CN1318323C - Method for highly efficient treatment of yellow ginger-processing wastewater and uses thereof - Google Patents

Method for highly efficient treatment of yellow ginger-processing wastewater and uses thereof Download PDF

Info

Publication number
CN1318323C
CN1318323C CNB200510132060XA CN200510132060A CN1318323C CN 1318323 C CN1318323 C CN 1318323C CN B200510132060X A CNB200510132060X A CN B200510132060XA CN 200510132060 A CN200510132060 A CN 200510132060A CN 1318323 C CN1318323 C CN 1318323C
Authority
CN
China
Prior art keywords
reactor
yellow ginger
waste water
methane fermentation
processing waste
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.)
Expired - Fee Related
Application number
CNB200510132060XA
Other languages
Chinese (zh)
Other versions
CN1789171A (en
Inventor
赵华章
徐子恺
程鹏
倪晋仁
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Policy And Technology Research Center Office For South To North Water Transfer Construction Project Of State Council
BEIJING GAIA ENVIRONMENTAL TECHNOLOGY Co Ltd
Beijing Gaiya Environmental Technology Co Ltd &lt Del\/>
Original Assignee
Policy And Technology Research Center Office For South To North Water Transfer Construction Project Of State Council
BEIJING GAIA ENVIRONMENTAL TECHNOLOGY Co Ltd
Beijing Gaiya Environmental Technology Co Ltd &lt Del\/>
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Policy And Technology Research Center Office For South To North Water Transfer Construction Project Of State Council, BEIJING GAIA ENVIRONMENTAL TECHNOLOGY Co Ltd, Beijing Gaiya Environmental Technology Co Ltd &lt Del\/> filed Critical Policy And Technology Research Center Office For South To North Water Transfer Construction Project Of State Council
Priority to CNB200510132060XA priority Critical patent/CN1318323C/en
Publication of CN1789171A publication Critical patent/CN1789171A/en
Application granted granted Critical
Publication of CN1318323C publication Critical patent/CN1318323C/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E50/00Technologies for the production of fuel of non-fossil origin
    • Y02E50/30Fuel from waste, e.g. synthetic alcohol or diesel

Landscapes

  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

The present invention provides a method for high-efficient treatment of yellow ginger processing wastewater and an application thereof. The present invention uses the treating method of diphasic anaerobic and an immobilized microorganism-aerobic bacteria filter (G-BAF), wherein the yellow ginger processing wastewater enters a hydrolysis acidification reactor after the pH of the yellow ginger processing wastewater is adjusted to neutral, and the yellow ginger processing wastewater enters a methane fermenting reactor after desulfured in a reification or biochemistry way; the effluent water enters a secondary G-BAF reactor for further treatment, and reaches the standards for discharging. The present invention has the advantages that the negative effect containing lots of SO4 <2-> in the raw water is eliminated, the toxicity generated by sulfate reduction is avoided so as to realize the utilization for changing the waste into resources, recover energy resources, and reduce treatment cost, and the yellow ginger processing wastewater reaches the standard for discharging. The application of the present invention is suitable for treating the yellow ginger processing wastewater, and can also be used for treating the high-concentrated organic wastewater containing sulfate.

