CN105036462A - MVR technology-based machining emulsified wastewater treatment method - Google Patents
MVR technology-based machining emulsified wastewater treatment method Download PDFInfo
- Publication number
- CN105036462A CN105036462A CN201510384772.4A CN201510384772A CN105036462A CN 105036462 A CN105036462 A CN 105036462A CN 201510384772 A CN201510384772 A CN 201510384772A CN 105036462 A CN105036462 A CN 105036462A
- Authority
- CN
- China
- Prior art keywords
- water
- waste water
- treatment
- treatment process
- machining
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Separation Using Semi-Permeable Membranes (AREA)
Abstract
The invention relates to an MVR technology-based machining emulsified wastewater treatment method. The method comprises the following steps: realizing oil-water separation of emulsified wastewater by adopting an MVR technology, allowing condensed water generated after evaporation to enter an equalizing tank, and carrying out biochemical treatment; adding supplemented nutrients needed by subsequent biological treatment to the equalizing tank in order to realize subsequent biological treatment; carrying out hydrolysis acidifying treatment on wastewater to convert non-biodegradable organic matters in the wastewater into soluble organic matters, carrying out aerobic decomposition on the organic matters in the wastewater, and discharging outlet water to a next treatment technology; discharging water discharged from a contact aerobic tank to a secondary sedimentation tank in order to carry out mud-water separation; and filtering water separated through the secondary sedimentation tank to remove residual suspensions in water. The method has the advantages of simple process flow, stable control of the biochemical treatment impact load, guaranteeing of standard reaching of treatment outlet water, and solving of the secondary treatment problem of concentrate and ultrafiltration concentrate in traditional technologies.
Description
Technical field
The present invention relates to technical field of waste water processing, particularly relate to a kind of machining emulsifying waste water treatment process based on MVR technology.
Background technology
The high density emulsifying waste water quantity discharged produced in production in automobile industry process is generally smaller, and other wastewater discharge is also little, is mainly sanitary sewage.For this type of waste water, the treatment process of general employing is pre-treatment (inorganic ceramic membrane ultrafiltration or coagulation air-float/precipitation)+light electrolysis+biochemistry+deep oxidation (Fenton oxidation or ozone oxidation etc.) technique, a lot of Automobile Enterprises, as CR-V, Nissan, FAW-Volkswagen, Shanghai Volkswagen etc. all have employed this technique.But there is following problem:
1. emulsion waste liquid is directly by ultra-filtration membrane, such that cleaning amount is comparatively large, cleaning process is complicated;
2. ultra-filtration membrane was once blocking was lost efficacy, great impact is brought by giving follow-up biochemical treatment, in order to ensure stable water outlet just necessary additional a large amount of protection measure, as light electrolysis, Fenton oxidation etc., and these operations are large to the usage quantity of the chemical such as acid, alkali, ferrous sulfate, hydrogen peroxide, there is operating safety simultaneously;
3. integrated artistic operation is long, Automated condtrol is complicated, running maintenance workload is large;
4. ultrafiltration produces the not high enough concentrated solution of a large amount of concentration, and coagulation air-float (or precipitation) can produce a large amount of mud, there is the problem of secondary treatment.
Original operational path (two kinds), as shown in Figure 3.As one of the most energy-conservation evaporation concentration technique MVR technology (mechanical recompression evaporation concentration) at home just by research and development application more and more in numerous areas such as chemical industry, pharmacy, wastewater treatments.MVR technology can by the COD of emulsified waste liquid from 1.3 × 10 in emulsifying liquid waste water process
4mg/L is disposable be down to 2000mg/L within, isolate the waste oil of oil length more than 90% simultaneously.The condensation of water of MVR mixes with the sewage of other lower concentration (COD concentration is generally at below 800mg/L) (sewage of low concentration: emulsifying liquid waste water generally needs to reach more than 5:1), and after through anaerobism, aerobic process process, then realize qualified discharge (grade III Standard for COD index in GB8978-1996 " integrated wastewater discharge standard ").
