CN209065652U - Integrated domestic sewage treatment system - Google Patents

Integrated domestic sewage treatment system Download PDF

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Publication number
CN209065652U
CN209065652U CN201821075213.0U CN201821075213U CN209065652U CN 209065652 U CN209065652 U CN 209065652U CN 201821075213 U CN201821075213 U CN 201821075213U CN 209065652 U CN209065652 U CN 209065652U
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pond
homogenizing
light electrolysis
anaerobic pond
anaerobic
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CN201821075213.0U
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李明
范宗明
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Ye Chen Jiangsu Environmental Protection Technology Co Ltd
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Ye Chen Jiangsu Environmental Protection Technology Co Ltd
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Abstract

The utility model relates to integrated domestic sewage treatment systems, homogenizing anaerobic pond including being mounted on underground, the homogenizing anaerobic pond connects light electrolysis oxidation pond by immersible pump, the light electrolysis oxidation pond is located at the top of homogenizing anaerobic pond, rotating cage is equipped in the light electrolysis oxidation pond, the rotating cage surface is covered with biomembrane, the water outlet of the light electrolysis oxidation pond connects artificial swamp by outlet pipe, the outlet pipe is equipped with branch pipe, one end of the branch pipe is connect with homogenizing anaerobic pond, and the outlet of the artificial swamp is connect by return pipe with homogenizing anaerobic pond.The short occupied area of the utility model process is small, is combined using biology with ecological technique, only consumes a small amount of electricity, and without secondary pollution without adding chemical agent, energy consumption is greatly saved without in addition setting aerator in especially aerobic part.Operating cost is in 0.1-0.3 yuan/ton of water or so, and equipment day output is bigger, and ton water running expense is lower.