Description

A kind of method of handling the yellow ginger processing waste water and uses thereof
Technical field
The invention belongs to the Industrial Wastewater Treatment field, exactly relate to treatment process of yellow ginger processing waste water and uses thereof.
Background technology
Yellow ginger is a kind of medicinal plant, can extract saponin and be used for the synthetic of multiple medicine.In the yellow ginger course of processing, 1 ton of saponin of every production needs cadmium yellow ginger 130-180 ton, and 98% sulfuric acid 7-8 ton produces waste water 400-500 ton.Extract saponin and produce from yellow ginger, contaminated wastewater is serious, mainly contains following characteristics: (1) biodegradability is poor: the BOD/COD value is about 0.27; (2) sugar part content height, it is about 2% to contain sugar, and wherein major part is a reducing sugar; (3) pollution load is heavy, and the COD value of comprehensive wastewater is at 20000-30000mg/L, and slubbing liquid COD value can reach 110000mg/L; (4) acidity height, the pH value is about 1.0; (5) salinity height, SO 4 2-/ COD value can reach 0.5.Because above several characteristics, yellow ginger processing waste water are handled very difficulty.The processing of this type of waste water at present rests on laboratory lab scale level more, generally adopt anaerobism+aerobic bioremediation, but treatment effect is unsatisfactory, far can not reach the requirement of the relevant emission standard of country.Its reason mainly shows following two aspects: a large amount of SO that exist 4 2-Be reduced to sulfide in the anaerobic treatment process, sulfide has toxicity and produces restraining effect the methane-producing bacteria in the follow-up methane fermentation reactor; Sulphate reducing bacteria also can produce substrate competition with methanogen, thereby the methane fermentation reaction can not be carried out smoothly.The reason of this two aspect often causes anaerobic treatment failure or efficient not high.Therefore, how eliminating above-mentioned negative impact is the key that improves anaerobic treatment and even whole yellow ginger processing waste water treatment effect.
In addition, contain more nitrogenous substances in the yellow ginger processing waste water, these materials can be converted into NH in wastewater treatment process 4 +-N, the NH in the comprehensive wastewater 4 +-N content is at 1000-2000mg/L.The yellow ginger processing wastewater treatment method of report is paid attention to the removal of COD more at present, and has ignored NH 4 +The removal of-N and total nitrogen.Discharge of wastewater without denitrogenation processing can cause body eutrophication, and yellow ginger processing enterprise multidigit is in south water to north center line watershed, therefore must seek a kind of treatment process efficiently, reduce all contaminants content that comprises COD and total nitrogen in the yellow ginger processing waste water, make its energy qualified discharge, eliminate of the threat of yellow ginger processing waste water ecotope and people's safe drinking water.
Summary of the invention
The objective of the invention is to overcome the deficiencies in the prior art part, and a kind of method of efficient processing yellow ginger processing waste water is provided.By adopting the diphasic anaerobic treatment process that adds the desulfurization measure, eliminated SO effectively 4 2-Negative impact to anaerobic process produce has improved the anaerobic treatment effect; By adopt immobilized microorganism-BAF (G-BAF) to anaerobism water outlet further handle, reduced all contaminations in the waste water, the concentration of COD and total nitrogen especially makes the yellow ginger processing waste water can qualified discharge.
The object of the invention can realize by following manner: the inventive method is by adopting acidication and methane fermentation diphasic anaerobic and G-BAF immobilized microorganism-BAF to handle; Wherein undertaken by following sequential steps:
The yellow ginger processing waste water adds alkali in neutralization tank and regulates pH to neutral, enters reactor for hydrolysis and acidification;
The acidication water outlet is through materialization or biochemical desulfurization;
Enter the methane fermentation reactor after the desulfurization and carry out methane fermentation;
The water outlet of methane fermentation reactor enters two-stage G-BAF immobilized microorganism-BAF reactor, further handles the back qualified discharge.
Wherein,
In the neutralization tank, the pH value of yellow ginger processing waste water transfers to 7-9, in and with medicament be calcium oxide.
In reactor for hydrolysis and acidification and methane fermentation reactor, adopt upflow anaerobic sludge blanket reactor (UASB), EGSB (expanded granular sludge bed) (EGSB), anaerobic baffled reactor anaerobic reactors such as (ABR)
In reactor for hydrolysis and acidification and methane fermentation reactor, adopt anaerobic activated sludge to start, anaerobic activated sludge can use separately.
The microorganism of reactor for hydrolysis and acidification, the yellow ginger processing waste water behind the employing adjust pH is tamed; Microorganism in the methane fermentation reactor adopts the reactor for hydrolysis and acidification water outlet to tame; Domestication uses the COD concentration of yellow ginger processing waste water between 1500-3000mg/L; The temperature of reaction of reactor for hydrolysis and acidification is 20-35 ℃, and methane fermentation reactor reaction temperature is 30-35 ℃; After anaerobic reactor started, the residence time of reactor for hydrolysis and acidification was 5-20h, and the methane fermentation reactor residence time is 15-50h.
Sulfur removal technology between acidication and methane fermentation reactor is the sulfur removal technology of materialization or biochemical desulfurization form.
