CN102923920A - Traditional Chinese medicine wastewater treatment process - Google Patents
Traditional Chinese medicine wastewater treatment process Download PDFInfo
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- CN102923920A CN102923920A CN2012104947232A CN201210494723A CN102923920A CN 102923920 A CN102923920 A CN 102923920A CN 2012104947232 A CN2012104947232 A CN 2012104947232A CN 201210494723 A CN201210494723 A CN 201210494723A CN 102923920 A CN102923920 A CN 102923920A
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Abstract
The invention discloses a traditional Chinese medicine wastewater treatment process. The process has the following beneficial effects: by adopting the method of connecting activated sludge aerobic pools and contact oxidation aerobic pools in parallel and in series in the step of biochemical reflux, treatment of wastewater at different CODCr concentrations can be effectively handled and effective treatment of the wastewater can be ensured at high CODCr concentration; the stability of a wastewater treatment system can be ensured when the wastewater is at low CODCr concentration; the adaptive capacity of the wastewater treatment system is comprehensively improved; and good economic and environmental benefits are obtained.
Description
Technical field
The present invention relates to a kind of waste water treatment process, particularly a kind of traditional Chinese medicine wastewater treatment process.
Background technology
Traditional Chinese medicine wastewater produces in washing the processes such as bubble boiling medicinal material, flushing, preparation mainly from production plant.Traditional Chinese medicine wastewater comprises the former medicine washing water in the production process, in the sewage that produces in the unit operations such as medicine original juice raffinate, filtration, distillation, extraction, production unit washing, floor wash water, steam condensate and the processing ion exchange resin acid-base solution and water etc.
Pollutent in the traditional Chinese medicine wastewater is broadly divided into two classes: a class is water miscible, and another kind of is insoluble.Water miscible pollutent main component is carbohydrate (polysaccharide is main), protein, xylogen, organic acid, resin, mucus fat, alkaloid, amino acid, steroidal, terpene, phenols, tannin, alcohol compound etc. and the nontoxic pigment introduced by the film-making operation; Insoluble pollutent main composition thing is the subparticle of silt, vegetable fibre (such as xylogen etc.), inorganic salt and other suspended substance etc.
The different pharmaceutical kind is different with production technique in the Chinese Traditional Medicine, and the waste water quality that produces and the water yield have very big difference, and because the replacement of products cycle is short, waste water quality, the water yield often fluctuate, and be extremely unstable.
Traditional Chinese medicine wastewater is that a kind of pollutant kind is various, the high concentration hard-degraded organic waste water of complicated, though this waste water is nontoxic harmful, because concentration is high, organic content is large, directly the discharging meeting causes severe contamination to environment.How effectively processing traditional Chinese medicine wastewater is Chinese herbal medicine industry development problem needing to overcome.
In wastewater treatment practice, be applied to the multiple water treatment technology, can be divided into according to action principle: four kinds of Physical, chemical method, physico-chemical processes and biochemical process.Wherein biochemical process is the method for the most effectively processing traditional Chinese medicine wastewater, because contain a large amount of polymer hardly degraded organic substances in the traditional Chinese medicine wastewater, biochemical process can be processed a large amount of polymer hardly degraded organic substance that decomposes in the traditional Chinese medicine wastewater effectively.
Chinese patent CN201110095687.8 has announced a kind of dormin production wastewater treatment technique, described technique mainly comprises pre-treatment, anaerobic treatment, backflow biochemical treatment step, the waste water treatment process that this patent is announced is applicable to the Pollutant levels height, organic content high wastewater treatment.When described patent technique is used for the traditional Chinese medicine wastewater processing, because the traditional Chinese medicine wastewater organism kinds is many, content is high, and traditional Chinese medicine wastewater not timing discharging, the waste water quality fluctuation is large.When organic content in the waste water is low, catalytic oxidation Aerobic Pond in the treatment process and the microorganism in the active sludge aerobic pond are owing to lack necessary nutrient matter, thereby easily cause the microorganism mortality, when the wastewater through organic matter impact load is high, lack enough microorganisms and come organism in the degrading waste water, cause water treatment effect undesirable.
Summary of the invention
The object of the invention is to overcome existing above-mentioned deficiency in the prior art, a kind of traditional Chinese medicine wastewater treatment process is provided.So that the traditional Chinese medicine wastewater treatment process can adapt to the processing of the traditional Chinese medicine wastewater of different CODCr values, improved processing efficiency and the adaptive faculty of traditional Chinese medicine wastewater treatment system.