Description

Integrated domestic sewage treatment system
Technical field
The utility model relates to environmental technology fields, and in particular to integrated domestic sewage treatment system.
Background technique
The common biochemical method of sewage treatment has traditional activated sludge process, biofilter, A/O method and traditional biological contact oxygen Change method etc..Wherein: 1, traditional activated sludge process, the sewage that need to be handled and from secondary sedimentation tank flow back activated sludge and meanwhile enter Aeration tank squeezes into air along aeration pond length, so that sewage and activated sludge is sufficiently mixed contact, and obtain dissolved oxygen, in sewage Organic pollutant constantly by microorganism adsorption, decompose, purify the sewage.Disadvantage is as follows: aeration pool volume is big, takes up an area face Product is big, and capital cost is high;It is lower to the adaptability of water quality, water variation;Oxygen consumption rate and oxygen supply rate are difficult to along the long kiss in pond Unification causes;Nitrogen/Phosphorus Removal is poor.2, biofilter, the biological treatment structures being made of rubble or plastic products filler. The microbial film gap-contact grown on sewage and filler surface, makes to purify the sewage.Disadvantage is as follows: the SS requirement to water inlet Higher, influent concentration cannot be too high, otherwise easily causes filtrate conglomeration, blocking;It is larger that water inlet promotes head;Backwash requires Height, backwash effluent recycling enter primary sedimentation tank, have biggish impact load to primary sedimentation tank;Design or operational management is improper will cause filter The problems such as material outflows with water.3, A/O method is also anaerobic-aerobic technique, and A (Anacrobic) is anaerobism section, passes through denitrifying bacteria Denitrification achieve the purpose that denitrogenation;O (Oxic) is aerobic section, is removed by the metabolic activity of aerobic microbiological in water Phosphorus-containing matter and other organic matters in water.Disadvantage is as follows: capital expenditure is slightly higher;Occupied area is bigger than normal;Operational administrative is complicated. 4, filler is arranged in traditional biological contact oxidation method in pond, and the sewage being oxygenated submerges whole fillers, and with certain flow velocity Filler is flowed through, biomembrane is covered on filler, sewage is purified under the action of biofilm microorganisms.Disadvantage is as follows: as run Improper, filler may block;Water distribution gas distribution should not be uniform;Denitrogenation dephosphorizing ability is poor.
Utility model content
Purpose of the utility model is to overcome the above-mentioned shortcomings and provide integrated domestic sewage treatment systems, using life Object is combined with ecological technique, only consumes a small amount of electricity, without secondary pollution without adding chemical agent, especially aerobic part It is not necessary that aerator is in addition arranged, energy consumption is greatly saved.Operating cost is in 0.1-0.3 yuan/ton of water or so, and equipment day output Bigger, ton water running expense is lower.
Purpose of the utility model is realized as follows:
Integrated domestic sewage treatment system, the homogenizing anaerobic pond including being mounted on underground, the homogenizing anaerobic pond pass through Immersible pump connects light electrolysis oxidation pond, and the light electrolysis oxidation pond is located at the top of homogenizing anaerobic pond, the light electrolysis oxidation pond Interior to be equipped with rotating cage, the rotating cage surface is covered with biomembrane, and the water outlet of the light electrolysis oxidation pond is connected artificial by outlet pipe Wetland, the outlet pipe are equipped with branch pipe, and one end of the branch pipe is connect with homogenizing anaerobic pond, and the outlet of the artificial swamp passes through Return pipe is connect with homogenizing anaerobic pond.
Preferably, the preposition grid of the homogenizing anaerobic pond.
Preferably, the artificial swamp includes filler and plant, the filler be sequentially placed from bottom to up equipped with gravel layer, Gravel layer of sand and yellow sand layer.
Preferably, biologic packing material is filled in the pond of the homogenizing anaerobic pond, forms anaerobic organism film.
Preferably, the top of the light electrolysis oxidation pond is equipped with equipment station, and the equipment station is surrounded by ventilation opening.
The beneficial effects of the utility model are:
1. operation, maintenance cost are low;A small amount of electricity is only consumed, it is without secondary pollution without adding chemical agent, it is especially good Energy consumption is greatly saved without in addition setting aerator in oxygen part.Operating cost is in 0.1-0.3 yuan/ton of water or so, and equipment day Treating capacity is bigger, and ton water running expense is lower.
2. long service life, stable and reliable operation;It can operate normally at least 10 years, be not in material, electrical etc. Quality problems, long service life.
3. environmental suitability is strong, the use under a variety of weather conditions can be met;This set domestic sewage processing system is suitable for It sewage treatment under a variety of orographic conditions such as Plain, plateau, mountainous region, island of the environment temperature between -25 DEG C to 50 DEG C and returns With.Configurable (solar energy+wind energy) → (electric energy+thermal energy) converting system, the island, desert, mountain area of electricity consumption water difficulty with And very cold area also can effectively use.
4. the short occupied area of process is small;
5. treatment effect is preferable;For this set system treated water quality through detecting, effluent quality index meets GB18918- " basic item controlled highest allows concentration of emission " level-one A standard in 2002 " urban wastewater treatment firm pollutant emission standards ".
6. sludge is few;Minimal amount sludge is only generated, is returned in homogenizing anaerobic pond by return pipe.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Wherein: homogenizing anaerobic pond 1;Immersible pump 2;Light electrolysis oxidation pond 3;Rotating cage 4;Outlet pipe 5;Artificial swamp 6;Branch pipe 7; Return pipe 8;Equipment station 9.
Specific embodiment
Referring to Fig. 1, the utility model relates to integrated domestic sewage treatment systems, the homogenizing anaerobism including being mounted on underground Pond 1, the homogenizing anaerobic pond 1 connect light electrolysis oxidation pond 3 by immersible pump 2, and the light electrolysis oxidation pond 3 is located at homogenizing anaerobism The top in pond 1, the light electrolysis oxidation pond 1 is interior to be equipped with rotating cage 4, and 4 surface of rotating cage is covered with biomembrane, and the biomembrane passes through Rotating cage alternately contacts dirty water and air, makes the polluter in water body while carrying out biooxidation reactions and light electrolysis oxidation instead It answers, to be easier effectively to be degraded.Microorganism adhesion amount in the biomembrane of rotating cage is bigger, and water treatment efficiency is more preferable, fortune Row energy consumption is lower.The water outlet of the light electrolysis oxidation pond 1 connects artificial swamp 6 by outlet pipe 5, and the outlet pipe 5 is equipped with One end of branch pipe 7, the branch pipe 7 is connect with homogenizing anaerobic pond 1, and the outlet of the artificial swamp 6 is detested by return pipe 8 with homogenizing Oxygen pond 1 connects.
The homogenizing anaerobic pond 1 pre-processes sanitary sewage, and preposition grid removes bulky grain suspended matter, carries out in pond Water quality and quantity is adjusted, and fills biologic packing material in the pond of the homogenizing anaerobic pond 1, forms anaerobic organism film, reinforced anaerobic processing effect Fruit is effectively reduced the organic pollution load of subsequent processing units and carries out anaerobic reaction.Periodic cleaning is needed, normal cleaning cycle is Three months.
The artificial swamp 6 includes filler and plant, and the filler is sequentially placed from bottom to up equipped with gravel layer, gravel sand Layer and yellow sand layer.Further remove remaining organic matter and N, P in sewage.
The top of the light electrolysis oxidation pond is equipped with equipment station 9, and the equipment station 9 is surrounded by ventilation opening.It is described Equipment station has the functions such as preferable air permeability, rain-proof, electric discharge, guarantees the normal operation of equipment and prolongs the service life.
The process flow of this sewage disposal system the following steps are included:
1. a pair sanitary sewage pre-processes, preposition grid removes bulky grain suspended matter, carries out water quality and quantity adjusting in pond, And carry out anaerobic reaction.Periodic cleaning is needed, normal cleaning cycle is three months.Sewage is homogenized/anaerobism after, supernatant passes through latent Water pump enters light electrolysis oxidation pond.
2. realizing the degradation of organic pollutant under light electrolysis oxidation, biological oxidation by reasonably operation control With the removal of ammonia nitrogen, purifies rear portion water outlet and enter artificial swamp, a part water outlet is back to homogenizing anaerobism as nitrification liquid Pond, reflux ratio press 200%.
3. further purifying water and denitrogenation dephosphorizing, water outlet can direct emission or reuse;Artificial swamp generates a small amount of Sludge is back to homogenizing anaerobic pond through return pipe, the main body as homogenizing anaerobic pond Anaerobic Treatment.
In addition to the implementation, the utility model further includes having other embodiments, all to use equivalents or equivalent The technical solution that alternative is formed, should all fall within the protection scope of the utility model claims.