Above-mentioned known, be necessary to do perfect further to prior art.
Summary of the invention
For above problem, the invention provides a kind of reasonable idea, technique is simple, more stably control biochemical treatment impact load, ensure process standard water discharge, solve in traditional technology the machining emulsifying waste water treatment process based on MVR technology of the secondary treatment problem that there is concentrated solution and ultrafiltration and concentration liquid.
The present invention is achieved by the following technical solutions:
The above-mentioned machining emulsifying waste water treatment process based on MVR technology, specifically comprises the following steps: (1) adopts MVR technology to realize the oily water separation of emulsified waste liquid, and the water of condensation that evaporation produces is entered equalizing tank, intends carrying out biochemical treatment; (2) in the equalizing tank in above-mentioned steps (1), add the necessary extra-nutrition material of subsequent bio method process, realize to enable the process of subsequent bio method; (3) be hydrolyzed the waste water after above-mentioned steps (2) process acidification, and to change the organism of difficult for biological degradation in waste water into dissolved organic matter, more useless Organic substance in water is carried out aerobic decomposition, water outlet drains into lower road treatment process; (4) water outlet of contact Aerobic Pond in above-mentioned steps (3) is entered second pond, to carry out mud-water separation process; (5) clear water in above-mentioned steps (4) after second pond is separated is carried out filtration treatment, to remove the remaining levitation thing in water.
The described machining emulsifying waste water treatment process based on MVR technology, wherein: the waste oil moisture control separated in described step (1) is within 10%.
The described machining emulsifying waste water treatment process based on MVR technology, wherein: in described step (3), waste water is after the water inlet water distributor water distribution in contact Aerobic Pond, rising, contact with the aerobic biologic membrane on filler, suspension aerobic activated sludge, to complete organic aerobic decomposition in waste water.
The described machining emulsifying waste water treatment process based on MVR technology, wherein: in described step (3), the residence time of acidication controls at 2.5-4.5h, and in pond, upflow velocity controls at 0.8-1.8m/h, and the residence time of catalytic oxidation controls at 4-6h.
The described machining emulsifying waste water treatment process based on MVR technology, wherein: in described step (3) be by roots blower through air aeration pipe, aerator to the waste water oxygenation being positioned at contact-oxidation pool.
The described machining emulsifying waste water treatment process based on MVR technology, wherein: be that the active sludge precipitated is partly refluxed to contact Aerobic Pond in described step (4), excess sludge then drains into sludge sump and is squeezed into dry mud, outward transport through sludge filter press, and clear water enters lower road treatment process.
The described machining emulsifying waste water treatment process based on MVR technology, wherein: the standard water discharge discharge after described step (5) filtration treatment, and the instrument that filtration treatment adopts is quartz filter or fiber ball filter.
Beneficial effect:
The present invention is based on the machining emulsifying waste water treatment process reasonable idea of MVR technology, technical process is simple, and MVR technology can by the COD of emulsified waste liquid from 1.3 × 10 in emulsifying liquid waste water process
4mg/L is disposable be down to 2000mg/L within, isolate the waste oil of oil length more than 90% simultaneously; The condensation of water of MVR mixes with the sewage of other lower concentration (COD concentration is generally at below 800mg/L) (sewage of low concentration: emulsifying liquid waste water generally needs to reach more than 5:1), and after through acidication, aerobic combination art breading, then realize qualified discharge (grade III Standard for COD index in GB8978-1996 " integrated wastewater discharge standard ");
The improvement of the present invention and original process ration:
1) pre-treatment (replacing ultrafiltration or coagulating sedimentation by MVR technology) makes biochemical system intake by original about 10000mg/L, within being down to 2000mg/L;
2) water ratio in concentrated solution is reduced within 10% further, can directly recycle;
3) eliminate twice pH adjustment and the operation such as Fenton oxidation, coagulating sedimentation, avoid producing a large amount of chemical sludges (being Hazardous wastes);
4) COD due to biochemistry water inlet is much lower compared with traditional method, simplifies anaerobic processing device (having changed UASB+ catalytic oxidation into acidifying+catalytic oxidation), saves biochemical occupation of land, reduces cost of investment.
