CN108529821A - Sheepskin processes effluent cycle and utilizes processing system and treatment process - Google Patents

Sheepskin processes effluent cycle and utilizes processing system and treatment process Download PDF

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Publication number
CN108529821A
CN108529821A CN201810380863.4A CN201810380863A CN108529821A CN 108529821 A CN108529821 A CN 108529821A CN 201810380863 A CN201810380863 A CN 201810380863A CN 108529821 A CN108529821 A CN 108529821A
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China
Prior art keywords
water
sewage
tank
level
sludge
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CN201810380863.4A
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Chinese (zh)
Inventor
马兴军
马林
尤斌
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Qingtongxia City Xiangyun fur Co Ltd
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Qingtongxia City Xiangyun fur Co Ltd
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Priority to CN201810380863.4A priority Critical patent/CN108529821A/en
Publication of CN108529821A publication Critical patent/CN108529821A/en
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/001Processes for the treatment of water whereby the filtration technique is of importance
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/24Treatment of water, waste water, or sewage by flotation
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/5236Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/54Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using organic material
    • C02F1/56Macromolecular compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F2001/007Processes including a sedimentation step
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/30Organic compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/30Aerobic and anaerobic processes

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  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Physical Water Treatments (AREA)
  • Biological Treatment Of Waste Water (AREA)
  • Water Treatment By Sorption (AREA)

Abstract

Sheepskin processing water consumption is big, generates large amount of sewage in fur processing cleaning process, chromate waste water is generated in tannery, the major pollutants in waste water are:COD, ammonia nitrogen, suspended matter, Cr VI etc..These sewage direct emissions not only pollute the environment, and can also cause water resource waste.The invention discloses a kind of sheepskin processing effluent cycles to utilize processing system and treatment process, can improve Biodegradability of Wastewater by hydrolysis acidification pool, accelerate follow-up sewage disposal, save the sewage disposal time, improve sewage treating efficiency;The full and uniform mixing of flocculant and sewage is reduced into the flocculation sediment time to accelerate flocculation sediment speed, improves sewage treating efficiency;Desilting area can be increased, precipitation is reduced and taken time, improve sewage treating efficiency.

Description

Sheepskin processes effluent cycle and utilizes processing system and treatment process
Technical field
The invention belongs to sheepskin processing effluent cycles to utilize technical field, and in particular to sheepskin processes effluent cycle at Reason system and processing method.
Background technology
Sheepskin processing water consumption is big, and large amount of sewage is generated in fur processing cleaning process, is generated in tannery useless containing chromium Water, the major pollutants in waste water are:COD, ammonia nitrogen, suspended matter, Cr VI etc..These sewage direct emissions can not only pollute ring Border can also cause water resource waste.
Invention content
For the above-mentioned prior art, the technical problem to be solved in the present invention is to provide a kind of sheepskin processing effluent cycle profit With processing system and treatment process, sheepskin processing sewage is subjected to purified treatment and is recycled in fur manufacturing engineering, with Water resource is saved, pollution of the sewage discharge to environment is reduced.
For this purpose, the present invention provides a kind of sheepskin processing effluent cycles to utilize processing system, including comprehensive wastewater collecting-tank With accident pool, the comprehensive wastewater collecting-tank leads to sedimentation basin, sedimentation basin and gas by sewage pipe and water pump respectively with accident pool Floating machine connection, the water outlet of air floatation machine are connect by sewage pipe with regulating reservoir, and regulating reservoir passes through sewage pipe and water pump and hydrolysis acid Change pond connection;The water outlet of hydrolysis acidification pool leads to aerobic tank bottom, the water outlet and tube settling of aerobic tank by sewage pipe Pond connects, and the water outlet of inclined-tube sedimentation tank is connect with three-level cleaning equipment, and water outlet and the reuse pool of three-level cleaning equipment connect It connects;The bottom of the inclined-tube sedimentation tank is connect with hydrolysis acidification pool and sludge storage pool respectively by sludge pipe and dredge pump, sludge storage Comprehensive wastewater collecting-tank is led in the top in pond by supernatant liquid pipe, and biochemistry is led in the bottom of sludge storage pool by sludge pipe and dredge pump System;Air pump leads to the bottom of aerobic tank by air hose.
Preferably, the top of the air floatation machine is equipped with scum board, and drug reservoir passes through nutrition pencil and Teat pipette and air floatation machine Connection.
Preferably, the aerobic tank includes level-one aerobic tank and two level aerobic tank.
