CN100357201C - Artificial leather effluent treating process - Google Patents

Artificial leather effluent treating process Download PDF

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CN100357201C
CN100357201C CNB2005101231023A CN200510123102A CN100357201C CN 100357201 C CN100357201 C CN 100357201C CN B2005101231023 A CNB2005101231023 A CN B2005101231023A CN 200510123102 A CN200510123102 A CN 200510123102A CN 100357201 C CN100357201 C CN 100357201C
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wastewater
dmf
artificial leather
treatment
cod
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CN1810685A (en
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任洪强
严永红
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Jiangsu Zhongyi Kim Environmental Protection Industry Technology Research Institute Ltd
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Nanjing University
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Abstract

本发明公开了人造革废水处理的一种方法,根据废水中COD和DMF浓度高低选择合适的处理工艺采取分质处理方法,对COD和DMF浓度高的废水采用先进入DMF回收系统回收DMF;回收后废水进行厌氧处理;然后对DMF厌氧处理后水解产生的氨氮进行吹脱去除;吹脱去除后的废水与其它低COD浓度的人造革工艺混合废水一道再进行缺氧/好氧+混凝沉淀工艺处理。达到国家排放标准后排放。本方法对于人造革废水中高含量的DMF物质有着很好的处理效果。

Figure 200510123102

The invention discloses a method for the treatment of artificial leather wastewater. According to the concentration of COD and DMF in the waste water, a suitable treatment process is selected to adopt a quality separation treatment method, and the waste water with high COD and DMF concentration is first entered into a DMF recovery system to recover DMF; after recovery Anaerobic treatment of wastewater; then stripping and removal of ammonia nitrogen produced by hydrolysis after DMF anaerobic treatment; the waste water after stripping and removal is combined with other low COD concentration artificial leather process mixed wastewater for anoxic/aerobic + coagulation sedimentation Process treatment. Discharge after reaching the national emission standard. The method has a good treatment effect on high-content DMF substances in artificial leather wastewater.

