Efficient sewage treatment system

Abstract

The utility model discloses an efficient sewage treatment system. The efficient sewage treatment system comprises an air pump, a first power water pump, a second power water pump, an efficient jet mixer, an aerobic tank and an anaerobic tank, the air pump and the first power water pump are respectively connected with an inlet of the efficient jet mixer; a rotational flow granular sludge reactor is arranged at the top of the aerobic tank, a sludge bucket is arranged at the bottom of the aerobic tank, and an inlet of the rotational flow granular sludge reactor is connected with an outlet of the efficient jet mixer; an opening is formed in the mud bucket and is connected with an inlet of the second power water pump; an outlet of the second power water pump is connected with an inlet of the efficient jet mixer; a water inlet is formed in the upper part of the anaerobic tank, a first water outlet is formed in the bottom of the anaerobic tank, and a composite filter material layer is arranged between the water inlet and the water outlet; the efficient sewage treatment system can improve the sewage treatment efficiency, reduce the occupied area and improve the sewage treatment effect.

Description

A high-efficiency wastewater treatment system Technical Field

[0001] This utility model relates to the field of wastewater treatment technology, and specifically to a high-efficiency wastewater treatment system. Background Technology

[0002] Wastewater treatment is the process of purifying wastewater to meet the water quality requirements for discharge into a water body or for reuse. Wastewater treatment is widely used in various fields such as construction, agriculture, transportation, energy, petrochemicals, environmental protection, urban landscaping, healthcare, and catering, and is increasingly becoming a part of everyday life for ordinary people.

[0003] Currently, wastewater treatment equipment suffers from problems such as large footprint, high dissolved oxygen levels in anaerobic tanks, poor phosphorus removal, and unstable COD and ammonia nitrogen treatment effects.

[0004] In view of the above, this utility model is hereby proposed. Summary of the Invention

[0005] To address the shortcomings of existing technologies, this utility model provides a high-efficiency sewage treatment system to improve sewage treatment efficiency, reduce land area, and enhance sewage treatment effect. The high-efficiency sewage treatment system includes an air pump, a first power water pump, a second power water pump, a high-efficiency jet mixer, an aerobic tank, and an anaerobic tank.

[0006] The air pump and the first power water pump are respectively connected to the inlet of the high-efficiency jet mixer;

[0007] The aerobic tank is equipped with a vortex granular sludge reactor at the top and a sludge hopper at the bottom. The inlet of the vortex granular sludge reactor is connected to the outlet of the high-efficiency jet mixer. The sludge hopper has an opening that is connected to the inlet of the second power water pump. The outlet of the second power water pump is connected to the inlet of the high-efficiency jet mixer.

[0008] The anaerobic tank is provided with an inlet at the top and a first outlet at the bottom, and a composite filter layer is provided between the inlet and the outlet.

[0009] Preferably, the composite filter layer is composed of sponge iron filter media and manganese sand filter media.

[0010] Preferably, there are multiple swirl granular sludge reactors, and each swirl granular sludge reactor is provided with a switch between it and the high-efficiency jet mixer.

[0011] Preferably, a second outlet is provided at the top of the aerobic tank, and the second outlet is connected to the inlet.

[0012] The beneficial effects of this utility model are reflected in:

[0013] This utility model's high-efficiency wastewater treatment system utilizes a vortex granular sludge reactor in an aerobic tank to form aerobic activated granular sludge, which has a better treatment effect than conventional flocculent sludge and occupies less space. Furthermore, the use of a high-efficiency jet mixer ensures thorough mixing, resulting in high oxygen utilization in the aerobic tank and better contact between wastewater, oxygen, and activated granular sludge, thus improving treatment efficiency and effectiveness. Additionally, the composite filter layer in the anaerobic tank contains sponge iron and manganese sand filter media. Since the dissolved oxygen requirement in the anoxic tank is no greater than 0.5 mg / L, the sponge iron acts as an oxygen remover, controlling the dissolved oxygen below 0.5 mg / L, ensuring nitrogen and phosphorus removal in the denitrification reaction. Moreover, the manganese sand filter media effectively adsorbs and filters total phosphorus in the wastewater while also filtering suspended solids. Attached Figure Description

[0014] To more clearly illustrate the specific embodiments of this utility model or the technical solutions in the prior art, the drawings used in the description of the specific embodiments or the prior art will be briefly introduced below. In all the drawings, similar elements or parts are generally identified by similar reference numerals. In the drawings, the elements or parts are not necessarily drawn to scale.

[0015] Figure 1 is a schematic diagram of the structure of a high-efficiency sewage treatment system provided in an embodiment of the present invention.

