CN106145508A - MK-001 comprehensive oxidation pond fresh water (FW) treatment technology - Google Patents
MK-001 comprehensive oxidation pond fresh water (FW) treatment technology Download PDFInfo
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- CN106145508A CN106145508A CN201510172295.5A CN201510172295A CN106145508A CN 106145508 A CN106145508 A CN 106145508A CN 201510172295 A CN201510172295 A CN 201510172295A CN 106145508 A CN106145508 A CN 106145508A
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- comprehensive stability
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- 238000005516 engineering process Methods 0.000 title claims description 33
- 239000013505 freshwater Substances 0.000 title description 4
- 230000003647 oxidation Effects 0.000 title description 2
- 238000007254 oxidation reaction Methods 0.000 title description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 45
- 239000010865 sewage Substances 0.000 claims abstract description 16
- 230000006641 stabilisation Effects 0.000 claims abstract description 14
- 238000011105 stabilization Methods 0.000 claims abstract description 14
- 238000004062 sedimentation Methods 0.000 claims abstract description 13
- 239000000463 material Substances 0.000 claims abstract description 8
- 244000005700 microbiome Species 0.000 claims abstract description 7
- 238000002955 isolation Methods 0.000 claims description 8
- 239000000126 substance Substances 0.000 claims description 7
- 230000002159 abnormal effect Effects 0.000 claims description 4
- 239000000796 flavoring agent Substances 0.000 claims description 4
- 235000019634 flavors Nutrition 0.000 claims description 4
- 239000002861 polymer material Substances 0.000 claims description 4
- 238000010521 absorption reaction Methods 0.000 claims description 3
- 235000015097 nutrients Nutrition 0.000 claims description 3
- 238000004140 cleaning Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 claims 1
- 238000000354 decomposition reaction Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 5
- 238000006243 chemical reaction Methods 0.000 abstract description 4
- 230000002906 microbiologic effect Effects 0.000 abstract description 2
- 241000196324 Embryophyta Species 0.000 description 11
- 239000002351 wastewater Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 241000209094 Oryza Species 0.000 description 2
- 235000007164 Oryza sativa Nutrition 0.000 description 2
- 239000011368 organic material Substances 0.000 description 2
- 235000009566 rice Nutrition 0.000 description 2
- 150000003384 small molecules Chemical class 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 1
- 239000002028 Biomass Substances 0.000 description 1
- 230000005856 abnormality Effects 0.000 description 1
- 238000005842 biochemical reaction Methods 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 210000000481 breast Anatomy 0.000 description 1
- 230000001413 cellular effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000035755 proliferation Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
- 238000012549 training Methods 0.000 description 1
Landscapes
- Biological Treatment Of Waste Water (AREA)
Abstract
A kind of technical matters of comprehensive stability pool sewage disposal, sewage passes through thickness grid, drop, the sedimentation tank of water plant in laying net cage, fine fack, (utilize and filter, physics settles, organic pollution materials is tentatively removed in biological life activity), after entering the comprehensive stability pool, anaerobic pond is set in stabilization pond, biological rubble filter bed, (utilizing microbiological anaerobic reaction that macromole organic pollution materials is changed into small organic molecule) artificial submerged forest, biologic float bed, net cage internal erected-water plant etc., (utilize microorganism, plankton and water plant thoroughly remove organic pollution materials in water body) by organic pollution materials in the vital movement removal water body of enhanced biological.
Description
Art
Patented technology of the present invention relates to the Technology of a kind of stabilization pond sewage disposal, especially for the process of organic wastewater (rural area, town domestic sewage).
Background technology
At present, known stabilization pond is a kind of natural or through the treatment of Organic Wastewater pond of certain manual amendment.According to dominant microorganism kind and corresponding biochemical reaction, aerobic ponds, facultative lagoon, aerated pond, anaerobic pond and biological pond five type can be divided into, but it is because the defect of various technology, there is treatment effeciency low (all having), the load difference of anti-pollution (aerobic ponds, aerated pond, biological pond), floor space is big (aerobic ponds, biological pond, facultative lagoon), operating cost high (aerated pond), existence the most in various degree emits bad smell problem of environmental pollution to surrounding.
Summary of the invention
In order to overcome existing stabilization pond Technology deficiency, patented technology of the present invention provides a kind of novel process technology, and this technology not only treatment effeciency is high, the load height of anti-pollution, floor space is little, and operating cost is low, and the problem solving the pollution environment that emits bad smell to surrounding.
Patent of the present invention solves the technical problem that and be the technical scheme is that and first arrange a sedimentation tank cellular system in water inlet; when sewage enters; enter water and pass through coarse rack; sedimentation tank; fine fack is passed through (sewage insoluble particulates arranges sedimentation tank time more) bottom stabilization pond anaerobic reaction through piping; floodwater releasing port is set simultaneously, playing the effect of ecosystem in the protection stabilization pond that drains off floodwaters when the external sewage water yields such as running into heavy rain exceeds well over the accessible sewage quantity of biological stabilization pond.Being aided with water plant in net cage above sedimentation tank body, sedimentation tank and stabilization pond area ratio are 1: 20 simultaneously.The single stabilization pond gross area is suitably within 0.01-0.4Ha, and stabilization pond is combined the water body treatment technology such as biological pond technology, artificial submerged forest technology, biological floating bed technology, biological rubble filter bed technology, microorganism post-directed training by anaerobic pond and effectively combines and form.Establish an artificial ecological system decomposed fully in favor of organic pollution in water body.