Preferably, quartz sand is added in first filtering tank in the three-level cleaning equipment, behind two filtering tanks be added and live Property charcoal, form three-stage filtration, the sewage handled recycles after reaching national environmental standard into workshop, active carbon filter Filtrate in absorber, the quartz sand that bottom can load 0.15-0.4 meters high are inhaled, and as support layer, the particle of quartz sand can be used 20-40mm can load the activated carbon of 1.0-1.5 rice grain shapes on quartz sand as filter layer, and filling thickness is 1000- 2000mm;For the three-level cleaning equipment before charging, bottom filtrate quartz sand should carry out the stability test of solution, impregnate 24 Hour simultaneously meets claimed below:The incrementss of full solid are no more than 20mg/L, and the increase of oxygen demand is no more than 10mg/L, in alkali Property medium in impregnate after, the increase of silica is no more than 10mg/L;Active carbon adsorption filter cylinder body is long using hydraulic analogy Diameter designs the highly effective active carbon that specific surface area is more than 1000m2/g.
The present invention also provides a kind of sheepskin processing effluent cycles to utilize treatment process, comprises the following steps:
(1) production waste water is introduced into sedimentation basin, preliminary sedimentation 1 hour;
(2) the top clear water in step (1) is delivered in air floatation machine, PAC and PAM is successively added by nutrition pencil, Xiang Shuizhong is passed through air, generates micro-bubble, and due to adhered to one another between bubble and fine suspension, formation suspended matter utilizes The buoyance lift of bubble acts on, and floats to the water surface, foam or dross is formed, to enable the suspended material in water to detach, into promoting the circulation of qi Floating processing 0.5-1 hour, while with scum board, scraping gentle steep of removing dross and reaching treatment effect;The PAC is aluminium polychloride, PAM is polyacrylamide;
(3) air supporting water outlet in step (2) is flowed into regulating reservoir by the pipeline of air floatation machine, adequately with the aqueous fusion of regulating reservoir It closes, keeps the water quality adjustment in sewage balanced;
(4) water in step (3) is delivered to hydrolysis acidification pool, while the sludge reflux in inclined-tube sedimentation tank is made extremely to be acidified Chi Zhong makes macromolecule organic molecular breakdown in waste water, large biological molecule substance difficult to degrade be converted into the small of easily biological-degradable Molecular substance improves waste water BOD/COD ratios, increases the impact resistance ability of biochemical system and reduces its processing load;
(5) water in step (4) is successively delivered to level-one aerobic tank and two level aerobic tank, in level-one aerobic tank and two level The aerobic tank residence time is respectively 1.5-2.5 hours, and being passed through air makes oxygen concentration in sewage control in 2.5-3.0mg/L, profit With activated sludge absorption degradable organic pollutant, aerobic microbiological utilizes the metabolism of itself under conditions of oxygen abundance Organic matter is decomposed into carbon dioxide and water, degradable organic pollutant, and carries out self-reproduction, maintains the life of system middle and high concentration Object group;
(6) water in step (5) is delivered to inclined-tube sedimentation tank and carries out precipitation process, the mixed liquor come out from aerobic tank exists This mud-water separation, sewage supernatant squeeze into level-one quartz filter by pump, enter back into three-level cleaning equipment, make effluent quality Reach the standard of recycling;Activity sludge reflux is to biochemical system after sludge precipitates in sludge storage pool, and upper layer sewage backflow is extremely Comprehensive wastewater collecting-tank, is handled again.
(7) water in step (6) is delivered to reuse pool, to be delivered to workshop reuse, after testing, the sewage handled It is recycled into workshop after reaching national environmental standard.
Preferably, the concrete operations of the step (2) are:The PAC of compound concentration 10-15% and a concentration of 0.1-0.3% PAM;Control wastewater pH is 7.0-8.5, and temperature is controlled at 15-20 DEG C, and concentration 20-50g/m is first pressed under stirring3It adds In PAC to waste water, stirring to PAC is uniformly dispersed, by concentration 0.3-0.6g/m3It adds in PAM to waste water, stirring to PAC disperses Uniformly, it staticly settles 1 hour, then carries out air-flotation process 0.5-1 hours.
