Purification system of transfusion type biology bed in use for treating polluted river water
A purification system and biological bed technology, applied in the field of polluted river treatment, can solve the problems of environmental side effects, difficult long-term application, high cost, etc., achieve the effects of wide source of raw materials, realization of waste utilization, and wide application prospects
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Embodiment 1
[0021] The length, width and depth of the pool body are 12.0m, 2.0m and 2.0m respectively, the volume ratio of the pebble area, waste brick and waste pottery area, and zeolite area is 1:2:1, and the volume ratio of waste brick and waste pottery is 2 : 1. The water temperature is 26.6°C, the hydraulic retention time HRT=8h, the hydraulic load is 0.94m / h, COD and NH are measured when entering the water 4 + - When the concentrations of N are 58.1mg / L and 7.75mg / L respectively, COD and NH are measured after flowing through the system 4 + The concentrations of -N are 28.3mg / L and 0.50mg / L respectively. 4 + The removal rates of -N were 51.3% and 93.5%, respectively.
Embodiment 2
[0023] The length, width and depth of the pool body are 12.0m, 2.0m and 2.0m respectively, the volume ratio of the pebble area, waste brick and waste pottery area, and zeolite area is 1:2:1, and the volume ratio of waste brick and waste pottery is 2 : 1. The water temperature is 25°C, the hydraulic retention time HRT=6h, the hydraulic load is 1.25m / h, COD and NH are measured when entering the water 4 + - When the concentrations of N are 25.1mg / L and 4.21mg / L respectively, COD and NH are measured after flowing through the system 4 + The concentrations of -N are 16.2mg / L and 0.49mg / L respectively. 4 + -N removal rates were 35.6%, 88.3%.
Embodiment 3
[0025] The length, width and depth of the pool body are 12.0m, 2.0m and 2.0m respectively, the volume ratio of the pebble area, waste brick and waste pottery area, and zeolite area is 1:2:1, and the volume ratio of waste brick and waste pottery is 2 : 1. The water temperature is 18.8°C, the hydraulic retention time HRT=4h, the hydraulic load is 1.88m / h, COD and NH are measured when the water enters 4 + - When the concentrations of N are 27.1mg / L and 6.61mg / L respectively, COD and NH are measured after flowing through the system 4 + The concentrations of -N are 17.1mg / L and 1.48mg / L respectively. 4 + The removal rates of -N were 36.7% and 77.6%, respectively.
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