In order to realize the foregoing invention purpose, the invention provides following technical scheme:
A kind of traditional Chinese medicine wastewater treatment process, comprise pre-treatment, two stage UASB anaerobic treatment and backflow biochemical treatment, described backflow biochemical treatment comprises the traditional Chinese medicine wastewater after processing early stage entered and enters the catalytic oxidation Aerobic Pond after process in the active sludge aerobic pond again and process, it is characterized in that, described active sludge aerobic pond and catalytic oxidation Aerobic Pond are also connected, when the traditional Chinese medicine wastewater CODCr concentration that enters processing when 500mg/L is above, described active sludge aerobic pond and the series operation of catalytic oxidation Aerobic Pond; When the traditional Chinese medicine wastewater CODCr concentration that enters processing at 500mg/L and when following, described active sludge aerobic pond and the parallel running of catalytic oxidation Aerobic Pond.
Preferably, in the pre-treatment of described traditional Chinese medicine wastewater treatment process, the pH value of traditional Chinese medicine wastewater is transferred to 8~9 deliver to again subsequent handling and process.
Traditional Chinese medicine wastewater carry out adjust pH to 8 first~9, can provide suitable condition for later anaerobic treatment and backflow biochemical treatment, thereby so that the traditional Chinese medicine wastewater treatment process is more effective.
Compared with prior art, beneficial effect of the present invention
Adopt traditional Chinese medicine wastewater treatment process provided by the invention, the active sludge aerobic pond is close with catalytic oxidation Aerobic Pond structure, and its handling principle all is to utilize microorganism wherein to consume organism in the traditional Chinese medicine wastewater.Show by contriver's great many of experiments and statistics, when organic concentration is high in the Chinese medicine waste water, described active sludge aerobic pond and the series operation of catalytic oxidation Aerobic Pond, the traditional Chinese medicine wastewater that organic concentration is high is reduced to below the 100mg/L through water outlet CODCr concentration after the biochemical treatment of two-stage.When Chinese medicine waste water COD Cr concentration is lower than 500mg/L, process traditional Chinese medicine wastewater if continue to adopt series system, microorganism in the catalytic oxidation Aerobic Pond will lack nutritive substance and die, so when Chinese medicine waste water COD Cr concentration is lower than 500mg/L described active sludge aerobic pond and the parallel running of catalytic oxidation Aerobic Pond, keep microorganism in described active sludge aerobic pond and the catalytic oxidation Aerobic Pond basic nutrition consumption, guarantee the survival of microorganism in described active sludge aerobic pond and the catalytic oxidation Aerobic Pond.
Improvement by above traditional Chinese medicine wastewater treatment process, so that this technique can adapt to traditional Chinese medicine wastewater discharging not timing, the uncertain characteristics of organic loading, can effectively process traditional Chinese medicine wastewater, thereby comprehensively improve the adaptive faculty of Waste Water Treatment, obtain good economic benefit and environmental benefit.
Embodiment
The present invention is described in further detail below in conjunction with test example and embodiment.But this should be interpreted as that the scope of the above-mentioned theme of the present invention only limits to following embodiment, all technology that realizes based on content of the present invention all belong to scope of the present invention.
Embodiment 1
Adopt the mixing factory effluent of Chengdu, Sichuan herbal pharmaceutical factory, this pharmaceutical factory is at the Chinese medicine production period, mix factory effluent mainly by Chinese traditional medicine wastewater treatment, wash bottle, wash plug waste water, resin regeneration waste water, machine maintenance waste water, sanitary wastewater, quality inspection waste water, the seven class waste water compositions such as raffinate after ethanol distillation reclaims.Waste water COD Cr mean value 18150mg/L, pH mean value is 4.6, ammonia nitrogen mean value is 1100mg/L, because the higher (CODCr>10000mg/L) of factory effluent concentration, active sludge aerobic pond and the series operation of catalytic oxidation Aerobic Pond, by about the pre-treatment adjust pH to 8.5 in early stage and after the two stage UASB anaerobic treatment, traditional Chinese medicine wastewater water outlet CODCr mean value is 850mg/L, water outlet enters the processing of catalytic oxidation Aerobic Pond after entering the active sludge aerobic pond again, effluent quality is limpid, and colourity is low, and measuring water outlet CODCr mean value is 95mg/L, pH mean value is 7.2, and ammonia nitrogen mean value is 3.2mg/L.