Preferably, the concrete operations of the step (5) are:, as culture medium, to have contained in the organic pollution in waste water Under conditions of dissolved oxygen, activated sludge is continuously cultivated, its adsorption-condensation and oxygenolysis is recycled to purify in waste water Organic pollution, including three phases:
A. absorption phase:Pollutant in sewage is formed with active sludge microorganism contact process by microorganism Floccule body absorption and adhesion;
B. oxidation stage:Under aerobic conditions, it is nutrition that microorganism takes in internal organic matter using part by absorption, is closed At cellular material, another part organic matter is decomposed metabolism, and releases energy;
C. the formation of floccule body and coagulative precipitation stage:The thalline of oxidation stage synthesis flocculates to form floccule body, passes through weight Power precipitation is separated from the water out, and water is made to be purified.
Processing system and treatment process are utilized using above-mentioned sheepskin processing effluent cycle, sheepskin processing sewage is purified It handles and recycles in fur manufacturing engineering, to save water resource, reduce pollution of the sewage discharge to environment.The present invention has It has the advantage that and advantageous effect:
(1) present invention can improve Biodegradability of Wastewater by hydrolysis acidification pool, accelerate follow-up sewage disposal, save sewage Processing time improves sewage treating efficiency;
(2) present invention can be reduced by the full and uniform mixing of flocculant and sewage, to accelerate flocculation sediment speed The flocculation sediment time improves sewage treating efficiency;
(3) present invention can increase desilting area, reduce precipitation institute by setting coagulative precipitation tank to inclined-tube sedimentation tank It takes time, improves sewage treating efficiency.
Description of the drawings
Fig. 1 is that the sheepskin processing effluent cycle of the present invention utilizes processing system schematic diagram;
Fig. 2 is to use sewage detection Comparative result before and after the processing system.
In figure:1- comprehensive wastewater collecting-tanks, 2- accident pools, 3- sedimentation basins, 4- air floatation machines, 41- scum boards, 5- regulating reservoirs, 6- hydrolysis acidification pools, 7- aerobic tanks, 71- level-one aerobic tanks, 72- two level aerobic tanks, 8- inclined-tube sedimentation tanks, the purification of 9- three-levels are set It is standby, 10- reuse pools, 11- sludge storage pools, 12- biochemical systems, 13- air pumps, 14- drug reservoirs
Specific implementation mode
The specific implementation mode of the present invention is described in detail below in conjunction with the accompanying drawings:
As shown in Figure 1, the present invention provides a kind of sheepskin processing effluent cycles to utilize processing system, including comprehensive wastewater collection Pond 1 and accident pool 2, the comprehensive wastewater collecting-tank 1 lead to sedimentation basin 3 by sewage pipe and water pump respectively with accident pool 2, sink Shallow lake pond 3 is connect with air floatation machine 4, and the water outlet of air floatation machine 4 is connect by sewage pipe with regulating reservoir 5, regulating reservoir 5 by sewage pipe and Water pump is connect with hydrolysis acidification pool 6;The water outlet of hydrolysis acidification pool 6 leads to 7 bottom of aerobic tank by sewage pipe, aerobic tank 7 Water outlet is connect with inclined-tube sedimentation tank 8, and the water outlet of inclined-tube sedimentation tank 8 is connect with three-level cleaning equipment 9, three-level cleaning equipment 9 Water outlet connect with reuse pool 10;The bottom of the inclined-tube sedimentation tank 8 by sludge pipe and dredge pump respectively with hydrolysis acidification Pond 6 and sludge storage pool 11 connect, and comprehensive wastewater collecting-tank 1, sludge storage pool are led in the top of sludge storage pool 11 by supernatant liquid pipe Biochemical system 12 is led in 11 bottom by sludge pipe and dredge pump;Air pump 13 leads to the bottom of aerobic tank 7 by air hose.
The top of the air floatation machine 4 is equipped with scum board 41, and drug reservoir 14 is connected by nutrition pencil and Teat pipette with air floatation machine 4 It connects.
The aerobic tank 7 includes level-one aerobic tank 71 and two level aerobic tank 72.
Quartz sand is added in first filtering tank in the three-level cleaning equipment 8, behind two filtering tanks activated carbons, shape is added At three-stage filtration, the sewage that has handled recycles after reaching national environmental standard into workshop, active carbon filter absorber Interior filtrate, the quartz sand that bottom can load 0.15-0.4 meters high are inhaled, and as support layer, 20- can be used in the particle of quartz sand 40mm can load the activated carbon of 1.0-1.5 rice grain shapes on quartz sand as filter layer, and filling thickness is 1000-2000mm;Institute Three-level cleaning equipment is stated before charging, bottom filtrate quartz sand should carry out the stability test of solution, impregnate 24 hours and accord with It closes claimed below:The incrementss of full solid are no more than 20mg/L, and the increase of oxygen demand is no more than 10mg/L, in alkaline medium After immersion, the increase of silica is no more than 10mg/L;Active carbon adsorption filter cylinder body designs ratio using hydraulic analogy major diameter Surface area is more than the highly effective active carbon of 1000m2/g.