From environmental angle, this technique employing MVR technology is that " zero release " of emulsifying liquid waste water provides possibility, the polymer substance " retained " in a large number becomes still liquid (waste oil of water ratio <10%) and can recycle, the concentrated solution (waste oil of water ratio >50%) that relative ultrafiltration produces, volume is reduced greatly; Relative to coagulating sedimentation, avoid producing a large amount of chemical sludges, all decrease the trouble of secondary treatment.
From technological angle, compare the two kinds of techniques mentioned in literary composition, stablizing of MVR process emulsifying liquid waste water is better, and the efficiency being separated oil content is high, significantly reduces the load of subsequent biological treatment, reduces the complicacy of biochemical treatment system.Be mainly reflected in: 1. ultrafiltration exists Membrane cleaning problem, very easily occurs film latch up phenomenon; And in the pretreatment technology of coagulating sedimentation, because dosage to change with water quality and is difficult to control, and chemical feeding quantity is larger; 2. the separation efficiency of MVR is far away higher than original technique, discharge enters pollutent mainly solubility volatile organic matter and the semi-volatile organic matter of follow-up water treatment device, the value overwhelming majority of COD is located between 1400 ~ 2000mg/L, the >10 in more original technique
4mg/L is the improvement of a matter, and follow-up biological treatment just can directly adopt acidifying+contact oxidation technology; Meanwhile, it also avoid the adjustment repeatedly of pH value and Fenton oxidation and the operation such as coagulation again; 3. the condensation of water temperature of MVR is generally at 40-60 DEG C, and after plant area's other domestic waters mixing, temperature is down to about 30 DEG C, and is conducive to microbial growth breeding, brings facility to biological treatment.
Accompanying drawing explanation
Fig. 1 is the process flow sheet of the machining emulsifying waste water treatment process that the present invention is based on MVR technology;
Fig. 2 is the pilot plant test process flow sheet of the MQ200 emulsifying liquid waste water processing item of the machining emulsifying waste water treatment process that the present invention is based on MVR technology;
Fig. 3 is original emulsion waste water treatment process schema.
Embodiment
As shown in Figure 1, the present invention is based on the machining emulsifying waste water treatment process of MVR technology, specifically comprise the following steps:
The first step, adopt MVR technology (steam mechanical recompression) to realize the oily water separation of emulsified waste liquid, the waste oil water ratio separated can control within 10%, and the water of condensation that evaporation produces enters equalizing tank, intends carrying out biochemical treatment;
Second step, biochemistry nutrition is allocated, and namely in groove, adds the necessary extra-nutrition materials of subsequent bio method process such as N, P, thus subsequent bio method (anaerobism, aerobic) process can be realized;
3rd step, acidication+catalytic oxidation process
Namely acidication process is change the organism of difficult for biological degradation in original waste water into dissolved organic matter, and improve the biodegradability of waste water, be beneficial to follow-up aerobic treatment, the residence time of acidication controls at 2.5-4.5h; Catalytic oxidation process, namely be that waste water is intake after water distributor water distribution, rising (in pond, upflow velocity controls at 0.8-1.8m/h) in contact Aerobic Pond, contact (residence time of catalytic oxidation controls at 4-6h) with the aerobic biologic membrane on filler, suspension aerobic activated sludge, complete organic aerobic decomposition in waste water, water outlet drains into lower road treatment process; By roots blower through air aeration pipe, aerator to the waste water oxygenation being positioned at contact-oxidation pool;
4th step, mud-water separation
The water outlet of contact Aerobic Pond is entered second pond, completes mud-water separation; Wherein, the active sludge precipitated is partly refluxed to contact Aerobic Pond, and excess sludge then drains into sludge sump, is squeezed into dry mud, outward transport through sludge filter press, and clear water enters lower road treatment process;
5th step, filtering emission
By the water of second pond technique after filtration, remove the remaining levitation thing in water, the standard water discharge discharge of filtration process, filtration can adopt quartz filter, fiber ball filter etc.
