System and method for realizing online treatment of black-smelly riverway water
A technology for rivers and water bodies, applied in chemical instruments and methods, water pollutants, filtration treatment, etc., can solve the problems of lack of anaerobic treatment units, high manpower and material costs, polluted water bodies, etc., to improve treatment efficiency and save economic consumption , the effect of efficient processing
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[0045] When the sewage outlet enters the river, the water body and the main river can be effectively isolated by a suspended diversion retaining wall. The distance between the diversion wall and the river bank is D=1.5-3m. The length of a single diversion wall is designed according to 20m, and the height is designed according to 1.5m. The diversion wall is made of EPDM material as a whole, the upper part is embedded with floats, and the lower part is connected with counterweights (sandbags), which will effectively collect and intercept the incoming water at the discharge inlet, ease the flow rate, and provide time for microorganisms to attach, which is beneficial to microorganisms reproduction and aggregation. A water quality treatment and purification unit is installed in the diversion retaining wall, and the treatment process adopts a circular purification system of "sedimentation-anaerobic-contact oxidation-aquatic plants". And according to the specific water quality, the l...
Embodiment example 1
[0054] The average flow velocity of the sewage outlet of a certain river is 0.25L / s, and the water depth is 1.8m. The water quality indicators of the incoming water are shown in the following table:
[0055]
[0056] According to the incoming water flow rate and water quality, the length of the sedimentation section is designed to be 5m, the length of the anaerobic section is 15m, the length of the contact oxidation section is 15m, the length of the plant section is 10m, and the total HRT is 120h. Among them, the HRT of the anaerobic section is 45h, the HRT of the contact oxidation section is 45h, and the HRT of the plant section is 30h.
[0057] After 45 days of continuous water quality monitoring, the results are as follows:
[0058] The average water quality of the effluent in the anaerobic section:
[0059]
[0060] The average water quality of the outlet water in the contact oxidation section:
[0061]
[0062] Average water quality of plant segment output wate...
Embodiment example 2
[0066] The average flow velocity of the sewage outlet of a certain river is 1L / s, and the water depth is 1.5m. The water quality indicators of the incoming water are shown in the following table:
[0067]
[0068] According to the flow rate and water quality of the incoming water, the purification system is designed to circulate twice. The length of the first round of sedimentation section is 5m, the length of the anaerobic section is 20m, the length of the contact oxidation section is 15m, and the length of the plant section is 10m. The length of the second round of anaerobic section is 10m, the length of the contact oxidation section is 10m, and the length of the plant section is 10m. The total length is 80m.
[0069] The total HRT is 80h. Among them, the HRT of the first round of anaerobic section is 20h, the HRT of the contact oxidation section is 15h, and the HRT of the plant section is 10h. The HRT of the second round of anaerobic stage is 10h, the HRT of the contac...
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