Adopt the macroporous netlike carrier in the G-BAF reactor, above fixing special efficient microorganism; Adopt the water outlet of methane fermentation reactor that microorganism is tamed; G-BAF reactor reaction temperature is a room temperature, and the residence time is 8-20h, and dissolved oxygen (DO) concentration is 2-5mg/L, and water outlet pH value is 7.5-8.5; The COD volumetric loading can reach 3-18kg/ (m 3D), clearance is 60-90%; The ammonia nitrogen volumetric loading can reach 0.5-4kg/ (m 3D), clearance is 90-100%.
A kind of purposes of efficient processing yellow ginger processing waste water is not only applicable to the yellow ginger processing waste water and handles, and can be applicable to the processing of the high concentrated organic wastewater of any sulfur-bearing hydrochlorate.
The yellow ginger processing waste water enters reactor for hydrolysis and acidification adding alkali adjusting pH value to neutrality.Acidication can make the macromolecular substance in the waste water be hydrolyzed into small molecules, and biochemical further improves, and COD obtains part and removes, and the vitriol in the waste water is reduced into sulfide or hydrogen sulfide simultaneously.The acidication water outlet enters the methane fermentation reactor and carries out methane fermentation after materialization or biochemical desulfurization, this stage can be removed most COD in waste water, reclaims simultaneously and obtains methane gas.The water outlet of methane fermentation reactor enters two-stage G-BAF reactor, further handles the back qualified discharge.
The volumetric loading of reactor for hydrolysis and acidification can reach 10-12kgCOD/ (m 3D), the COD clearance is 15-40%, and water outlet pH value is 5-7; The volumetric loading of methane fermentation reactor can reach 5-10kgCOD/ (m 3D), the COD clearance is 75-95%, and water outlet pH value is 7-9.Methane purity and productive rate that recovery obtains are respectively 85-95% and 0.2-0.3m 3CH 4/ KgCOD.
The present invention has following advantage compared to existing technology:
(1) adopt the diphasic anaerobic treatment process, with acidication and methane fermentation place respectively two independently reactor carry out, eliminated a large amount of SO that contain in the former water 4 2-Negative impact, avoided the substrate competition of the toxicity of sulfide that sulfate reduction produces or hydrogen sulfide and sulphate reducing bacteria and methanogen generation, thereby improved the load 5-22kgCOD/ (m of anaerobic treatment 3D) and efficient 75-95%.
(2) between acidication and methane fermentation reactor, add sulfur removal technology, not only can reduce the toxicity of sulfide, and can remove and realize the changing waste into resources utilization when polluting by the desulfurization recovery sulphur to follow-up product methane reaction.
(3) the present invention has farthest improved methane purity 85-95% and productive rate (0.2-0.3m 3CH 4/ KgCOD), reclaimed the energy, reduced processing cost (less than 5 yuan/ton).
(4) adopt two-stage G-BAF treatment technology, removed ammonia nitrogen and the total nitrogen in the waste water effectively, further reduced the concentration of other pollutent in the anaerobism water outlet, realized yellow ginger processing waste water qualified discharge.
(5) the present invention is not only applicable to the processing of yellow ginger processing waste water, and can be applicable to the processing of the high concentrated organic wastewater of any sulfur-bearing hydrochlorate.
Description of drawings
Fig. 1 is a process flow sheet of the present invention.
Embodiment
Enumerate 3 embodiment below, the present invention is further specified, but the present invention is not only limited to these embodiment.
The process of present embodiment is: the yellow ginger processing waste water enters neutralization tank, regulate the pH value to neutral, enter the reactor for hydrolysis and acidification acidification reaction that is hydrolyzed then, enter desulphurization reactor again, adopt materialization or biochemical method to remove sulfide or hydrogen sulfide, its water outlet enters the methane fermentation reactor and produces methane reaction, and water outlet enters two-stage G-BAF reactor again and further removes water pollutant, qualified discharge then.
Embodiment 1
Adopt the present invention to handle the yellow ginger processing waste water, former water COD concentration is 4500mg/L, SO 4 2-Concentration is 2460mg/L, NH 4 +-N concentration is 90mg/L, water temperature is controlled at 30 ℃, 35 ℃ and 25 ℃ respectively in reactor for hydrolysis and acidification, methane fermentation reactor and the G-BAF reactor, and the residence time is respectively 10.8h, 37h and 8h, and final outflow water COD concentration is 92.5mg/L, sulfide concentration 0.6mg/L, NH 4 +-N concentration is 1.7mg/L, and TN (total nitrogen) concentration is 2.5mg/L.
Embodiment 2
Adopt the present invention to handle the yellow ginger processing waste water, former water COD concentration is 9500mg/L, SO 4 2-Concentration is 5130mg/L, NH 4 +-N concentration is 210mg/L, water temperature is controlled at 30 ℃, 32 ℃ and 20 ℃ respectively in reactor for hydrolysis and acidification, methane fermentation reactor and the G-BAF reactor, and the residence time is respectively 15h, 40h and 10h, and final outflow water COD concentration is 120.2mg/L, sulfide concentration 0.4mg/L, NH 4 +-N concentration is 5.3mg/L, and TN concentration is 7.8mg/L.
Embodiment 3
Adopt the present invention to handle the yellow ginger processing waste water, former water COD concentration is 22000mg/L, SO 4 2-Concentration is 10610mg/L, NH 4 +-N concentration is 503mg/L, water temperature is controlled at 35 ℃, 34 ℃ and 18 ℃ respectively in reactor for hydrolysis and acidification, methane fermentation reactor and the G-BAF reactor, and the residence time is respectively 15h, 42h and 20h, and final outflow water COD concentration is 143.6mg/L, sulfide concentration 0.9mg/L, NH 4 +-N concentration is 8.2mg/L, and TN concentration is 9.5mg/L.
By above-mentioned example as seen, the present invention all has good treatment effect for the yellow ginger processing waste water of different quality, and final outflow water reaches sewage comprehensive discharge one-level or secondary standard (GB8978-1996).

