CN201148389Y - Urea industrial production waste water treatment apparatus - Google Patents

Urea industrial production waste water treatment apparatus Download PDF

Info

Publication number
CN201148389Y
CN201148389Y CNU2008200962181U CN200820096218U CN201148389Y CN 201148389 Y CN201148389 Y CN 201148389Y CN U2008200962181 U CNU2008200962181 U CN U2008200962181U CN 200820096218 U CN200820096218 U CN 200820096218U CN 201148389 Y CN201148389 Y CN 201148389Y
Authority
CN
China
Prior art keywords
sludge
pipe
pump
monitoring
housed
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
CNU2008200962181U
Other languages
Chinese (zh)
Inventor
杨昌力
潘家兴
林柯
唐耀华
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.)
GUIZHOU GREEN ENVIRONMENT PROTECTION EQUIPMENT ENGINEERING Co Ltd
Original Assignee
GUIZHOU GREEN ENVIRONMENT PROTECTION EQUIPMENT ENGINEERING Co Ltd
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 GUIZHOU GREEN ENVIRONMENT PROTECTION EQUIPMENT ENGINEERING Co Ltd filed Critical GUIZHOU GREEN ENVIRONMENT PROTECTION EQUIPMENT ENGINEERING Co Ltd
Priority to CNU2008200962181U priority Critical patent/CN201148389Y/en
Application granted granted Critical
Publication of CN201148389Y publication Critical patent/CN201148389Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

The utility model relates to a wastewater treatment device that is used in the industrial production of urea, and belongs to the wastewater treatment equipment. In the device, a grille groove (2) is connected with a production wastewater intake pipe (1) and a regulating tank (4); a lift pump (10) is connected with the regulating tank and a SBR reactor (12) through a water intake and drain pipe (11); the SBR reactor is connected with a monitoring tank (35) through a drain pipe (18), and connected with a sludge concentrating tank (22) through a dredge pipe (21); the monitoring tank (35) is provided with a standard water drain pipe (34), and connected with the regulating tank (4) through a monitoring pump (36) and a non-standard water backflow pipe (37); the sludge concentrating tank (22) is connected with a sludge reactor (26) through a sludge pumping pipe and a dredge pipe; the sludge reactor (26) is connected with a sludge drying device (28) through the dredge pipe (27) of the reactor; the sludge drying device is connected with the regulating tank (4) through a filtrate backflow pipe (32); and a coagulant aid adding box (31) is connected with the dredge pipe (25) of the sludge pump through a coagulant aid measuring pump (30) and an adding pipe (29). The wastewater treatment device can treat the wastewater of the low-concentration organics and the high-concentration urea to be standard for emission, and is suitable for treating the wastewater in the industrial production of urea.

Description

Urea industry production wastewater treatment device
Technical field:
The utility model relates to sewage treatment equipment, particularly a kind of urea industry production wastewater treatment device.
Background technology:
Existing popular treatment technology is march-past equipment to be set handle urea waste water, and its main technique is A 2/ 0 method.The shortcoming of this technology is:
1) complex process, the reference mark is many;
2) not in the factory effluent of anti-the urea industry organic concentration low, NH 3-N concentration HI high impact load;
3) floor space is big, the one-time investment height.
Summary of the invention:
The purpose of this utility model is to provide a kind of urea industry production wastewater treatment device, utilizes this device can reach purpose with low-concentration organic and high concentration urea wastewater treatment qualified discharge.