As shown in Figure 2, below in conjunction with concrete MQ200 emulsifying liquid waste water processing item-pilot plant test, the invention will be further described:
1)the basic condition introduction of pilot plant test
This high density emulsifying waste water process based on MVR test is divided into three batches to carry out, its concentration ratio of paper examines, concentrated effluent quality (COD, UV254, ammonia nitrogen, PO
4 3-etc. index), energy consumption.
Wherein: first batch is factory's engine plant sewage plant emulsifying liquid waste water, and test period 19:30 on May 8 is to 21:30 on May 9; Second batch is MQ200 sewage plant emulsifying liquid waste water (containing other rinse water), and test period 15:00 on May 11 is to 17:00 on May 13; 3rd batch is factory's engine plant sewage plant emulsifying liquid waste water and the MQ200 sewage plant emulsifying liquid waste water mixed sample according to 1:1, and test period 18:00 on May 15 is to 10:00 on May 17.The field condition of test and concentrated solution separation case ginseng 1.
The concentrated solution separation case of test
Test number: first group
Test water sample: factory's engine plant sewage plant emulsifying liquid waste water
Evaporation time: 28h
Phenomenon describes: water sample is in evaporating concentration process, and oily water separation is obvious, and during shutdown, concentrated solution is almost black liquor entirely.
Test number: second group
Test water sample: MQ200 sewage plant emulsifying liquid waste water
Evaporation time: 50h
Phenomenon describes: water sample is in evaporating concentration process, and oily water separation is not obvious, samples during shutdown, layering after standing 0.5h.
Test number: the 3rd group
Test water sample: factory's engine plant sewage plant emulsifying liquid waste water and MQ200 sewage plant emulsifying liquid waste water are according to the mixed sample of 1:1
Evaporation time: 40h
Phenomenon describes: water sample is in evaporating concentration process, and oily water separation is obvious, and after shutting down, 1. sampling leaves standstill after 2. 10min leave standstill 24h, occurs obvious layering.
2) pilot plant test technique, as shown in Figure 2:
A, employing MVR technology realize the oily water separation of emulsified waste liquid, and the waste oil water ratio separated can control within 10%, and the water of condensation that evaporation produces enters equalizing tank, intends carrying out biochemical treatment;
B, biochemistry nutrition are allocated, and namely in groove, add the necessary extra-nutrition materials of subsequent bio method process such as N, P, thus subsequent bio method (anaerobism, aerobic) process can be realized;
C, change the organism of difficult for biological degradation in original waste water into dissolved organic matter, improve the biodegradability of waste water, be beneficial to follow-up aerobic treatment, the residence time of acidication controls at 2.5-4.5h; Catalytic oxidation process, namely be that waste water is intake after water distributor water distribution, rising (in pond, upflow velocity controls at 0.8-1.8m/h) in contact Aerobic Pond, contact (residence time of catalytic oxidation controls at 4-6h) with the aerobic biologic membrane on filler, suspension aerobic activated sludge, complete organic aerobic decomposition in waste water, water outlet drains into lower road treatment process; By roots blower through air aeration pipe, aerator to the waste water oxygenation being positioned at contact-oxidation pool;
D, by contact Aerobic Pond water outlet enter second pond, complete mud-water separation; Wherein, the active sludge precipitated is partly refluxed to contact Aerobic Pond, and excess sludge then drains into sludge sump, is squeezed into dry mud, outward transport through sludge filter press, and clear water enters lower road treatment process;
E, get sedimentation in secondary sedimentation tank after supernatant liquor measure.