Figure 200510123102

Description

A kind of method of leatheroid wastewater treatment
Technical field
The invention belongs to the Industrial Wastewater Treatment field, more particularly is the processing of leatheroid factory effluent.
Background technology
Leatheroid waste water composition complexity, variation water quality is big, mainly contains COD, SS, DMF pollutents such as (dimethyl formamides) in the waste water.Especially towards tower waste water COD and DMF concentration 30,000~100,000mg/L, the COD of the Cleaning Wastewater of coagulating pan, accumulator tank and recycling bin and DMF concentration are 15, about 000mg/L.DMF content is higher in this class waste water, and DMF is a kind of organic solvent, and price is higher, has higher reclamation and is worth.Overhead water COD and DMF are about 1600mg/L, and DMF content is still higher, can produce a large amount of ammonia nitrogens behind the DMF anaerobic hydrolysis.
Except that containing higher concentration DMF, also contain auxiliary agent, dyestuff etc. than the difficult degradation pollutent in the leatheroid waste water, the overall complicated component of waste water has certain degree of difficulty to art breading, and single physico-chemical process or biochemical process all are difficult to up to standard.
The leatheroid method of wastewater treatment generally mixes various waste water at present, adopts the anaerobic-aerobic treatment process, this treatment process water outlet COD, NH 3-N concentration is higher, is difficult to reach the requirement of discharging standards, and the processing of leatheroid waste water must be considered the influence of a large amount of ammonia nitrogens to carrying out a biological disposal upon that produces behind the DMF anaerobic hydrolysis.
Summary of the invention:
The present invention seeks to: the various waste water at existing leatheroid production are handled respectively, to COD and DMF concentration 10, the above waste water of 000mg/L adopts minimizing and resource utilization, reduce the content of principal pollutant DMF in the waste water, adopt physical chemistry method to remove the ammonia nitrogen that the DMF anaerobic hydrolysis produces simultaneously, a large amount of ammonia nitrogens that produce behind the DMF of the processing of the leatheroid waste water consideration simultaneously anaerobic hydrolysis are to the influence of biological treatment.
Technical solution of the present invention is: a kind of method of leatheroid wastewater treatment, just select suitable treatment process to take branch matter treatment process according to COD in the waste water and DMF concentration, to COD and DMF concentration height 10, the above waste water of 000mg/L adopts minimizing and resource utilization, reduce the content of principal pollutant DMF in the waste water, as towards tower waste water COD and DMF concentration all 10, the waste water that 000mg/L is above, enter the DMF recovery system and reclaim DMF, reclaim back waste water and carry out anaerobic treatment, and the ammonia nitrogen that the posthydrolysis of DMF anaerobic treatment produces is carried out stripping remove.Waste water after stripping is removed utilizes anoxic/aerobic+coagulation-settlement process to handle with the leatheroid composite waste of other low COD and DMF concentration.
The leatheroid technology composite waste of other low COD concentration also can carry out anaerobic treatment by DMF recovery back waste water together.
Contain COD, the higher waste water of DMF concentration refers to towards the Cleaning Wastewater of tower water and coagulating pan, accumulator tank and recycling bin, the processing of DMF recovery system is through the plate-and-frame filter press extruding, and the waste water that squeezes out enters the DMF recovery system and is meant that distillation or alternate manner reclaim DMF.
Described ammonia-nitrogen desorption method is: utilize Ca (OH) 2The pH value of waste water is adjusted to 10 ~ 11, and the stripping device adopts stripping tower, and gas-water ratio is 200 ~ 400: 1.
The anaerobic treatment reactor adopts rising streaming anaerobic reactor, 15 ~ 24 hours residence time.Anaerobic-aerobic loads biologic packing material in the pond, 2 ~ 4 hours anoxic residence time, 24 ~ 36 hours aerobic residence time.Anoxic pond DO is that 0.5mg/L, Aerobic Pond DO are 2.0 ~ 4.0mg/L.The anaerobic pond temperature is 15 ~ 35 ℃, and the temperature of anoxic, Aerobic Pond is 15 ~ 38 ℃.
The present invention adopts " DMF recovery-anaerobism-ammonia-nitrogen desorption-anaerobic-aerobic (A/O) technology-coagulating sedimentation " art breading leatheroid waste water, the water outlet COD after the processing Cr≤ 100mg/L; NH 3-N≤15mg/L; Colourity≤40 times.
Mainly by pollutent contain high density DMF waste water reclamation-anaerobism pre-treatment after mixes with other waste water, after the processing of A/O-coagulation-settlement process, reach discharging standards.
Handler's fabricate-leather method of wastewater treatment of the present invention compared with prior art has following advantage:
1. consider pollutent resource utilization and minimizing, reclaim DMF, reduce the content of principal pollutant DMF in the waste water.
2. according to the height of Pollutant levels, the anaerobism preconditioning technique of high-concentration waste water is set, has solved anaerobic degradation and the ammonia nitrogen removal of leatheroid wastewater treatment the biggest problem DMF.
