Processing system and processing method for purifying sewerage sludge filtrate
A purification treatment and sewage sludge technology, applied in biological water/sewage treatment, degassed water/sewage treatment, adsorption water/sewage treatment, etc., can solve the problems that microorganisms cannot purify sewage and prolong sewage purification time
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[0036] Example 1
[0037] Such as figure 1 As shown, the sewage sludge filtrate purification treatment system includes successively connected sedimentation tanks, multi-stage stripping towers, adjustment tanks, sequential batch activated sludge reaction tanks, ceramsite filter tanks, hollow ultrafiltration treatment devices, and Aerators connected to the sedimentation tank, multi-stage stripping tower, conditioning tank, and sequential batch activated sludge reaction tank, the sludge tank connected to the sedimentation tank, and the decanter installed in the sequential batch activated sludge reaction tank , The multi-stage stripping tower includes a blower.
[0038] Such as figure 2 As shown, the hollow ultrafiltration treatment device includes two or more storage tubes 1, hollow fiber membranes (not shown) integrated in the storage tubes 1, and each storage tube 1 is provided with a filtrate inlet 2 Sewage outlet 5, purified water outlets 3, 4, filtrate inlet 2 of storage pipe 1...
Example Embodiment
[0040] Example 2
[0041] The sedimentation tank is 15 meters long, 3 meters wide, effective depth is 2 meters, and the residence time is 2 hours. After the filtrate water is aerated and settled in the sedimentation tank, most of the sludge particles passing through the filter holes of the filter cloth are removed from the water at the beginning of the filter press. After sedimentation, the sludge pump is discharged into the sludge tank; the average effluent quality of the sedimentation tank: chemical oxygen demand is about 1170mg·L -1 , The biological oxygen demand is 570mg·L -1 , Suspended solids is 160mg·L -1 , The removal rate of total phosphorus and ammonia nitrogen is not obvious.
[0042] The effluent from the sedimentation tank is transported by the sewage pump to the air stripping tower to remove ammonia and nitrogen. The pH value is adjusted to about 10 with lime. The sewage enters from the top and sprays downwards, collides with the packing to form fine droplets, and th...
Example Embodiment
[0047] Example 3
[0048] The difference from Example 2 is:
[0049] The residence time of the filtrate in the sedimentation tank is 1.5 hours. Average water quality of sedimentation tank: chemical oxygen demand is about 950mg·L -1 , The biological oxygen demand is 494mg·L -1 , Suspended matter is 150mg·L -1 , The removal rate of total phosphorus and ammonia nitrogen is not obvious.
[0050] Adjust the pH to about 9.5 with lime. The residence time in the stripping tower is 1 hour, the water temperature is heated to 60℃, and the gas-water ratio is 2000~2500m 3 / m 3 , The ammonia nitrogen removal rate of the stripping tower can reach 48%, and the average ammonia nitrogen effluent concentration is about 20.1mg·L -1 .
[0051] The pH in the regulating tank is adjusted to a value of 6.5; the residence time in the regulating tank is 3 hours; the average chemical oxygen demand of the effluent from the regulating tank is 800mg·L -1 , The biological oxygen demand is 420mg·L -1 , Ammonia ni...
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