Pilot plant test main result and analysis
During three batches of water sample evaporation concentration of this test, every 30min samples 1 time, running state parameter (inlet and outlet pressure, operating temperature etc. of total electricity consumption, separator and compressor), the variation of water (concentrated solution water quality, evaporation effluent quality) of recording unit respectively, this test obtains 236 groups of data altogether, and it is analyzed, general data result sees table.
Conclusion:
Shown by above data:
1. the adaptability of MVR is wider, effectively can reduce COD value of waste water;
2. along with the science of operating parameter in application controls, can ensure that stable water outlet is up to standard;
3. the operative practice of MVR proves: the mobility of emulsifying liquid waste water is better, and add that the emulsifying property of himself is excellent, stop cleaning ratio is easier to.
Reasonable idea of the present invention, technique is simple, more stably controls biochemical treatment impact load, ensures process standard water discharge, solves in traditional technology the secondary treatment problem that there is concentrated solution and ultrafiltration and concentration liquid.
Claims (7)
1., based on a machining emulsifying waste water treatment process for MVR technology, it is characterized in that, described treatment process specifically comprises the following steps:
(1) adopt MVR technology to realize the oily water separation of emulsified waste liquid, the water of condensation that evaporation produces is entered equalizing tank, intend carrying out biochemical treatment;
(2) in the equalizing tank in above-mentioned steps (1), add the necessary extra-nutrition material of subsequent bio method process, realize to enable the process of subsequent bio method;
(3) be hydrolyzed the waste water after above-mentioned steps (2) process acidification, and to change the organism of difficult for biological degradation in waste water into dissolved organic matter, more useless Organic substance in water is carried out aerobic decomposition, water outlet drains into lower road treatment process;
(4) water outlet of contact Aerobic Pond in above-mentioned steps (3) is entered second pond, to carry out mud-water separation process;
(5) clear water in above-mentioned steps (4) after second pond is separated is carried out filtration treatment, to remove the remaining levitation thing in water.
2., as claimed in claim 1 based on the machining emulsifying waste water treatment process of MVR technology, it is characterized in that: the waste oil moisture control separated in described step (1) is within 10%.
3. as claimed in claim 1 based on the machining emulsifying waste water treatment process of MVR technology, it is characterized in that: in described step (3), waste water is after the water inlet water distributor water distribution in contact Aerobic Pond, rising, contact with the aerobic biologic membrane on filler, suspension aerobic activated sludge, to complete organic aerobic decomposition in waste water.
4. as claimed in claim 1 based on the machining emulsifying waste water treatment process of MVR technology, it is characterized in that: in described step (3), the residence time of acidication controls at 2.5-4.5h, in pond, upflow velocity controls at 0.8-1.8m/h, and the residence time of catalytic oxidation controls at 4-6h.
5., as claimed in claim 1 based on the machining emulsifying waste water treatment process of MVR technology, it is characterized in that: in described step (3) be by roots blower through air aeration pipe, aerator to the waste water oxygenation being positioned at contact-oxidation pool.
6. as claimed in claim 1 based on the machining emulsifying waste water treatment process of MVR technology, it is characterized in that: be that the active sludge precipitated is partly refluxed to contact Aerobic Pond in described step (4), excess sludge then drains into sludge sump and is squeezed into dry mud, outward transport through sludge filter press, and clear water enters lower road treatment process.