Claims (6)

1, a kind of method of handling the yellow ginger processing waste water is characterized in that this method is by adopting acidication and methane fermentation diphasic anaerobic and G-BAF immobilized microorganism-BAF processing; Wherein undertaken by following sequential steps:
The yellow ginger processing waste water adds alkali in neutralization tank and regulates pH to neutral, enters reactor for hydrolysis and acidification;
The acidication water outlet is through materialization or biochemical desulfurization;
Enter the methane fermentation reactor after the desulfurization and carry out methane fermentation;
The water outlet of methane fermentation reactor enters two-stage G-BAF immobilized microorganism-BAF reactor, further handles the back qualified discharge.
According to the method for the described processing yellow ginger of claim 1 processing waste water, it is characterized in that in neutralization tank that 2, the pH value of yellow ginger processing waste water transfers to 7-9, in and with medicament be calcium oxide.
3, according to the method for the described processing yellow ginger of claim 1 processing waste water, it is characterized in that in reactor for hydrolysis and acidification and methane fermentation reactor, adopt upflow anaerobic sludge blanket reactor, EGSB (expanded granular sludge bed), anaerobic baffled reactor.
4,, it is characterized in that in reactor for hydrolysis and acidification and methane fermentation reactor adopt anaerobic activated sludge to start, anaerobic activated sludge can use separately according to the method for claim 1 or 3 described processing yellow ginger processing waste waters.
5, according to the method for the described processing yellow ginger of claim 1 processing waste water, it is characterized in that: the microorganism of reactor for hydrolysis and acidification, the yellow ginger processing waste water behind the employing adjust pH is tamed; Microorganism in the methane fermentation reactor adopts the reactor for hydrolysis and acidification water outlet to tame; Domestication uses the COD concentration of yellow ginger processing waste water between 1500-3000mg/L; The temperature of reaction of reactor for hydrolysis and acidification is 20-35 ℃, and methane fermentation reactor reaction temperature is 30-35 ℃; After anaerobic reactor started, the residence time of reactor for hydrolysis and acidification was 5-20h, and the methane fermentation reactor residence time is 15-50h.
6, according to the method for the described processing yellow ginger of claim 1 processing waste water, it is characterized in that: adopt the macroporous netlike carrier in the G-BAF reactor, above fixing special efficient microorganism; Behind the G-BAF reactor start-up, its temperature of reaction is a room temperature, and the residence time is 8-20h, and dissolved oxygen DO concentration is 2-5mg/L, and water outlet pH value is 7.5-8.5; The COD volumetric loading can reach 3-18kg/m 3D, clearance are 60-90%; The ammonia nitrogen volumetric loading can reach 0.5-4kg/m 3D, clearance are 90-100%.
CNB200510132060XA 2005-12-23 2005-12-23 Method for highly efficient treatment of yellow ginger-processing wastewater and uses thereof Expired - Fee Related CN1318323C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB200510132060XA CN1318323C (en) 2005-12-23 2005-12-23 Method for highly efficient treatment of yellow ginger-processing wastewater and uses thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB200510132060XA CN1318323C (en) 2005-12-23 2005-12-23 Method for highly efficient treatment of yellow ginger-processing wastewater and uses thereof

Publications (2)

Publication Number Publication Date
CN1789171A CN1789171A (en) 2006-06-21
CN1318323C true CN1318323C (en) 2007-05-30

Family

ID=36787326

Family Applications (1)

Application Number Title Priority Date Filing Date
CNB200510132060XA Expired - Fee Related CN1318323C (en) 2005-12-23 2005-12-23 Method for highly efficient treatment of yellow ginger-processing wastewater and uses thereof

Country Status (1)