Embodiment 2
Adopt the mixing factory effluent of Chengdu, Sichuan herbal pharmaceutical factory, this pharmaceutical factory is at Chinese medicine production plant shutdown period, mix factory effluent mainly by wash bottle, wash plug waste water, resin regeneration waste water, machine maintenance waste water, sanitary wastewater, quality inspection waste water, the six class waste water compositions such as raffinate after ethanol distillation reclaims.Waste water COD Cr mean value is 2150mg/L, pH mean value is 6.4, ammonia nitrogen mean value is 85mg/L, because the lower (CODCr<3000mg/L) of factory effluent concentration, active sludge aerobic pond and the parallel running of catalytic oxidation Aerobic Pond, by about the pre-treatment adjust pH to 8.0 in early stage and after the two stage UASB anaerobic treatment, traditional Chinese medicine wastewater water outlet CODCr mean value is 380mg/L, water outlet enters simultaneously the active sludge aerobic pond and the catalytic oxidation Aerobic Pond is processed, effluent quality is limpid, and colourity is low, and measuring water outlet CODCr mean value is 78mg/L, pH mean value is 7.3, and ammonia nitrogen mean value is 2.5mg/L.
Embodiment 3
Adopt the mixing factory effluent of Sichuan herbal pharmaceutical factory, this pharmaceutical factory is at the Chinese medicine production period, the mixing factory effluent mainly fries in shallow oil juice by pharmaceutical raw material washing water, former medicine and extraction process raffinate, cleaning of evaporator (bottle) water, ground flushing water, boiler house draining and plant area's sanitary sewage etc. form, waste water COD Cr mean value is 11000mg/L, pH mean value value is 4.9, and ammonia nitrogen mean value is 300mg/L.Because the higher (CODCr>10000mg/L) of factory effluent concentration, active sludge aerobic pond and the series operation of catalytic oxidation Aerobic Pond, by about the pre-treatment adjust pH to 8.5 in early stage and after the two stage UASB anaerobic treatment, traditional Chinese medicine wastewater water outlet CODCr mean value 780mg/L, water outlet enters the processing of catalytic oxidation Aerobic Pond after entering the active sludge aerobic pond again, and effluent quality is limpid, colourity is low, the equal CODCr of the level that determines is 93mg/L, and pH mean value is 7.5, and ammonia nitrogen mean value is 3.2mg/L.
Embodiment 4
Adopt the mixing factory effluent of Sichuan herbal pharmaceutical factory, this pharmaceutical factory is at Chinese medicine production plant shutdown period, mixing factory effluent mainly is comprised of pharmaceutical equipment rinse water, cleaning of evaporator (bottle) water, ground flushing water, boiler house draining and plant area's sanitary sewage etc., waste water COD Cr is 1300mg/L, the pH value is 6.5, and ammonia-nitrogen content is 60mg/L.Because the lower (CODCr<3000mg/L) of factory effluent concentration, active sludge aerobic pond and the parallel running of catalytic oxidation Aerobic Pond, by about the pre-treatment adjust pH to 8.0 in early stage and after the two stage UASB anaerobic treatment, traditional Chinese medicine wastewater water outlet CODCr mean value 350mg/L, water outlet enters simultaneously the active sludge aerobic pond and the catalytic oxidation Aerobic Pond is processed, and effluent quality is limpid, colourity is low, the equal CODCr of the level that determines is 73mg/L, and pH mean value is 7.5, and ammonia nitrogen mean value is 2.4mg/L.
Can draw by embodiment 1,3, at pharmaceutical factory's Chinese medicine production period, catalytic oxidation Aerobic Pond and the series operation of active sludge aerobic pond, can effectively process the higher CODCr concentration (waste water of CODCr>10000mg/L), and water outlet CODCr concentration is all below 100mg/L, reach good treatment effect, processed preferably the Wastewater from Traditional of Chinese medicine production discharging.By embodiment 2,4, can learn, at pharmaceutical factory's Chinese medicine production plant shutdown period, traditional Chinese medicine wastewater CODCr concentration after the process anaerobic treatment is when 500mg/L is following, catalytic oxidation Aerobic Pond and the parallel running of active sludge aerobic pond also can so that water outlet CODCr concentration all below 100mg/L, catalytic oxidation Aerobic Pond and active sludge aerobic pond parallel processing can guarantee the value volume and range of product of microorganism in the biochemical return-flow system effectively, after enterprise resumes production, for the Wastewater from Traditional of processing discharging provides favourable condition, thereby guarantee that whole traditional Chinese medicine wastewater treatment system effectively adapts to the production cycle of enterprise, stable long-time running.
Claims (2)
1. traditional Chinese medicine wastewater treatment process, comprise pre-treatment, two stage UASB anaerobic treatment and backflow biochemical treatment, described backflow biochemical treatment comprises the traditional Chinese medicine wastewater after processing early stage entered and enters the catalytic oxidation Aerobic Pond after process in the active sludge aerobic pond again and process, it is characterized in that, described active sludge aerobic pond and catalytic oxidation Aerobic Pond are also connected, when the traditional Chinese medicine wastewater CODCr concentration that enters processing when 500mg/L is above, described active sludge aerobic pond and the series operation of catalytic oxidation Aerobic Pond; When the traditional Chinese medicine wastewater CODCr concentration that enters processing at 500mg/L and when following, described active sludge aerobic pond and the parallel running of catalytic oxidation Aerobic Pond.