7. as claimed in claim 1 based on the machining emulsifying waste water treatment process of MVR technology, it is characterized in that: the standard water discharge discharge after described step (5) filtration treatment, and the instrument that filtration treatment adopts is quartz filter or fiber ball filter.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510384772.4A CN105036462A (en) | 2015-06-30 | 2015-06-30 | MVR technology-based machining emulsified wastewater treatment method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510384772.4A CN105036462A (en) | 2015-06-30 | 2015-06-30 | MVR technology-based machining emulsified wastewater treatment method |
Publications (1)
Publication Number | Publication Date |
---|---|
CN105036462A true CN105036462A (en) | 2015-11-11 |
Family
ID=54443512
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201510384772.4A Pending CN105036462A (en) | 2015-06-30 | 2015-06-30 | MVR technology-based machining emulsified wastewater treatment method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN105036462A (en) |
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105541028A (en) * | 2016-01-11 | 2016-05-04 | 姜贵清 | Treatment process for plant cutting fluid wastewater |
CN105731706A (en) * | 2016-02-18 | 2016-07-06 | 北京清大国华环境股份有限公司 | Treatment method and device for extremely-high-concentration waste emulsion |
CN105948363A (en) * | 2016-07-01 | 2016-09-21 | 上海天实机电设备有限公司 | Zero-discharge wastewater treatment equipment for automobile repair plant |
CN107162301A (en) * | 2017-06-01 | 2017-09-15 | 冯合生 | Cutting fluid recovery and processing system and processing method |
CN107512814A (en) * | 2017-09-13 | 2017-12-26 | 重庆瀚渝再生资源有限公司 | Emulsify liquor treating process |
CN107670337A (en) * | 2017-09-26 | 2018-02-09 | 深圳市蓝石环保科技有限公司 | The pumpback control method of liquid separator and liquid separator |
CN107759023A (en) * | 2017-11-17 | 2018-03-06 | 厦门大方海源环保设备有限公司 | The recovery processing technique of condensed water after a kind of sludge incineration |
CN107792983A (en) * | 2016-09-01 | 2018-03-13 | 上海中森东台环保节能装备科技有限公司 | A kind of lubricant waste liquid efficient process system and method |
CN108947123A (en) * | 2018-07-24 | 2018-12-07 | 关向辉 | A kind of recycling treatment process of waste emulsified mixture |
CN110526495A (en) * | 2019-08-12 | 2019-12-03 | 中原环资科技有限公司 | A kind of novel waste emulsified mixture treatment process |
CN111204926A (en) * | 2020-01-17 | 2020-05-29 | 河南英伟泰环境科技有限公司 | Process and equipment for treating waste emulsified waste liquid |
CN112978825A (en) * | 2020-12-25 | 2021-06-18 | 湖北大江润业再生资源有限公司 | Method for treating high-concentration sewage generated in waste oil regeneration process |
CN114212948A (en) * | 2021-11-25 | 2022-03-22 | 嘉兴溪上源环保科技有限公司 | Treatment method of waste engine oil/lubricating oil regeneration distillation wastewater |
CN114477611A (en) * | 2021-09-29 | 2022-05-13 | 福州市聚泰环境科技有限公司 | Method for preparing biological organic nutrient solution and cement grinding aid base material by using acidified oil production wastewater |
CN115403213A (en) * | 2021-05-27 | 2022-11-29 | 上海同济环境工程科技有限公司 | Treatment device for machining emulsion wastewater and using method thereof |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19636466A1 (en) * | 1996-07-17 | 1998-01-22 | Birgitta Jurado | Water treatment plant for road vehicle wash installation |
CN1974444A (en) * | 2006-11-10 | 2007-06-06 | 哈尔滨北方环保工程有限公司 | Composite method of treating oil-containing sewage and waste water |
CN101648767A (en) * | 2009-07-06 | 2010-02-17 | 西南铝业(集团)有限责任公司 | Method and system for processing hot-rolling and emulsifying wastewater for aluminum plate |