Formation of the present utility model: by mechanical grille, equalizing tank, the carbon source jar, lift pump, the sbr reactor device, sludge thickener, the mud lift pump, sewage sludge reactor, sludge drying equipment, the coagulant aids dispensing kit, the monitoring pond, the monitoring pump, accident pool, the accident pump, various on-line monitoring instrument and diving mixer are formed, factory effluent water inlet pipe 1 links to each other with frame trough 2, mechanical grille 3 is housed in frame trough 2, frame trough 2 is communicated with equalizing tank 4, lift pump 10 advances by lift pump, rising pipe 11 links to each other with sbr reactor device 12 tops with equalizing tank 4 respectively, water purifying plant sbr reactor device 12 is installed on the basis 49, air-distributing device 16 is equipped with in sbr reactor device 12 bottoms, link to each other with high pressure positive blower 14 by air feed pipe 15, be equipped with in the sbr reactor device 12 and strain hydrophone 13, go into to guard in the pond 35 by water shoot 18, sludge drainage system 17 in the sbr reactor device 12 is by manual valve 19, electric control valve 20 is inserted in the sludge thickener 22 by shore pipe 21; Hydrocone type measuring apparatus 6 is housed on the carbon source jar 7, and hydrocone type measuring apparatus 6 adds pipe 5 by carbon source and inserts in the frame trough 2;
Accident wastewater inlet pipe 39 links to each other with frame trough 40, and mechanical grille 41 is housed in the frame trough 40, and frame trough 40 links to each other with accident pool 42, and accident pump 43 links to each other with equalizing tank 4 with accident pool 42 by accident pump inlet tube and outlet tube 44; Water discharge spout 34 up to standard is housed in monitoring on the pond 35, monitoring pump 36 respectively with monitoring pond 35, equalizing tank 4 with surmount pipe 46 and link to each other, surmounts pipe 46 connection accident pools 42 by defective water return line 37;
Shore pipe 21 and supernatant liquor return line 33 are housed on the sludge thickener 22, supernatant liquor return line 33 links to each other with filtrate return line 32, mud lift pump 24 is connected with sludge thickener 22 by sludge pump suction pipe 23, be connected with sewage sludge reactor 26 by sludge pump sludge out pipe 25, sewage sludge reactor 26 is connected with sludge drying equipment 28 by reactor sludge out pipe 27, sludge drying equipment 28 is connected with equalizing tank 4 by filtrate return line 32, coagulant aids adds coagulant aids volume pump 30 is housed on the case 31, and coagulant aids volume pump 30 adds pipe 29 by coagulant aids and is connected with sludge pump sludge out pipe 25.
In equalizing tank 4, sbr reactor device 12, monitoring pond 35 and accident pool 42, diving mixer 47 is installed.
On-line monitoring instrument 48 is housed in equalizing tank 4, in monitoring pond 35, NH is installed 3-N and COD on-line monitoring instrument 38 also are equipped with DO, ORP, MLSS on-line monitoring instrument in sbr reactor device 12.
Water outlet electrically-controlled valve 9, the manually operated control valve 8 that connects with flange is housed on lift pump inlet tube and outlet tube 11 and surmounts valve 45, surmount pipe 46 and surmount valve 45 and link to each other, and access accident pool 42.
Compared with the prior art, the utility model arrives emission level up to standard with industrial production wastewater treatments such as synthetic ammonia, urea, ammonium nitrate, Ammonium bicarbonate food grades, particularly a kind of is the purifier of core with the sbr reactor device, can be with low-concentration organic and high concentration urea wastewater treatment qualified discharge, and realized that floor space is few, less investment, instant effect, stable effluent quality, convenient management and automatic operating.
Description of drawings:
Accompanying drawing is the utility model structural representation.
1. factory effluent water inlet pipes, 2. frame trough, 3. mechanical grille among the figure, 4. equalizing tank, 5. carbon source adds pipe, 6. the hydrocone type measuring apparatus, 7. carbon source jar, 8. manually operated control valve, 9. water outlet electrically-controlled valve, 10. lift pump, 11. lift pumps advance, rising pipe, the 12.SBR reactor, 13. strain hydrophone, 14. high pressure positive blowers, 15. air feed pipes, 16. air-distributing device, 17. sludge drainage systems, 18. water shoots, 19. manual valve, 20. electric control valves, 21. shore pipes, 22. sludge thickener, 23. sludge pump suction pipes, 24. mud lift pumps, 25. the sludge pump sludge out pipe, 26. sewage sludge reactors, 27. reactor sludge out pipe, 28. sludge drying equipment, 29. coagulant aidss add pipe, 30. coagulant aids volume pumps, 31. coagulant aids adds case, 32. the filtrate return line, 33. supernatant liquor return lines, 34. water discharge spouts up to standard, 35. monitoring pond, 36. the monitoring pump, 37. defective water return lines, 38.NH 3-N and COD on-line monitoring instrument, 39. accident wastewater inlet pipes, 40. frame troughs, 41. mechanical grilles, 42. accident pools, 43. accident pumps, 44. accident pump inlet tube and outlet tubes, 45. surmount valve, and 46. surmount pipe, 47. diving mixers, 48. on-line monitoring instrument, 49. bases.