Claims (5)

1. integrated domestic sewage treatment system, it is characterised in that: the homogenizing anaerobic pond (1) including being mounted on underground, it is described equal Change anaerobic pond (1) by immersible pump (2) connection light electrolysis oxidation pond (3), the light electrolysis oxidation pond (3) is located at homogenizing anaerobic pond (1) top, the light electrolysis oxidation pond (3) is interior to be equipped with rotating cage (4), and rotating cage (4) surface is covered with biomembrane, micro- electricity The water outlet of oxidation pond (3) is solved by outlet pipe (5) connection artificial swamp (6), the outlet pipe (5) is equipped with branch pipe (7), described One end of branch pipe (7) is connect with homogenizing anaerobic pond (1), and the outlet of the artificial swamp (6) passes through return pipe (8) and homogenizing anaerobism Pond (1) connection.
2. integrated domestic sewage treatment system according to claim 1, it is characterised in that: the homogenizing anaerobic pond (1) Preposition grid.
3. integrated domestic sewage treatment system according to claim 1, it is characterised in that: artificial swamp (6) packet Filler and plant are included, the filler is sequentially placed from bottom to up equipped with gravel layer, gravel layer of sand and yellow sand layer.
4. integrated domestic sewage treatment system according to claim 1, it is characterised in that: the homogenizing anaerobic pond (1) Pond in fill biologic packing material, formed anaerobic organism film.
5. integrated domestic sewage treatment system according to claim 1, it is characterised in that: the light electrolysis oxidation pond Top is equipped with equipment station (9), and the equipment station (9) is surrounded by ventilation opening.
CN201821075213.0U 2018-07-09 2018-07-09 Integrated domestic sewage treatment system Active CN209065652U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821075213.0U CN209065652U (en) 2018-07-09 2018-07-09 Integrated domestic sewage treatment system

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Application Number Priority Date Filing Date Title
CN201821075213.0U CN209065652U (en) 2018-07-09 2018-07-09 Integrated domestic sewage treatment system

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CN209065652U true CN209065652U (en) 2019-07-05

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113402130A (en) * 2021-07-30 2021-09-17 南京环保产业创新中心有限公司 Stepped electrochemical enhanced multi-cycle denitrification and decarbonization bioreactor and process thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113402130A (en) * 2021-07-30 2021-09-17 南京环保产业创新中心有限公司 Stepped electrochemical enhanced multi-cycle denitrification and decarbonization bioreactor and process thereof

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