Country Link
CN (1) CN1318323C (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101302071B (en) * 2008-06-12 2010-06-09 北京盖雅环境科技有限公司 Method for processing palm oil waste water and use thereof
CN101654321B (en) * 2008-08-21 2011-06-08 中国农业大学 Dry manure two-phase anaerobic digestion system for pig farm
CN101967031B (en) * 2010-10-20 2012-09-26 江苏兆盛环保集团有限公司 Garbage percolate treatment method
CN101973681B (en) * 2010-11-12 2011-12-07 昆明水啸科技有限公司 Sewage treatment technology with sequencing mud membrane symbiosis method
CN102745868B (en) * 2012-07-23 2013-08-21 青岛大学 Method for removing carbon, nitrogen and sulfur in waste water
WO2014116186A1 (en) * 2013-01-25 2014-07-31 Nanyang Technological University A process for mitigating sulfate impact on and enhancing methane production in anaerobic systems

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1488581A (en) * 2003-08-14 2004-04-14 华中师范大学 Yellow giner saponin industrial sewage treating method and comprehensive utilization
CN1493533A (en) * 2003-08-08 2004-05-05 朱作远 Yellow ginger acid spliting waste water resource utilization technique
CN1528768A (en) * 2003-09-29 2004-09-15 武汉泰古投资有限公司 Method for treating waste water of chinese yam saporin and recovering gluocose and hydrochloric acid by membrane integrating technique
CN1587081A (en) * 2004-08-03 2005-03-02 华中师范大学 Process for treating peltate yam saponin production effluent

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1493533A (en) * 2003-08-08 2004-05-05 朱作远 Yellow ginger acid spliting waste water resource utilization technique
CN1488581A (en) * 2003-08-14 2004-04-14 华中师范大学 Yellow giner saponin industrial sewage treating method and comprehensive utilization
CN1528768A (en) * 2003-09-29 2004-09-15 武汉泰古投资有限公司 Method for treating waste water of chinese yam saporin and recovering gluocose and hydrochloric acid by membrane integrating technique
CN1587081A (en) * 2004-08-03 2005-03-02 华中师范大学 Process for treating peltate yam saponin production effluent

Also Published As

Publication number Publication date
CN1789171A (en) 2006-06-21

Similar Documents

Publication Publication Date Title
CN101157510B (en) Process for treating waste water produced during biofermentation method for producing penicillin and intermediate 6-APA process
CN101891343B (en) Method for biologically purifying municipal sewage and recovering resources
CN102745868B (en) Method for removing carbon, nitrogen and sulfur in waste water
CN100371270C (en) Combined treatment process for manioc producing effluent
CN102557349B (en) Process and device of low energy consumption sewage treatment based on carbon source recovery
CN102101742A (en) Method for treating organic wastewater containing high-concentration ammonia nitrogen
CN101935136B (en) Zero energy consumption low sludge yield municipal sewage dephosphorization and denitrification treatment method
CN1318323C (en) Method for highly efficient treatment of yellow ginger-processing wastewater and uses thereof
CN108609807B (en) Urban sewage treatment process taking anaerobic technology as core
CN103880253B (en) Garbage leachate advanced treatment method and Fenton reaction tower
CN103172218B (en) Method and device for recovery and purifying elemental sulfur from high-concentration sulfate wastewater
Li et al. An advanced anaerobic biofilter with effluent recirculation for phenol removal and methane production in treatment of coal gasification wastewater
CN110156270B (en) Source separation urine liquid nitrogen and phosphorus recovery and water recycling system and operation method thereof
WO2020152707A1 (en) Heavy metal removal from industrial effluents by combination of aerobic and anaerobic treatment
CN104261561A (en) Sequencing batch reactor activated sludge process (SBR) with low yield of sludge and low energy consumption
CN113461284A (en) Municipal sludge treatment method for nitrate-enhanced pyrohydrolysis
CN101885555A (en) Method for treating fermentative pharmaceutical wastewater
CN109809630B (en) Method for removing multiple pollutants in nitrogen fertilizer wastewater with synergistic low consumption
CN110803845A (en) Biological conditioner and method for improving dehydration performance of anaerobic digestion substances of kitchen waste
CN105060622A (en) Method for simultaneous removal of carbon, nitrogen and phosphorus in tri-sludge sewage and stabilization treatment of sludge
CN102616997B (en) Method for treating wastewater generated in production process of iron oxide pigment
CN101423295B (en) High nitrogen-containing landfill leachate processing method and apparatus
CN212246699U (en) Neomycin sulfate waste water treatment device
CN210481144U (en) Sewage treatment device for synchronously realizing sludge in-situ reduction and nitrogen and phosphorus removal
CN106746178A (en) A kind of sewage deep denitrification process based on the transfer of nitrate nitrogen Chemical Decomposition physics

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20070530

Termination date: 20191223