CN106630449A - Method for treatment organic waste water of synthetic pharmacy - Google Patents
Method for treatment organic waste water of synthetic pharmacy Download PDFInfo
- Publication number
- CN106630449A CN106630449A CN201611257949.5A CN201611257949A CN106630449A CN 106630449 A CN106630449 A CN 106630449A CN 201611257949 A CN201611257949 A CN 201611257949A CN 106630449 A CN106630449 A CN 106630449A
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- China
- Prior art keywords
- waste water
- reaction tank
- combined working
- water
- aerobic reaction
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Classifications
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/02—Treatment of water, waste water, or sewage by heating
- C02F1/04—Treatment of water, waste water, or sewage by heating by distillation or evaporation
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/66—Treatment of water, waste water, or sewage by neutralisation; pH adjustment
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
- C02F2101/32—Hydrocarbons, e.g. oil
- C02F2101/322—Volatile compounds, e.g. benzene
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/08—Chemical Oxygen Demand [COD]; Biological Oxygen Demand [BOD]
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/16—Total nitrogen (tkN-N)
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/28—Anaerobic digestion processes
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/34—Biological treatment of water, waste water, or sewage characterised by the microorganisms used
Abstract
The invention provides a method for treatment organic waste water of synthetic pharmacy. The method comprises the procedures of evaporation and concentration, vapor condensation, condensed liquid hydrolytic acidification, aerobic treatment, biological filtration tower treatment and the like; and stable and up-to-standard discharge of the treated waste water can be realized.
Description
Technical field
The present invention relates to pharmacy organic wastewater, particularly after organic solvent recovery, CODCrMore than 10000mg/L, salt
Concentration is more than 5000mg/L, and a kind of processing method of the synthesis pharmaceutical organic wastewater of complicated component.
Background technology
Medicine is the necessary for ensureing the mankind and animals and plants health, and which produces the Pollutants in Wastewater COD concentration height for producing,
Complicated component, particularly after organic solvent recovery, Pollutants in Wastewater COD concentration is extra high simultaneously containing substantial amounts of
Salt, intractability are very big.If the waste water is not processed is directly discharged into environment, severe contamination will be caused to environment.At present through organic
The processing method of the chemical industrial organic wastewater after solvent recovery mainly first carries out advanced oxidation(Such as iron-carbon micro-electrolysis, metal powder also
Original, Fenton methods etc.)Pretreatment, then carries out a biological disposal upon.As the salinity in waste water is very high, the growth to microorganism has significantly
Inhibitory action, has a strong impact on biological treatment effect, and waste water is difficult to stably reaching standard discharge.The Organic substance of exploitation energy stably reaching standard discharge
The processing method of the synthesis pharmaceutical organic wastewater high with salt content has larger practical value.
The content of the invention
For current synthesis pharmaceutical organic wastewater, particularly after organic solvent recovery, CODCrMore than 10000mg/L,
Salinity is more than 5000mg/L, and the problem of the processing method of the synthesis pharmaceutical organic wastewater of complicated component, the mesh of the present invention
Be find can stably reaching standard discharge synthesis pharmaceutical organic wastewater processing method, it is characterised in that by synthesis pharmaceutical organic waste
Water adds evaporation concentrator to be evaporated concentration.The steam that waste water is produced in evaporating concentration process is condensed into condenser.It is useless
The concentrated solution that water is produced in evaporating concentration process is burned into incinerator.Concentrating degree of the waste water in evaporation concentrator
Determine by the requirement of burning process.The condensation efficiency of the steam that condenser is produced to evaporating concentration process is pressed more than 98% design.It is cold
The fixed gas that solidifying process is produced is adsorbed with solid adsorbent.The condensed fluid that condensation process is produced enters hydrolysis acidification regulating reservoir, cold
The time of staying of the lime set in hydrolysis acidification regulating reservoir is 6h~10h.The water outlet of hydrolysis acidification regulating reservoir enters aerobic reaction tank,
The time of staying of the waste water in aerobic reaction tank is 4h~10h.The water outlet of aerobic reaction tank is precipitated into sedimentation tank, during precipitation
Between be 1h~3h.The sludge being settled out carries out solid-liquor separation, and the sludge isolated makees dangerous disposition of solid waste, isolates
Waste water returns aerobic reaction tank.The supernatant waste water of sedimentation tank send multi-layer biological filter tower to process.The filler of biological filtering tower combined working is porous
Haydite or activated carbon, are 0.5m~1.2m per thickness degree, and gross thickness is 2m~4m.The dominant bacteria of biological filtering tower combined working is photosynthetic bacteria
In rhodopseudomonas(Rhodopseudomonas).The hydraulic load of biological filtering tower combined working is 40 m3/m2.d~120m3/m2.d.It is raw
The standard water discharge discharge of thing filter tower.
The object of the present invention is achieved like this, through organic solvent reclaim synthesis pharmaceutical organic wastewater in evaporation and concentration
During most organic and salts substances be retained in concentrated solution, on a small quantity into steam, this is follow-up steam condensed fluid
Biochemical treatment and the burning of concentrated solution create advantage.Steam condensate enters hydrolysis acidification regulating reservoir, in microorganism
In the presence of larger molecular organicses are changed into into small organic molecule, be that follow-up Aerobic Process for Treatment creates favorable conditions.After hydrolysis acidification
Waste water enter aerobic reaction tank, in the presence of aerobic microbiological, further reduce organic loading;In nitrifier and denitrification
Go to denitrogenate in the presence of bacterium.Waste water finally enters porous ceramic grain or activated carbon biological filtering tower combined working, in microorganism, particularly red false unit cell
In the presence of bacterium, further organics removal and nitrogen, it is ensured that the waste water stably reaching standard discharge after process.
