situation, the sewage cannot be connected to the sewage pipe network, and the surrounding land resources are tight, so it is impossible to use integrated sewage treatment equipment for purification. The process of the invention is adopted to treat the sewage at the sewage outlet. In the existing river channel, a three-stage water treatment area is constructed by...
Embodiment 3
[0059] A city river with a length of 400m, an average width of 9m, and an average depth of 1.2m has a rainwater outfall at the starting point, and some sewage is mixed in the upstream rainwater pipes, causing pollution to the water body of the river. The water volume of the sewage outlet is 15t / h, and the main pollutants are COD, ammonia nitrogen, total nitrogen and total phosphorus. The water quality before treatment was inferior to Class V in the Environmental Quality Standard for Surface Water (GB3838-2002). The specific water quality: PH 7~9, COD 135 mg / L, ammonia nitrogen 5 mg / L, and total phosphorus 2 mg / L.
[0060] Due to the current situation, the sewage cannot be connected to the sewage pipe network, and the surrounding land resources are tight, so it is impossible to use integrated sewage treatment equipment for purification. The process of the invention is adopted to treat the sewage at the sewage outlet. In the existing river channel, a three-stage water treatment...
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