Embodiment:
As shown in the figure, 1. water inlet and equalizing tank: factory effluent water inlet pipe 1 links to each other with frame trough 2, and enter wherein, mechanical grille 3 is housed in the frame trough 2, frame trough 2 links to each other with equalizing tank 4 and communicates, and diving mixer 47, lift pump inlet tube and outlet tube 11, filtrate return line 32, defective water return line 37 and on-line monitoring instrument 48 are installed in the equalizing tank 4.2. lifting system: lift pump inlet tube and outlet tube 11 is housed on the lift pump 10 inserts in the sbr reactor devices 12; The water outlet electrically-controlled valve 9 that connects with flange also is housed on the lift pump inlet tube and outlet tube 11, surmounts valve 45 and manually operated control valve 8; Surmount pipe 46 and surmount valve 45 and link to each other, and in the access accident pool 42.3. water purifying plant: 1) water purifying plant sbr reactor device 12 is steel construction or reinforced concrete structure, is installed on the basis 49.2) water inlet system: water inlet pipe 11 is equipped with at sbr reactor device 12 tops.3) air feed system; Air-distributing device 16 is equipped with in sbr reactor device 12 bottoms, links to each other with air feed pipe 15, and air feed pipe 15 links to each other with high pressure positive blower 14.4) water exhaust system; Be equipped with in the sbr reactor device 12 and strain hydrophone 13 and pick out outside the device, link to each other with water shoot 18, water shoot 18 inserts in the monitoring ponds 35.The formation of straining hydrophone can be horizontally disposed with according to automatic control.5) whipping appts; Diving mixer 47 is housed in the sbr reactor device 12.6) sludge drainage system: sludge drainage system 17 is housed in the sbr reactor device 12 picks out outside the device, be connected with manual valve 19, electric control valve 20 usefulness ring flanges, electric control valve 20 links to each other with shore pipe 21, and shore pipe 21 inserts in the sludge thickener 22.7) on-line monitoring instrument: on-line monitoring instrument such as DO, ORP, MLSS also are installed in the sbr reactor device 12, can be horizontally disposed with according to automatic control.
4. nutrition source replenishes: hydrocone type measuring apparatus 6 is housed, also available volume pump class on the carbon source jar 7; Hydrocone type measuring apparatus 6 adds pipe 5 with carbon source and links to each other, and carbon source adds pipe 5 and inserts in the frame trough 2.
5. emergency system: accident wastewater inlet pipe 39 links to each other with frame trough 40, and enters in the groove; Mechanical grille 41 is housed in the frame trough 40; Frame trough 40 links to each other with accident pool 42, and communicates; Diving mixer 47 and accident pump inlet tube and outlet tube 44 are housed in the accident pool 42; Accident pump 43 links to each other with accident pump inlet tube and outlet tube 44; Accident pump inlet tube and outlet tube 44 inserts in the equalizing tank 4.
6. monitor system: monitoring is equipped with diving mixer 47, NH in the pond 35 3-N and COD on-line monitoring instrument 38, water discharge spout up to standard 34 picks out from guarding pond 35, defective water return line 37 is housed in the monitoring pond 35 links to each other with monitoring pump 36, and defective water return line 37 taps in the equalizing tank 4, and manages 46 and link to each other with surmounting.
7. sludge treating system: shore pipe 21 is housed on the sludge thickener 22, supernatant liquor return line 33, supernatant liquor return line 33 is connected with filtrate return line 32, sludge pump suction pipe 23 also is housed in the sludge thickener 22, sludge pump suction pipe 23 is connected with mud lift pump 24 suction inlets, 24 outlets of mud lift pump are equipped with sludge pump sludge out pipe 25 and are tapped in the sewage sludge reactor 26,26 times termination reactors of sewage sludge reactor sludge out pipe 27, reactor sludge out pipe 27 taps in the sludge drying equipment 28, the form of sludge drying equipment can be selected as required, in sludge drying equipment 28, pick out filtrate return line 32, and insert in the equalizing tank 4; Coagulant aids adds coagulant aids volume pump 30 is housed on the case 31, and 30 outlets of coagulant aids volume pump are equipped with coagulant aids and are added pipe 29, and coagulant aids adds pipe 29 and is connected with sludge pump sludge out pipe 25.