After organic wastewater enters sedimentation tank unit, first pass through coarse rack to filter, fine fack filters, by the drop preliminary reoxygenation of mouth, the sedimentation principle of sedimentation tank, removes the most tolerant and suspended particulate substance, and by water plant initial absorption Organic substance in water matter, to beautify the environment, the sedimentation tank depth of water only 2 meters.Drop and tank depth effectively limit anaerobic reaction generation scale, it is ensured that free from extraneous odour Production conditions.(shortcoming is that every 1-2 will be through the cleaning of bed mud of row and coarse rack to be ensured without bigger foreign matters from being blocked).
Stabilization pond available depth bosom depth of water 3-5 rice (the 3-5 rice depth of water can control the problem that water body produces abnormal flavour well), pool base pressure is real, and make Anti-seeping technology, pool body is rectangle, and dead angle, without right angle, prevents dead water region, anaerobic pond water surface accounts for total pool area ratio 1: 4, bottom accounts for total pool area 1: 5, and more than 30% suitable local aquatic floating plant (such as big, Herba Eichhorniae) is laid in top, controls in net cage.1 meter+2 meters biological corridors being made up of rubble filter bed of the biological pond district depth of water, arrange artificial submerged forest in water body, the water surface lays ecological floating island.By large aperture net high-polymer material isolation gravel bed system and anaerobic pond, and half meter of high isolation bank protection is set on the water.
Organic wastewater goes directly bottom anaerobism portion by pipeline, and by bottom activated sludge layer preliminary treatment, water body processes through row further by penetrating into biological rubble filter bed simultaneously.Anaerobic stages and biological gravel bed system technology are mainly by microorganism, the vital movement of plankton, reach to remove the purpose of Organic substance in water matter, larger molecular organics matter is changed into small molecule organic material (orientation puts into microbiologic population, cultivates the microbial ecological group system preferably processing organic pollution) simultaneously.Biological rubble filter bed not only improves sewage treating efficiency, and makes the abnormal flavour in anaerobic reaction be effectively controlled, and adds the water plant above anaerobic zone, effectively eliminates abnormal flavour and produces.
Traditional biological pond is based on kind of planting submerged plant and floating plant, but when nutrient substance is the abundantest, weather conditions are suitable, the abnormality proliferation of the submerged plants such as pasture and water can be produced, a large amount of manpower and materials are needed periodically to gather in ensure the Technology effect of biological pond, artificial submerged forest technology is attached in biological pond by this Technology patent, use engineering hands section, on the one hand the macromolecular structure material utilizing artificial aquatic weed self is microorganism, plankton provides carrier, strengthen absorbing nutrient substance in water body, another reverse side, by the ability of organic pollution in reasonably water body is removed in layout reinforcement, capture biological space.Thus the Biomass of water plant in controlling water body, in combination with waterborne biologic float bed, and the water plant in net cage absorbs small molecule organic material, thus reaches the purpose of purifying water body.
The problem that the biological rubble filter bed of Patent design of the present invention efficiently solves biological gravel bed system blocking, and can be through row backwash, because: 1, use large aperture net high-polymer material-paving anaerobism and gravel bed system junction, not only filter, and provide absorption carrier for microorganism, plankton.2, rubble bacteria bed uses the rubble of 3-4cm: 20-30cm: 2-3cm ratio 3: 14: 3, bottom arranges 5-10 degree angle, anaerobism portion two bottom sides arranges discharge outlet, half meter of high isolation bank protection of setting waterborne, when needs are counter clean time, drain stabilization pond, and supplement preferable water quality water body in outlet side, withdraw large aperture net high-polymer material separation net.Patent of the present invention provides the benefit that, it is effectively combined by various technology, build an artificial ecosystem being conducive to Organic substance to decompose, treatment of Organic Wastewater efficiency is high, anti-pollution load big, floor space is little, operations is simple, maintenance cost is low and the problem that solves the pollution environment that emits bad smell to surrounding.Shortcoming is that structure is complicated, and technology specialty needs professional technique Engineering Service, winter to answer biological respinse activity to reduce, if therefore treatment effect weakens extensive cities and towns water, it is necessary to carry out many pools and effectively connect.
Accompanying drawing explanation
With embodiment, this comprehensive stability pool technology is further illustrated below in conjunction with the accompanying drawings.
Fig. 1 is this comprehensive stability pool structural principle schematic diagram.
Fig. 2 is comprehensive stability pool plane structure chart.
Fig. 3 is the top view of Fig. 2.