2. traditional Chinese medicine wastewater treatment process as claimed in claim 1 is characterized in that, is 8~9 with the traditional Chinese medicine wastewater pH regulator in the described pre-treatment.
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103739138A (en) * | 2013-11-14 | 2014-04-23 | 安徽省绿巨人环境技术有限公司 | Traditional Chinese medicine decoction piece production wastewater treatment process |
CN104150683A (en) * | 2014-07-10 | 2014-11-19 | 唐国民 | Advanced treatment device for traditional Chinese medicine wastewater and treatment method thereof |
CN105016584A (en) * | 2015-08-11 | 2015-11-04 | 重庆大学 | Method for recycling Chinese medicine residue liquid waste to be used for Chinese medicine residue fermentation |
CN106673372A (en) * | 2017-01-19 | 2017-05-17 | 河南恒安环保科技有限公司 | Treatment method of traditional Chinese medicine wastewater |
CN109052838A (en) * | 2018-08-29 | 2018-12-21 | 重庆工商大学 | Sewage treatment strategy dynamic adjusting system |
CN112794570A (en) * | 2020-12-29 | 2021-05-14 | 华夏碧水环保科技有限公司北京分公司 | Method for treating wastewater generated in white peony root traditional Chinese medicine production |
CN115925094A (en) * | 2022-12-30 | 2023-04-07 | 中国长江三峡集团有限公司 | Sewage treatment system adaptive to water quantity fluctuation |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101591112A (en) * | 2008-05-29 | 2009-12-02 | 北京能拓高科技有限公司 | Combined aerobic biological fluidized bed sewage treatment plant |
CN101633531A (en) * | 2009-08-13 | 2010-01-27 | 重庆大学 | Sewage treatment reactor for alternately operating intermittent flow and continuous flow |
CN102198997A (en) * | 2011-04-15 | 2011-09-28 | 四川省环保科技工程有限责任公司 | Treatment process method for wastewater from abscisic acid production |
-
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- 2012-11-28 CN CN2012104947232A patent/CN102923920A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101591112A (en) * | 2008-05-29 | 2009-12-02 | 北京能拓高科技有限公司 | Combined aerobic biological fluidized bed sewage treatment plant |
CN101633531A (en) * | 2009-08-13 | 2010-01-27 | 重庆大学 | Sewage treatment reactor for alternately operating intermittent flow and continuous flow |
CN102198997A (en) * | 2011-04-15 | 2011-09-28 | 四川省环保科技工程有限责任公司 | Treatment process method for wastewater from abscisic acid production |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103739138A (en) * | 2013-11-14 | 2014-04-23 | 安徽省绿巨人环境技术有限公司 | Traditional Chinese medicine decoction piece production wastewater treatment process |
CN104150683A (en) * | 2014-07-10 | 2014-11-19 | 唐国民 | Advanced treatment device for traditional Chinese medicine wastewater and treatment method thereof |
CN105016584A (en) * | 2015-08-11 | 2015-11-04 | 重庆大学 | Method for recycling Chinese medicine residue liquid waste to be used for Chinese medicine residue fermentation |
CN106673372A (en) * | 2017-01-19 | 2017-05-17 | 河南恒安环保科技有限公司 | Treatment method of traditional Chinese medicine wastewater |
CN109052838A (en) * | 2018-08-29 | 2018-12-21 | 重庆工商大学 | Sewage treatment strategy dynamic adjusting system |
CN109052838B (en) * | 2018-08-29 | 2021-10-08 | 重庆工商大学 | Sewage treatment strategy dynamic adjusting system |
CN112794570A (en) * | 2020-12-29 | 2021-05-14 | 华夏碧水环保科技有限公司北京分公司 | Method for treating wastewater generated in white peony root traditional Chinese medicine production |
CN112794570B (en) * | 2020-12-29 | 2021-10-22 | 华夏碧水环保科技有限公司北京分公司 | Method for treating wastewater generated in white peony root traditional Chinese medicine production |
CN115925094A (en) * | 2022-12-30 | 2023-04-07 | 中国长江三峡集团有限公司 | Sewage treatment system adaptive to water quantity fluctuation |
CN115925094B (en) * | 2022-12-30 | 2023-10-27 | 中国长江三峡集团有限公司 | Sewage treatment system adapting to water fluctuation |
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Application publication date: 20130213 |