Technical method for anaerobic enhanced biological phosphorus removal of sewage treatment plant
A sewage treatment plant, biological phosphorus removal technology, applied in the direction of biological water/sewage treatment, water/sludge/sewage treatment, chemical instruments and methods, etc., can solve the problems of limited effect, high operating cost, complicated operation, etc. Achieve large aperture and obvious effect
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[0026] Example 1
[0027] (1) 54% iron powder, 27% coconut shell activated carbon, 17.5% bentonite and 1.5% ammonium hydrogencarbonate, and then pressed into a diameter of 3 cm spherical particles, transfer it to a 550 ° C reaction furnace, high temperature in a nitrogen atmosphere Heat treatment 2H, prepared iron composite functional materials similar to ceramics;
[0028] (2) In the anaerobic pool prepared by step (1), the pH of the UCT water treatment process is 7.1, and the auspeal pond has 6 gallery channels, starting from the anaerobic pool. The neutral grille frames filled with composite functional materials in the middle of the first, 2, 3, 4, and 5 corridors; the returning pump is installed in the end of the 4th corner of the anaerobic pool, and the wastewater is returned to the first corridor Inlet position, the flow rate of reflow wastewater is 15% of the anaerobic pool inlet flow.
[0029] The total phosphorus removal rate of the anaerobic pool of the anaerobic pool of...
Example Embodiment
[0031] Example 2
[0032] (1) 51% iron powder, 34% coconut shell activated carbon, 13.5% polyvinyl alcohol, 1.5% sodium hydrogencarbonate, then pressed into a diameter of 3 cm spherical particles, transferred to 550 ° C reactor, in a nitrogen atmosphere High temperature heat treatment for 2 h, preparing iron composite functional materials;
[0033] (2) In the anaerobic pool prepared by step (1) to the anaerobic pool of the UCT water treatment process, the pH of the water body is 6.8, and the anaerobic pool has a total of 6 gallery channels, and the first in the anaerobic pool. The middle of the 2, 3, 4, and 5 corridors are provided with a mesh griller frame with a composite functional material; the return pump is installed at the end of the 4th corridor of the anaerobic pool, and the wastewater is returned to the first corridor position. The flow rate of reflow waste water is 10% of the anaerobic pool.
[0034] The total phosphorus removal rate of the water treatment system for th...
Example Embodiment
[0035] Example 3
[0036] (1) 44% iron powder, 44% coconut shell activated carbon, 16.8% bentonite, 1.2% omestonium bicarbonate mix well, then pressed into a diameter of 3 cm spherical particles, transferred to a 700 ° C reaction furnace, high temperature in a nitrogen atmosphere Heat treatment 1.5H, prepared to obtain iron composite functional materials;
[0037] (2) Putting the composite functional material prepared by step (1) to an anaerobic pool of the UCT water treatment process, the water pH is 6.5, the anaerobic pool has 6 gallery channels, starting from the anaerobic pool 1, 2, 3, 4, 5 corridors are arranged with a mesh grille frame with a composite functional material; install a reflow pump at the end of the 4th corridor of the anaerobic pool, returning wastewater back to the first corridor Location, the flow rate of reflow waste water is 5% of the anaerobic pool inlet flow.
[0038] Conventional UCT water treatment process The total phosphorus removal rate of inhoxic po...
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