CN103395931A (en) * | 2013-08-02 | 2013-11-20 | 江苏和顺环保股份有限公司 | Processing technology for waste emulsified liquid and machining wastewater |
CN103508609A (en) * | 2012-06-15 | 2014-01-15 | 苏州腾辉环保科技有限公司 | Process for treating meat processing waste water |
CN203429017U (en) * | 2013-07-24 | 2014-02-12 | 深圳市捷晶能源科技有限公司 | Device for treating waste emulsified liquid |
CN104108822A (en) * | 2014-06-25 | 2014-10-22 | 苏州帝瀚环保科技有限公司 | Waste emulsified oil low-temperature separation system |
CN104129883A (en) * | 2014-03-07 | 2014-11-05 | 上海雅沁环保设备有限公司 | Method and equipment for treatment of high concentration machining waste liquid by ceramic membrane |
-
2015
- 2015-06-30 CN CN201510384772.4A patent/CN105036462A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19636466A1 (en) * | 1996-07-17 | 1998-01-22 | Birgitta Jurado | Water treatment plant for road vehicle wash installation |
CN1974444A (en) * | 2006-11-10 | 2007-06-06 | 哈尔滨北方环保工程有限公司 | Composite method of treating oil-containing sewage and waste water |
CN101648767A (en) * | 2009-07-06 | 2010-02-17 | 西南铝业(集团)有限责任公司 | Method and system for processing hot-rolling and emulsifying wastewater for aluminum plate |
CN103508609A (en) * | 2012-06-15 | 2014-01-15 | 苏州腾辉环保科技有限公司 | Process for treating meat processing waste water |
CN203429017U (en) * | 2013-07-24 | 2014-02-12 | 深圳市捷晶能源科技有限公司 | Device for treating waste emulsified liquid |
CN103395931A (en) * | 2013-08-02 | 2013-11-20 | 江苏和顺环保股份有限公司 | Processing technology for waste emulsified liquid and machining wastewater |
CN104129883A (en) * | 2014-03-07 | 2014-11-05 | 上海雅沁环保设备有限公司 | Method and equipment for treatment of high concentration machining waste liquid by ceramic membrane |
CN104108822A (en) * | 2014-06-25 | 2014-10-22 | 苏州帝瀚环保科技有限公司 | Waste emulsified oil low-temperature separation system |
Cited By (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105541028A (en) * | 2016-01-11 | 2016-05-04 | 姜贵清 | Treatment process for plant cutting fluid wastewater |
CN105731706A (en) * | 2016-02-18 | 2016-07-06 | 北京清大国华环境股份有限公司 | Treatment method and device for extremely-high-concentration waste emulsion |
CN105731706B (en) * | 2016-02-18 | 2020-11-17 | 北京清大国华环境股份有限公司 | Method and device for treating waste emulsion with extremely high concentration |
CN105948363A (en) * | 2016-07-01 | 2016-09-21 | 上海天实机电设备有限公司 | Zero-discharge wastewater treatment equipment for automobile repair plant |
CN107792983A (en) * | 2016-09-01 | 2018-03-13 | 上海中森东台环保节能装备科技有限公司 | A kind of lubricant waste liquid efficient process system and method |
CN107792983B (en) * | 2016-09-01 | 2019-11-29 | 上海中森东台环保节能装备科技有限公司 | A kind of lubricant waste liquid efficient process system and method |
CN107162301A (en) * | 2017-06-01 | 2017-09-15 | 冯合生 | Cutting fluid recovery and processing system and processing method |
CN107512814B (en) * | 2017-09-13 | 2019-10-11 | 重庆瀚渝再生资源有限公司 | Emulsify liquor treating process |
CN107512814A (en) * | 2017-09-13 | 2017-12-26 | 重庆瀚渝再生资源有限公司 | Emulsify liquor treating process |
CN107670337A (en) * | 2017-09-26 | 2018-02-09 | 深圳市蓝石环保科技有限公司 | The pumpback control method of liquid separator and liquid separator |
CN107670337B (en) * | 2017-09-26 | 2022-11-22 | 深圳市蓝石环保科技有限公司 | Liquid separator and method for controlling back-pumping of liquid separator |
CN107759023A (en) * | 2017-11-17 | 2018-03-06 | 厦门大方海源环保设备有限公司 | The recovery processing technique of condensed water after a kind of sludge incineration |
CN108947123A (en) * | 2018-07-24 | 2018-12-07 | 关向辉 | A kind of recycling treatment process of waste emulsified mixture |