3. treatment system stability and high efficiency, the water outlet after the processing can be used as the water source of reuse water, has good economic benefits.
Description of drawings
Fig. 1 is the schematic flow sheet of inventor's fabricate-leather method of wastewater treatment.
Embodiment
Each main units comprises in inventor's fabricate-leather method of wastewater treatment flow process: main kind of waste water is: collect waste water A, overhead water B and other waste water C towards tower water, coagulating pan, accumulator tank and recycling bin.A kind of leatheroid method of wastewater treatment of the present invention may further comprise the steps:
(1) water collecting basin: collect the waste water A towards tower water, coagulating pan, accumulator tank and recycling bin, water collecting pool volume is not less than the maximum emission of any waste water wherein.
(2) equalizing tank 1: collect overhead water B, 18 hours adjusting time.
(3) equalizing tank 2: collect composite waste C, 15 hours adjusting time.
(4) DMF waste water press filteration system: the waste water that contains high density DMF in catchmenting is removed foreign material in the waste water through press filteration system, and the waste water after the press filtration enters the DMF recovery system.
(5) anaerobic pond: the pressurization of waste water in the equalizing tank 1 enters anaerobic pond, and anaerobic pond adopts the rising flow reactor, and fill or filled biomass filler not the inside, and to keep certain upflow velocity, anaerobic pond hydraulic detention time be 12 ~ 24 hours.
(6) efficient deamination system: comprise that pH regulator pond, soda acid add, stripping tower.Anaerobic pond water outlet pH adjusts to 10 ~ 11, and pressurization enters stripping tower, and the stripping gas-water ratio is 200 ~ 400, and the medicament of adjusting pH adopts Ca (OH) 2And H 2SO 4
(7) anaerobic-aerobic system: composite waste carries out denitrification in anoxic pond, Aerobic Pond carries out nitration reaction, removes COD and NH in the waste water 3-N.Anoxic pond DO is lower than 0.5mg/L, hydraulic detention time 2 ~ 4 hours; Aerobic Pond DO is 2.0 ~ 4.0mg/L, hydraulic detention time 18 ~ 36 hours.System's internal reflux ratio is 200% ~ 400%, and external reflux ratio is 50% ~ 100%.Biologic packing material is installed in the anaerobic-aerobic system or biologic packing material is not installed.
(8) coagulative precipitation tank: go out remaining organism in the anaerobic-aerobic system, water outlet reaches discharging standards or further advanced treatment and reclamation.
The preferred operational conditions of handler's fabricate-leather method of wastewater treatment of the present invention is: 18 hours anaerobic pond residence time, stripping gas-water ratio 300: 1, anoxic pond 3 hours, Aerobic Pond 24 hours, internal reflux ratio 300%, external reflux ratio 75%.
The basic equipment of cell process of the present invention is prior art, and specific processing condition all provide: comprise DMF recovery-anaerobism-ammonia-nitrogen desorption-anaerobic-aerobic (A/O) technology.
Enter respectively in the water collecting basin towards tower water, accumulator tank, coagulating pan, wash water, pump up to the plate-and-frame filter press filtration, filter residue is mixed coal and is burned, filtrate flows into the storage pond, be forced into the DMF that reclaims in the recovery tower in the waste water with water pump, after the recovery, waste water and other reclaim liquid and discharge with the form of overhead water.Overhead water is forced in the anaerobic pond with water pump from flowing to equalizing tank, and the DMF in the waste water decomposes by anaerobion, produces ammonia nitrogen, enters denitrification system, is mixed into equalizing tank 2 with other waste water after the denitrogenation, and the ammonia of stripping enters ammonia recovery system.Sanitary sewage, ground wash-down water, tanning water, water coolant, ash-flushing water etc. enter equalizing tank 2, the composite waste pressurization enters the anaerobic-aerobic system in the equalizing tank 2, waste water mixes with the internal reflux mixed solution in the anoxic pond, carry out denitrification, carry out nitrated in the Aerobic Pond, thereby organism and ammonia nitrogen in the removal waste water, mixed-liquor return is to anoxic pond in the Aerobic Pond.Through after the mud-water separation, sludge part is back to anoxic pond at second pond in water outlet in the anaerobic-aerobic pond, and supernatant liquor enters that coagulative precipitation tank further purifies the back discharging or as the water source of reuse water.Leatheroid waste water is through treatment scheme shown in Figure 1, and each structures handler fabricate-leather water treatment effect sees Table 1.
Each structures treatment effect table of table 1
The structures title COD BOD 5 NH 3-N
Water inlet Water outlet Clearance (%) Water inlet Water outlet Clearance (%) Water inlet Water outlet Clearance (%)
Equalizing tank 1 1800 1800 - 550 550 - 15 15 -
Anaerobic pond 1800 1000 44.4 550 300 45.5 15 360 -
The deamination system 1000 950 5.0 - - - 360 145 59.7
Equalizing tank 2 1200 1200 - 600 600 - 100 100 -
Anoxic pond 1200 750 37.5 600 250 58.3 - - -
Aerobic Pond 750 100 86.7 250 20 92.0 - 15 85
Coagulative precipitation tank 100 60 40.0 20 10 50.0 - - -