Fig. 2 is using sewage detection Comparative result before and after the processing system, and wherein West Sewage Disposal uses this hair Bright sheepskin processing effluent cycle utilizes processing system.The results show that being carried using present treatment system processing the with obvious effects of waste water It is high.
Some specific experiments are carried out using processing method for sheepskin of the present invention processing effluent cycle, specific implementation is for example Under:
Embodiment 1:
The sheepskin processing effluent cycle of the present embodiment utilizes treatment process, comprises the following steps:
(1) production waste water is introduced into sedimentation basin, preliminary sedimentation 1 hour;
(2) the top clear water in step (1) is delivered in air floatation machine, the PAC of compound concentration 10-15% and a concentration of The PAM of 0.1-0.3%;Control wastewater pH is 7.0-8.5, and temperature is controlled at 15-20 DEG C, and concentration 20- is first pressed under stirring 50g/m3It adds in PAC to waste water, stirring to PAC is uniformly dispersed, by concentration 0.3-0.6g/m3It adds in PAM to waste water, stirs It is uniformly dispersed, staticly settles 1 hour to PAC, air is passed through into water, micro-bubble is generated, due to bubble and fine suspension Between it is adhered to one another, form suspended matter, acted on using the buoyance lift of bubble, float to the water surface, foam or dross are formed, to make water In suspended material detached, carry out air-flotation process 0.5-1 hour, while with scum board, scrape gentle steep of removing dross and reach place Manage effect;The PAC is aluminium polychloride, and PAM is polyacrylamide;
(3) air supporting water outlet in step (2) is flowed into regulating reservoir by the pipeline of air floatation machine, adequately with the aqueous fusion of regulating reservoir It closes, keeps the water quality adjustment in sewage balanced;
(4) water in step (3) is delivered to hydrolysis acidification pool, while the sludge reflux in inclined-tube sedimentation tank is made extremely to be acidified Chi Zhong makes macromolecule organic molecular breakdown in waste water, large biological molecule substance difficult to degrade be converted into the small of easily biological-degradable Molecular substance improves waste water BOD/COD ratios, increases the impact resistance ability of biochemical system and reduces its processing load;
(5) water in step (4) is successively delivered to level-one aerobic tank and two level aerobic tank, in level-one aerobic tank and two level The aerobic tank residence time is respectively 1.5-2.5 hours, and being passed through air makes oxygen concentration in sewage control in 2.5-3.0mg/L, profit With activated sludge absorption degradable organic pollutant, aerobic microbiological utilizes the metabolism of itself under conditions of oxygen abundance Organic matter is decomposed into carbon dioxide and water, degradable organic pollutant, and carries out self-reproduction, maintains the life of system middle and high concentration Object group;
Using contained in the organic pollution in waste water, as culture medium, under conditions of having dissolved oxygen, continuously culture activity is dirty Mud recycles its adsorption-condensation and oxygenolysis to purify the organic pollution in waste water, including three phases:
A. absorption phase:Pollutant in sewage is formed with active sludge microorganism contact process by microorganism Floccule body absorption and adhesion;
B. oxidation stage:Under aerobic conditions, it is nutrition that microorganism takes in internal organic matter using part by absorption, is closed At cellular material, another part organic matter is decomposed metabolism, and releases energy;
C. the formation of floccule body and coagulative precipitation stage:The thalline of oxidation stage synthesis flocculates to form floccule body, passes through weight Power precipitation is separated from the water out, and water is made to be purified.
(6) water in step (5) is delivered to inclined-tube sedimentation tank and carries out precipitation process, the mixed liquor come out from aerobic tank exists This mud-water separation, sewage supernatant squeeze into level-one quartz filter by pump, enter back into three-level cleaning equipment, make effluent quality Reach the standard of recycling;Activity sludge reflux is to biochemical system after sludge precipitates in sludge storage pool, and upper layer sewage backflow is extremely Comprehensive wastewater collecting-tank, is handled again.
(7) water in step (6) is delivered to reuse pool, to be delivered to workshop reuse, after testing, the sewage handled It is recycled into workshop after reaching national environmental standard.