CN108947123B (en) * | 2018-07-24 | 2021-08-06 | 关向辉 | Recycling treatment process for waste emulsion |
CN110526495A (en) * | 2019-08-12 | 2019-12-03 | 中原环资科技有限公司 | A kind of novel waste emulsified mixture treatment process |
CN111204926A (en) * | 2020-01-17 | 2020-05-29 | 河南英伟泰环境科技有限公司 | Process and equipment for treating waste emulsified waste liquid |
CN112978825A (en) * | 2020-12-25 | 2021-06-18 | 湖北大江润业再生资源有限公司 | Method for treating high-concentration sewage generated in waste oil regeneration process |
CN115403213A (en) * | 2021-05-27 | 2022-11-29 | 上海同济环境工程科技有限公司 | Treatment device for machining emulsion wastewater and using method thereof |
CN114477611A (en) * | 2021-09-29 | 2022-05-13 | 福州市聚泰环境科技有限公司 | Method for preparing biological organic nutrient solution and cement grinding aid base material by using acidified oil production wastewater |
CN114477611B (en) * | 2021-09-29 | 2023-04-28 | 福州市聚泰环境科技有限公司 | Method for preparing biological organic nutrient solution and cement grinding aid base stock from acidified oil production wastewater |
CN114212948A (en) * | 2021-11-25 | 2022-03-22 | 嘉兴溪上源环保科技有限公司 | Treatment method of waste engine oil/lubricating oil regeneration distillation wastewater |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105036462A (en) | MVR technology-based machining emulsified wastewater treatment method | |
Yetilmezsoy et al. | Decolorization and COD reduction of UASB pretreated poultry manure wastewater by electrocoagulation process: A post-treatment study | |
CN104478174B (en) | High saliferous treatment of dyeing wastewater reuse zero-emission integrated approach | |
CN101209881B (en) | System for processing leachate of garbage burning factory | |
CN104961306B (en) | A kind of processing method of vaccary breeding wastewater | |
Farizoglu et al. | Simultaneous removal of C, N, P from cheese whey by jet loop membrane bioreactor (JLMBR) | |
CN206767868U (en) | A kind of garbage percolation liquid treating system | |
CN208471815U (en) | A kind of high-concentration sewage treatment system of AO technique and Fenton system support | |
Qi et al. | Resource recovery from liquid digestate of swine wastewater by an ultrafiltration membrane bioreactor (UF-MBR) and reverse osmosis (RO) process | |
CN102976543A (en) | Garbage leachate disposal method and system | |
CN202519137U (en) | Combined treatment device of waste incineration field percolate | |
CN106277655A (en) | Method for treating garbage percolation liquid and system | |
CN203173935U (en) | Rubbish leach liquor processing system | |
CN211141811U (en) | Landfill leachate's positive osmotic treatment system | |
CN105330028A (en) | Microbial flocculant, compound flocculation system and preparation and application methods thereof | |
AU2012292946A1 (en) | A water treatment system | |
CN204981513U (en) | Treatment unit for pesticide -containing wastewater | |
CN105366871A (en) | Processing method of landfill leachate | |
EP3429968B1 (en) | Modular waste-water treatment method and system for efficient cleaning of waste-water | |
CN105776741A (en) | Refuse pyrolysis comprehensive sewage treatment system and method | |
CN108083557A (en) | A kind of concentration organic wastewater disposal process with high salt | |
CN210620525U (en) | Water-fertilizer co-production device for breeding manure | |
CN205035215U (en) | Landfill leachate treatment device | |
CN109179924B (en) | Method and system for cooperatively treating leachate and sludge pressure filtrate of waste incineration plant | |
CN212610144U (en) | Kitchen waste wastewater treatment system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20151111 |