Claims (9)

1、一种人造革废水处理的方法,根据废水中COD和DMF浓度高低选择合适的处理工艺采取分质处理方法,其特征是对COD和DMF浓度在10,000mg/L以上的废水采用先进入DMF回收系统回收DMF;回收后废水进行厌氧处理;然后对DMF厌氧处理后水解产生的氨氮进行吹脱去除;吹脱去除后的废水与其它COD浓度低于10,000mg/L的人造革工艺混合废水一道再进行缺氧-好氧+混凝沉淀工艺处理。1. A method for the treatment of artificial leather wastewater. According to the concentration of COD and DMF in the wastewater, an appropriate treatment process is selected to adopt a qualitative treatment method. It is characterized in that the wastewater with a concentration of COD and DMF above 10,000mg/L is firstly reclaimed by DMF The system recovers DMF; the recovered wastewater is anaerobically treated; then the ammonia nitrogen produced by the hydrolysis of DMF after anaerobic treatment is stripped and removed; the stripped wastewater is mixed with other artificial leather process wastewater with a COD concentration lower than 10,000mg/L Anoxic-aerobic + coagulation sedimentation process is then carried out. 2、根据权利要求1所述的人造革废水处理的方法,其特征是厌氧处理反应器采用上升流式厌氧反应器,停留时间15~24小时。2. The method for treating artificial leather wastewater according to claim 1, characterized in that the anaerobic treatment reactor adopts an upflow anaerobic reactor, and the residence time is 15-24 hours. 3、根据权利要求1所述的人造革废水处理的方法,其特征是缺氧-好氧池中装填生物填料,缺氧停留时间2~4小时,好氧停留时间24~36小时。3. The method for treating artificial leather wastewater according to claim 1, characterized in that the anoxic-aerobic tank is filled with biological fillers, the anoxic residence time is 2-4 hours, and the aerobic residence time is 24-36 hours. 4、根据权利要求1所述的一种人造革废水处理的方法,其特征是缺氧池含氧量DO为0.5mg/L、好氧池DO为2.0~4.0mg/L;厌氧池温度为15~35℃,缺氧、好氧池的温度分别为15~38℃。4. A method for treating artificial leather wastewater according to claim 1, characterized in that the oxygen content DO in the anoxic pool is 0.5 mg/L, and the DO in the aerobic pool is 2.0 ~ 4.0 mg/L; the temperature in the anaerobic pool is 15~35℃, the temperature of anoxic and aerobic pools are 15~38℃ respectively. 5、根据权利要求1所述的人造革废水处理的方法,其特征是含COD、DMF浓度较高的废水指冲塔水和凝固槽、回收槽以及回收桶的清洗废水,COD浓度在10,000mg/L以上的废水,DMF回收系统的处理是经过板框压滤机挤压,挤压出的废水进入DMF回收系统是指蒸馏或精馏系统。5. The method for treating artificial leather wastewater according to claim 1, characterized in that the wastewater containing COD and DMF with higher concentration refers to the cleaning wastewater of flushing tower water, coagulation tank, recovery tank and recovery bucket, and the COD concentration is 10,000mg/ Wastewater above L is treated by the DMF recovery system through extrusion by a plate and frame filter press, and the squeezed wastewater enters the DMF recovery system, which refers to a distillation or rectification system. 6、根据权利要求1或5所述的一种人造革废水处理的方法,其特征是所述氨氮吹脱方法是:利用Ca(OH)2将废水的pH值调整到10~11。6. A method for treating artificial leather wastewater according to claim 1 or 5, characterized in that the ammonia nitrogen stripping method is: using Ca(OH) 2 to adjust the pH value of the wastewater to 10-11. 7、根据权利要求1或5所述的一种人造革废水处理的方法,其特征是其它COD浓度低于10,000mg/L的的人造革工艺混合废水,和DMF回收后废水一道进行厌氧处理。7. A method for treating artificial leather wastewater according to claim 1 or 5, characterized in that other artificial leather process mixed wastewater with a COD concentration lower than 10,000 mg/L is anaerobically treated together with the wastewater recovered from DMF. 8、根据权利要求1或5所述的一种人造革废水处理的方法,其特征是缺氧一好氧系统内安装生物填料。8. A method for treating artificial leather wastewater according to claim 1 or 5, characterized in that biological fillers are installed in the anoxic-aerobic system. 9、根据权利要求1或5所述的一种人造革废水处理的方法,其特征是所述氨氮吹脱方法是:吹脱装置采用吹脱塔,气水比为200~400∶1。9. A method for treating artificial leather wastewater according to claim 1 or 5, characterized in that the ammonia nitrogen blow-off method is: the blow-off device adopts a blow-off tower, and the gas-water ratio is 200~400:1.
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Publication number Priority date Publication date Assignee Title
CN101830609B (en) * 2010-05-28 2011-08-17 浙江大学 Method for removing ammonia nitrogen from artificial leather manufacturing waste water
CN102295391B (en) * 2011-08-08 2012-12-26 浙江商达环保有限公司 PU (Poly Urethane)-leather wastewater-processing method
CN102583877A (en) * 2012-01-19 2012-07-18 宜兴市环球水处理设备有限公司 Novel paint wastewater treatment device
CN102923911B (en) * 2012-11-01 2013-10-30 中国石油集团工程设计有限责任公司 Natural gas purification plant high-concentration production wastewater treatment system and treatment method
CN103112951B (en) * 2013-03-18 2014-04-02 南京大学宜兴环保研究院 Biochemical method for treating synthetic leather wastewater containing dimethylformamide
JP6690197B2 (en) * 2014-12-11 2020-04-28 三菱ケミカル株式会社 Method and system for treating wastewater containing organic matter
CN105198174B (en) * 2015-10-29 2018-09-11 南京大学盐城环保技术与工程研究院 A kind of processing method of organic nitrogen DMF wastewater from chemical industry
CN105906158B (en) * 2016-06-14 2019-07-26 华东理工大学 A coal chemical wastewater pretreatment method combining hydrolysis acidification and ammonia nitrogen stripping
CN107089764B (en) * 2017-04-25 2021-04-30 湖北绿色家园材料技术股份有限公司 Method for utilizing waste water in polyamide production
CN109280564A (en) * 2017-07-20 2019-01-29 浙江丰登化工股份有限公司 A kind of resource utilization method of the waste water containing DMF
CN110451725A (en) * 2019-08-14 2019-11-15 浙江巨能环境工程有限公司 A kind of DMF and DMAC high-concentration waste water biological treatment system and processing method
CN110451733A (en) * 2019-08-27 2019-11-15 安徽环境科技集团股份有限公司 A kind for the treatment of process of leather-making waste water

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