Principle of work:
The urea industry factory effluent enters frame trough 2 from water inlet pipe 1, flow through mechanical grille 3, the bulk of damming suspended substance, in order to avoid obstruction follow-up equipment, cross grid water and flow into equalizing tank 4 regulating pondages, homogenizing water quality, guarantee the follow-up equipment load evenly, lift pump 10 is pressed the operation of SBR water inlet cycle request, equalizing tank water is sent into sbr reactor device 12, and the sbr reactor device is through water inlet, aeration, precipitation, strain water and operation such as idle is finished a processing cycle successively, enter monitoring pond 35 by the treating water that hydrophone discharges of straining in the sbr reactor device 12, on-line monitoring instrument 38 such as COD are joined by institute in the monitoring pond, under its monitoring, the qualified water discharging, and finish whole water treatment technological process.
Nutrition source replenishes and stirs; Because biochemical processing process requires C/N 〉=3 that biochemical condition preferably o'clock is just arranged, and the ratio of C and N does not often reach requirement in the Ammonia Production waste water, so must add the strong carbon source of biochemical to equalizing tank in good time, carbon source is added in the equalizing tank 4 through hydrocone type measuring apparatus 6 by carbon source jar 7.In equalizing tank 4, be provided with diving mixer 47 and stir in good time, and guarantee that mud does not sink to the bottom and plays suitable biochemistry and gives reactivity.
Air feed system: when sbr reactor device 12 needed air feed, wind regime was sent into sbr reactor device 12 interior air-distributing devices 16 by high pressure positive blower 14 and is carried out aeration.
Outlet system: when sbr reactor device 12 arrives drainage procedure, strain water, supernatant liquor is sent into monitoring pond 35, when 38 monitorings of on-line monitoring instrument are qualified, discharge from water discharge spout 34 up to standard by straining hydrophone 13 execution.
Spoil disposal: when sbr reactor device 12 needs spoil disposal, open electric control valve 20, the mud in the sbr reactor device 12 is collected to enter in the sludge thickener 22 through sludge drainage system 17 and is concentrated.
The accident safeguards system; Accident waste water generally has following three classes: 1) first rainwater, fire-fighting accident water and equipment breakdown or maintenance waste water, these waste water complicated components, concentration height, flow into frame trough 40 by accident wastewater inlet pipe 39, after mechanical grille 41 blocks the bulk suspended substance, flow into accident pool 42, send into equalizing tank 4 through accident pump 43 by the acceptable meteor of water purifying plant again and participate in handling.For homogenizing water quality prevents precipitation, diving mixer 47 is housed in the accident pool 42.2) the disproportionate waste water of urea: NH in equalizing tank 3When-N does not become biochemical ratio with COD, promote, send into accident pool 42 through surmounting valve 45 and surmounting pipe 46 with lift pump 10.3) the defective water of sbr reactor device: when occurring not water up to standard in the monitoring pond 35, send equalizing tank 4 back to or accident pool 42 participates in processing again with monitoring pump 36.
Sludge treating system: after mud concentrates in sludge thickener 22, supernatant liquor flows back to equalizing tank 4, mud promotes with mud lift pump 24, send in the pressure type sewage sludge reactor 26 and add the coagulant aids reaction that case 31, coagulant aids volume pump 30 are sent here from coagulant aids, reaction mud is pressed into sludge drying equipment 28, dried mud transports, and equalizing tank 4 is sent in water outlet back to.
Automatically control: the automatic control of sbr reactor device: the sbr reactor device is the interval type biochemical processing process, and its reaction can be divided into into water, aeration, precipitate, strain water finished with idle five stages, and its operation is mainly controlled automatically with PLC by various instrument monitorings and finished.
Fill phase; After it's the idle stage has been past sbr reactor device 12, enter the next processing cycle, then instruct lift pump 10 to last to 12 water inlets of sbr reactor device, to the time pump trip by water inlet.
Aeration phase: instruction frequency conversion high pressure positive blower 14 lasts air feed by aeration after water inlet; shut down to the time; its wind supply quantity instructs fan frequency conversion by control instruments DO on-line monitoring instrument test oxygen in water; adjust wind supply quantity; other has ORP on-line monitoring instrument to judge the redox ability of aerobic stage; be the processing power of SBR, adjust aeration period with this.