In fig. 2,1. water plant, 5. anaerobic pond in water inlet thickness grid, 2. drop slope, 3. sedimentation tank, 4. net cage, the most biologic float bed, 7. biological rubble filter bed, 8. artificial submerged forest system, 9. polymeric isolation layer, 10. isolation revetment, 11. bottom discharge mouths.
Claims (6)
1. a Technology for comprehensive stability pool sewage disposal, sewage passes through sedimentation tank unit, enters comprehensive stability pool unit, passes through
Anaerobic pond is set in stabilization pond, biological rubble filter bed, artificial submerged forest, biologic float bed, net cage internal erected-water plant, its feature
It is to set up the artificial ecological system being conducive to organic pollution to decompose and make full use of organic dirt in biological vital movement removal water body
The Technology of dye material.
The comprehensive stability pool the most according to claim 1 sewage treatment technology, is characterized in that: stabilization pond uses anaerobic pond to combine
Biological rubble filter bed, biological rubble filter bed uses different-diameter rubble to constitute in proportion, arranges angle of inclination, uses with anaerobic pond
Large aperture net high-polymer material isolation, arranges isolation revetment.
The comprehensive stability pool the most according to claim 1 sewage treatment technology, is characterized in that: biological pond, by height in water body
Molecular material as the water plant structure artificial ecosystem in the artificial submerged forest of vector construction+biologic float bed technology and net cage
System.
The comprehensive stability pool the most according to claim 1 sewage treatment technology, is characterized in that: drop slope+sedimentation tank+aquatic is planted
Thing removes water body abnormal flavour, organic nutrient substance in initial absorption decomposition water body.
The comprehensive stability pool the most according to claim 1 sewage treatment technology, is characterized in that: large aperture net high-polymer material
Serve not only as microorganism, the attachment carrier of plankton, and also biological isolation uses the embedded biology rubble filter bed that is laid in divide
Bottom itself and anaerobic pond, disassembling cleaning.
The comprehensive stability pool the most according to claim 1 sewage treatment technology, is characterized in that: effective combination of various technology,
The water treatment technology of reasonable Arrangement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510172295.5A CN106145508A (en) | 2015-04-07 | 2015-04-07 | MK-001 comprehensive oxidation pond fresh water (FW) treatment technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510172295.5A CN106145508A (en) | 2015-04-07 | 2015-04-07 | MK-001 comprehensive oxidation pond fresh water (FW) treatment technology |
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| Publication Number | Publication Date |
|---|---|
| CN106145508A true CN106145508A (en) | 2016-11-23 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510172295.5A Pending CN106145508A (en) | 2015-04-07 | 2015-04-07 | MK-001 comprehensive oxidation pond fresh water (FW) treatment technology |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107055975A (en) * | 2017-06-06 | 2017-08-18 | 南京欧意睿环境科技有限责任公司 | A kind of black and odorous water comprehensive treatment system and technique based on Wheat Straw media filtration |
| CN107399883A (en) * | 2017-09-20 | 2017-11-28 | 广州太和水生态科技有限公司 | The natural catalytic oxidation pool |
| CN107585868A (en) * | 2017-09-20 | 2018-01-16 | 广州太和水生态科技有限公司 | Water depth cleaning system |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1420091A (en) * | 2002-03-07 | 2003-05-28 | 南京大学 | Papermaking waste liquor ecologic treatment and recovery circulation use |
| CN101767918A (en) * | 2010-02-10 | 2010-07-07 | 泉州华祥纸业有限公司 | Synusiologic processing method of paper manufacturing waste water |
| CN202594863U (en) * | 2012-04-28 | 2012-12-12 | 黄河勘测规划设计有限公司 | Artificial wetland sewage treatment system and oxidation pond |
-
2015
- 2015-04-07 CN CN201510172295.5A patent/CN106145508A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1420091A (en) * | 2002-03-07 | 2003-05-28 | 南京大学 | Papermaking waste liquor ecologic treatment and recovery circulation use |
| CN101767918A (en) * | 2010-02-10 | 2010-07-07 | 泉州华祥纸业有限公司 | Synusiologic processing method of paper manufacturing waste water |
| CN202594863U (en) * | 2012-04-28 | 2012-12-12 | 黄河勘测规划设计有限公司 | Artificial wetland sewage treatment system and oxidation pond |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107055975A (en) * | 2017-06-06 | 2017-08-18 | 南京欧意睿环境科技有限责任公司 | A kind of black and odorous water comprehensive treatment system and technique based on Wheat Straw media filtration |
| CN107399883A (en) * | 2017-09-20 | 2017-11-28 | 广州太和水生态科技有限公司 | The natural catalytic oxidation pool |
| CN107585868A (en) * | 2017-09-20 | 2018-01-16 | 广州太和水生态科技有限公司 | Water depth cleaning system |
| CN107585868B (en) * | 2017-09-20 | 2020-06-30 | 广州太和水生态科技有限公司 | Water body deep purification system |
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Application publication date: 20161123 |
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