Relative to existing method, the outstanding advantages of the present invention are to reduce the organic of subsequent biochemical process by evaporation and concentration
Pollutional load, is that stably reaching standard discharge creates favorable conditions.Increase the porous ceramic grain or activated carbon of rhodopseudomonas dominant bacteria
Biological filtering tower combined working treatment process, it is ensured that the waste water stably reaching standard discharge after process.
Specific implementation method
Embodiment 1:Daily 1m3Process the synthesis pharmaceutical organic wastewater after organic solvent is reclaimed(Composition:pH5.7、
CODCr52000 mg/L, T-N42.3 mg/L, T-P37.3mg/L, salinity 5500mg/L, colourity 1800, SS170mg/L), Jing
Evaporation and concentration(Concentrated solution generation rate 29%), steam condensation(Efficiency 98.5%, condensed fluid CODCr2900 mg/L), hydrolysis acidification
(8h), it is aerobic(6h)And biological filtering tower combined working(Porous ceramic grain packing layer gross thickness 2m, hydraulic load 80m3/m2.d)Water outlet after process
Pollutant levels are respectively CODCr45mg/L, T-N2.7m/L, T-P0.1mg/L, colourity 15.
Embodiment 2:23m is processed daily3Synthesis pharmaceutical organic wastewater after organic solvent is reclaimed(Composition:pH5.8、
CODCr16000 mg/L, T-N37.3 mg/L, T-P31.1mg/L, salinity 15000mg/L, colourity 520, SS170mg/L), Jing
Evaporation and concentration(Concentrated solution generation rate 25%), steam condensation(Efficiency 98.7%, condensed fluid CODCr1800 mg/L), hydrolysis acidification
(6h), it is aerobic(4h)And biological filtering tower combined working(Many active carbon filler layer gross thickness 3m, hydraulic load 120m3/m2.d)Water outlet after process
Pollutant levels are respectively CODCr41mg/L, T-N2.4m/L, T-P0.1mg/L, colourity 11.
Claims (1)
1. a kind of processing method of synthesis pharmaceutical organic wastewater, it is characterised in that by CODCrMore than 10000mg/L, salinity is big
Evaporation concentrator is added to be evaporated concentration in the synthesis pharmaceutical organic wastewater of 5000mg/L, waste water is produced in evaporating concentration process
Raw steam is condensed into condenser, and the concentrated solution that waste water is produced in evaporating concentration process is burned into incinerator, is given up
Requirement determination of concentrating degree of the water in evaporation concentrator by burning process, the steam that condenser is produced to evaporating concentration process
Condensation efficiency by more than 98% design, condensation process produce fixed gas with solid adsorbent adsorb, condensation process generation it is cold
Lime set enter hydrolysis acidification regulating reservoir, the time of staying of the condensed fluid in hydrolysis acidification regulating reservoir be 6h~10h, hydrolysis acidification adjust
The water outlet in section pond enters aerobic reaction tank, and the time of staying of the waste water in aerobic reaction tank is 4h~10h, aerobic reaction tank
Water outlet is precipitated into sedimentation tank, and the sedimentation time is 1h~3h, and the sludge being settled out carries out solid-liquor separation, and the sludge isolated is endangered
Dangerous disposition of solid waste, the waste water isolated return aerobic reaction tank, and the supernatant waste water of sedimentation tank send multi-layer biological filter tower
Process, the filler of biological filtering tower combined working is porous ceramic grain or activated carbon, filler gross thickness is 2m~4m, the dominant bacteria of biological filtering tower combined working is
Rhodopseudomonas in photosynthetic bacteria, the hydraulic load of biological filtering tower combined working is 40 m3/m2.d~120m3/m2.d, biological filtering tower combined working goes out
Water qualified discharge.
Priority Applications (1)
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CN201611257949.5A CN106630449A (en) | 2016-12-30 | 2016-12-30 | Method for treatment organic waste water of synthetic pharmacy |
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CN201611257949.5A CN106630449A (en) | 2016-12-30 | 2016-12-30 | Method for treatment organic waste water of synthetic pharmacy |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112225402A (en) * | 2020-10-12 | 2021-01-15 | 重庆工商大学 | Method for treating wastewater from solvent recovery in chemical synthesis of pharmacy |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102344221A (en) * | 2010-07-27 | 2012-02-08 | 武汉森泰环保工程有限公司 | Process for treating high-salinity high-ammonia-nitrogen organic waste water |
CN104986919A (en) * | 2015-06-29 | 2015-10-21 | 常州大学 | Wastewater advanced treatment system for corn processing |
-
2016
- 2016-12-30 CN CN201611257949.5A patent/CN106630449A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102344221A (en) * | 2010-07-27 | 2012-02-08 | 武汉森泰环保工程有限公司 | Process for treating high-salinity high-ammonia-nitrogen organic waste water |
CN104986919A (en) * | 2015-06-29 | 2015-10-21 | 常州大学 | Wastewater advanced treatment system for corn processing |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112225402A (en) * | 2020-10-12 | 2021-01-15 | 重庆工商大学 | Method for treating wastewater from solvent recovery in chemical synthesis of pharmacy |
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Application publication date: 20170510 |