[0016] In the attached diagram, 1-air pump, 2-first power water pump, 3-second power water pump, 4-high-efficiency jet mixer, 5-aerobic tank, 6-anaerobic tank, 7-cyclone granular sludge reactor, 8-sludge hopper, 9-opening, 10-inlet, 11-first outlet, 12-composite filter layer, 13-switch, 14-second outlet. Detailed Implementation

[0017] The embodiments of the present invention will now be described in detail with reference to the accompanying drawings. These embodiments are merely illustrative of the present invention and should not be construed as limiting the scope of protection of the present invention.

[0018] It should be noted that, unless otherwise stated, the technical or scientific terms used in this application shall have the ordinary meaning as understood by one of ordinary skill in the art to which this utility model pertains.

[0019] This utility model provides a high-efficiency sewage treatment system, as shown in Figure 1. The high-efficiency sewage treatment system includes an air pump 1, a first power water pump 2, a second power water pump 3, a high-efficiency jet mixer 4, an aerobic tank 5, and an anaerobic tank 6.

[0020] Air pump 1 and first power water pump 2 are respectively connected to the inlet of high-efficiency jet mixer 4 to pump air and sewage into high-efficiency jet mixer 4;

[0021] The top of the aerobic tank 5 is equipped with a vortex granular sludge reactor 7 and the bottom is equipped with a sludge hopper 8. The inlet of the vortex granular sludge reactor 7 is connected to the outlet of the high-efficiency jet mixer 4. The sludge hopper 8 is equipped with an opening 9, which is connected to the inlet of the second power water pump 3. The outlet of the second power water pump 3 is connected to the inlet of the high-efficiency jet mixer 4.

[0022] The anaerobic tank 6 has an inlet 10 at the top and a first outlet 11 at the bottom, with a composite filter layer 12 between the inlet 10 and the outlet 11.

[0023] In one embodiment, the composite filter layer 12 is composed of sponge iron filter media and manganese sand filter media.

[0024] In one embodiment, there are three swirl granular sludge reactors 7, and each swirl granular sludge reactor 7 is provided with a switch 13 between it and the high-efficiency jet mixer 4.

[0025] In one embodiment, a second outlet 14 is provided at the upper part of the aerobic tank 5, and the second outlet 14 is connected to the inlet 10.

[0026] This utility model's high-efficiency wastewater treatment system utilizes a vortex granular sludge reactor 7 in the aerobic tank 5 to form aerobic activated granular sludge, which has a better treatment effect than conventional flocculent sludge and occupies less space. In addition, the use of a high-efficiency jet mixer 5 ensures thorough mixing, resulting in high oxygen utilization in the aerobic tank and better contact between wastewater, oxygen, and activated granular sludge, thus improving treatment efficiency and effect. Furthermore, the composite filter layer 12 in the anaerobic tank contains sponge iron and manganese sand filter media. Since the dissolved oxygen requirement in the anoxic tank is no more than 0.5 mg / L, the sponge iron, as an oxygen remover, can control the dissolved oxygen below 0.5 mg / L, ensuring denitrification and phosphorus removal in the denitrification reaction. Moreover, the manganese sand filter media can effectively adsorb and filter total phosphorus in the wastewater, while also filtering suspended solids in the water.

[0027] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of this utility model, and not to limit it. Although the utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art should understand that modifications can still be made to the technical solutions described in the foregoing embodiments, or equivalent substitutions can be made to some or all of the technical features. Such modifications or substitutions do not cause the essence of the corresponding technical solutions to deviate from the scope of the technical solutions of the embodiments of this utility model, and they should all be covered within the scope of the claims and specification of this utility model.

Claims

1. A high-efficiency wastewater treatment system, characterized in that, The high-efficiency wastewater treatment system includes an air pump, a first power water pump, a second power water pump, a high-efficiency jet mixer, an aerobic tank, and an anaerobic tank. The air pump and the first power water pump are respectively connected to the inlet of the high-efficiency jet mixer. A vortex granular sludge reactor is installed at the top of the aerobic tank, and a sludge hopper is installed at the bottom. The inlet of the vortex granular sludge reactor is connected to the outlet of the high-efficiency jet mixer. An opening is provided on the sludge hopper, and the opening is connected to the inlet of the second power water pump. The outlet of the second power water pump is connected to the inlet of the high-efficiency jet mixer. An inlet is provided at the top of the anaerobic tank, and a first outlet is provided at the bottom. A composite filter media layer is provided between the inlet and the outlet.

2. The high-efficiency wastewater treatment system according to claim 1, characterized in that, There are multiple swirl granular sludge reactors, and each swirl granular sludge reactor is connected to the high-efficiency jet mixer by a switch.

3. The high-efficiency wastewater treatment system according to claim 1, characterized in that, The aerobic tank is provided with a second outlet at the top, and the second outlet is connected to the inlet.

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