Embodiment 2:
The present embodiment and embodiment 1 difference lies in:
In step (2), the PAM of the PAC of compound concentration 12% and a concentration of 0.2%;Control wastewater pH is 7.0-7.5, temperature Degree control first presses concentration 30-50g/m at 15-18 DEG C under stirring3It adds in PAC to waste water, stirring is equal to PAC dispersions It is even, by concentration 0.2-0.4g/m3It adds in PAM to waste water, stirring is uniformly dispersed to PAC, staticly settles 1 hour, carries out air supporting Processing 0.7 hour.
It is respectively 2 hours in level-one aerobic tank and two level aerobic tank residence time in step (5), oxygen concentration control in sewage System is in 2.5-2.7mg/L.
Embodiment 3:
The present embodiment and embodiment 1 difference lies in:
In step (2), the PAM of the PAC of compound concentration 15% and a concentration of 0.1%;Control wastewater pH is 8.0-8.5, temperature Degree control first presses concentration 20-40g/m at 17-20 DEG C under stirring3It adds in PAC to waste water, stirring is equal to PAC dispersions It is even, by concentration 0.5-0.6g/m3It adds in PAM to waste water, stirring is uniformly dispersed to PAC, staticly settles 1 hour, carries out air supporting Processing 1 hour.
It is respectively 2.5 hours in level-one aerobic tank and two level aerobic tank residence time in step (5), oxygen concentration in sewage Control is in 2.8-3.0mg/L.
1 water treatment effect of the present invention of table compares
Above-mentioned combination attached drawing is explained in detail embodiments of the present invention, but the present invention is not limited to above-mentioned implementations Mode, one skilled in the relevant art within the scope of knowledge, can also make many variations to it.

Claims (7)

1. a kind of sheepskin processing effluent cycle utilizes processing system, which is characterized in that including comprehensive wastewater collecting-tank (1) and accident Pond (2), the comprehensive wastewater collecting-tank (1) lead to sedimentation basin (3) by sewage pipe and water pump respectively with accident pool (2), precipitate Pond (3) is connect with air floatation machine (4), and the water outlet of air floatation machine (4) is connect by sewage pipe with regulating reservoir (5), and regulating reservoir (5) passes through Sewage pipe and water pump are connect with hydrolysis acidification pool (6);The water outlet of hydrolysis acidification pool (6) leads to aerobic tank (7) by sewage pipe The water outlet of bottom, aerobic tank (7) is connect with inclined-tube sedimentation tank (8), water outlet and the three-level cleaning equipment of inclined-tube sedimentation tank (8) (9) it connects, the water outlet of three-level cleaning equipment (9) is connect with reuse pool (10);The bottom of the inclined-tube sedimentation tank (8) passes through Sludge pipe and dredge pump are connect with hydrolysis acidification pool (6) and sludge storage pool (11) respectively, and the top of sludge storage pool (11) passes through supernatant Liquid pipe leads to comprehensive wastewater collecting-tank (1), and biochemical system (12) is led in the bottom of sludge storage pool (11) by sludge pipe and dredge pump; Air pump (13) leads to the bottom of aerobic tank (7) by air hose.
2. sheepskin processing effluent cycle according to claim 1 utilizes processing system, which is characterized in that the air floatation machine (4) top is equipped with scum board (41), and drug reservoir (14) is connect by nutrition pencil and Teat pipette with air floatation machine (4).
3. sheepskin processing effluent cycle according to claim 1 utilizes processing system, which is characterized in that the aerobic tank (7) include level-one aerobic tank (71) and two level aerobic tank (72).
4. sheepskin processing effluent cycle according to claim 1 utilizes processing system, which is characterized in that the three-level purification Quartz sand is added in first filtering tank in equipment (8), behind two filtering tanks activated carbons are added, form three-stage filtration, handled Sewage reach national environmental standard after recycled into workshop, the filtrate in active carbon filter absorber, bottom can fill It fills out 0.15-0.4 meters high of quartz sand to inhale, as support layer, 20-40mm can be used in the particle of quartz sand, can load on quartz sand For the activated carbon of 1.0-1.5 rice grain shapes as filter layer, filling thickness is 1000-2000mm;
For the three-level cleaning equipment before charging, bottom filtrate quartz sand should carry out the stability test of solution, and it is small to impregnate 24 When and meet claimed below:The incrementss of full solid are no more than 20mg/L, and the increase of oxygen demand is no more than 10mg/L, in alkalinity After being impregnated in medium, the increase of silica is no more than 10mg/L;
Active carbon adsorption filter cylinder body is more than 1000m using hydraulic analogy major diameter design specific surface area2The highly effective active carbon of/g.
5. a kind of sheepskin processing effluent cycle utilizes treatment process, which is characterized in that comprise the following steps:
(1) production waste water is introduced into sedimentation basin, preliminary sedimentation 1 hour;
(2) the top clear water in step (1) is delivered in air floatation machine, PAC and PAM, Xiang Shui is successively added by nutrition pencil In be passed through air, generate micro-bubble, due to adhered to one another between bubble and fine suspension, form suspended matter, utilize bubble Buoyance lift effect, float to the water surface, form foam or dross, to enable the suspended material in water to detach, carry out at air supporting Reason 0.5-1 hour, while with scum board, scraping gentle steep of removing dross and reaching treatment effect;The PAC is aluminium polychloride, and PAM is Polyacrylamide;
(3) air supporting water outlet in step (2) is flowed into regulating reservoir by the pipeline of air floatation machine, is adequately closed with the aqueous fusion of regulating reservoir, Keep the water quality adjustment in sewage balanced;
(4) water in step (3) is delivered to hydrolysis acidification pool, while makes sludge reflux in inclined-tube sedimentation tank to acidification pool In, so that macromolecule organic molecular breakdown in waste water, large biological molecule substance difficult to degrade is converted into small point of easily biological-degradable Sub- substance improves waste water BOD/COD ratios, increases the impact resistance ability of biochemical system and reduces its processing load;
(5) water in step (4) is successively delivered to level-one aerobic tank and two level aerobic tank, it is aerobic in level-one aerobic tank and two level The pond residence time is respectively 1.5-2.5 hours, and being passed through air makes oxygen concentration control in sewage utilize work in 2.5-3.0mg/L Property sludge absorption degradable organic pollutant, aerobic microbiological will have under conditions of oxygen abundance using the metabolism of itself Machine object is decomposed into carbon dioxide and water, degradable organic pollutant, and carries out self-reproduction, maintains the biota of system middle and high concentration Body;
(6) water in step (5) is delivered to inclined-tube sedimentation tank and carries out precipitation process, the mixed liquor come out from aerobic tank is in this mud Water detaches, and sewage supernatant squeezes into level-one quartz filter by pump, enters back into three-level cleaning equipment, effluent quality is made to reach Recycle standard;Activity sludge reflux is to biochemical system, upper layer sewage backflow to synthesis after sludge precipitates in sludge storage pool Wastewater collecting basin is handled again.
(7) water in step (6) is delivered to reuse pool, to be delivered to workshop reuse, after testing, the sewage handled reaches It is recycled into workshop after national environmental standard.
6. sheepskin processing effluent cycle according to claim 5 utilizes treatment process, which is characterized in that the step (2) Concrete operations be:The PAM of the PAC of compound concentration 10-15% and a concentration of 0.1-0.3%;Control wastewater pH is 7.0-8.5, Temperature is controlled at 15-20 DEG C, and concentration 20-50g/m is first pressed under stirring3It adds in PAC to waste water, stirring to PAC disperses Uniformly, by concentration 0.3-0.6g/m3It adds in PAM to waste water, stirring is uniformly dispersed to PAC, staticly settles 1 hour, then carry out Air-flotation process 0.5-1 hours.
7. sheepskin processing effluent cycle according to claim 5 utilizes treatment process, which is characterized in that the step (5) Concrete operations be:Using contained in the organic pollution in waste water, as culture medium, under conditions of having dissolved oxygen, continuously culture is lived Property sludge, recycle its adsorption-condensation and oxygenolysis to purify the organic pollution in waste water, including three phases:
A. absorption phase:Pollutant in sewage with the wadding that in active sludge microorganism contact process, is formed by microorganism Solidifying body absorption and adhesion;
B. oxidation stage:Under aerobic conditions, it is nutrition that microorganism takes in internal organic matter using part by absorption, and synthesis is thin Born of the same parents' substance, another part organic matter are decomposed metabolism, and release energy;
C. the formation of floccule body and coagulative precipitation stage:The thalline of oxidation stage synthesis flocculates to form floccule body, heavy by gravity Shallow lake is separated from the water out, and water is made to be purified.
CN201810380863.4A 2018-04-25 2018-04-25 Sheepskin processes effluent cycle and utilizes processing system and treatment process Pending CN108529821A (en)

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