Precipitate phase: this stage is not opened any equipment, lasts by precipitation and carries out.
Bleeding stage: after precipitation finished, instruction was strained hydrophone 13 and is lasted to carry out by draining and strain water, strained hydrophone and can adopt product commonly used at present, and drain discharge and draining last but must regulate automatically.
The idle stage: last by idle, open the diving mixer 47 that is installed in the sbr reactor device 12 automatically, carry out anoxic, anaerobic reaction, after finishing fully in the idle stage, equipment enters the circulation of lower whorl treatment process.
Spoil disposal: MLSS on-line monitoring instrument is housed in the sbr reactor device 12, sludge concentration in the monitoring reaction device, when MLSS>8000mg/L, mud valve 20 spoil disposals are opened in instruction automatically.Sludge volume MLSS index monitoring is in accordance with regulations determined.
Monitoring pond automatic control: the water outlet of sbr reactor device 12 enters monitoring pond 35, NH in the pond 3When-N and COD on-line monitoring instrument monitoring pool water were defective, instruction monitoring pump 36 was opened automatically, defective water was returned equalizing tank 4 or accident pool 42 participates in handling again, in guarding pump 36, come the hydration lattice till.
Equalizing tank water quality control: PH, COD, NH are housed in the equalizing tank 4 3On-line monitoring such as-N and liquid level sensor instrument 48, come every water quality in the monitoring pool, when pond water monitoring index does not meet SBR12 and handles index, the instruction water outlet electrically-controlled valve 9 that switches off the pump then, open lift pump 10 and surmount valve 45, it is pending that this water is sent into accident pool 42.
Other system: other system as carbon source add, mechanical grille, diving mixer, accident pump, sterilization and the sludge treating system automatic program all can adopting.

Claims (4)

1. urea industry production wastewater treatment device, by mechanical grille, equalizing tank, the carbon source jar, lift pump, the sbr reactor device, sludge thickener, the mud lift pump, sewage sludge reactor, sludge drying equipment, the coagulant aids dispensing kit, the monitoring pond, the monitoring pump, accident pool, the accident pump, various on-line monitoring instrument and diving mixer are formed, it is characterized in that: factory effluent water inlet pipe (1) links to each other with frame trough (2), mechanical grille (3) is housed in frame trough (2), frame trough (2) is communicated with equalizing tank (4), lift pump (10) advances by lift pump, rising pipe (11) links to each other with sbr reactor device (12) top with equalizing tank (4) respectively, water purifying plant sbr reactor device (12) is installed on the basis (49), air-distributing device (16) is equipped with in sbr reactor device (12) bottom, link to each other with high pressure positive blower (14) by air feed pipe (15), be equipped with in the sbr reactor device (12) and strain hydrophone (13), insert in the monitoring pond (35) by water shoot (18), sludge drainage system (17) in the sbr reactor device (12) is by manual valve (19), electric control valve (20) is inserted in the sludge thickener (22) by shore pipe (21); Hydrocone type measuring apparatus (6) is housed on the carbon source jar (7), and hydrocone type measuring apparatus (6) adds pipe (5) by carbon source and inserts in the frame trough (2);
Accident wastewater inlet pipe (39) links to each other with frame trough (40), mechanical grille (41) is housed in the frame trough (40), frame trough (40) links to each other with accident pool (42), and accident pump (43) links to each other with equalizing tank (4) with accident pool (42) by accident pump inlet tube and outlet tube (44); In monitoring pond (35) water discharge spout up to standard (34) is housed, monitoring pump (36) respectively with monitoring pond (35), equalizing tank (4) with surmount pipe (46) and link to each other, surmounts pipe (46) connection accident pool (42) by defective water return line (37);
Shore pipe (21) and supernatant liquor return line (33) are housed on the sludge thickener (22), supernatant liquor return line (33) links to each other with filtrate return line (32), mud lift pump (24) is connected with sludge thickener (22) by sludge pump suction pipe (23), be connected with sewage sludge reactor (26) by sludge pump sludge out pipe (25), sewage sludge reactor (26) is connected with sludge drying equipment (28) by reactor sludge out pipe (27), sludge drying equipment (28) is connected with equalizing tank (4) by filtrate return line (32), coagulant aids adds coagulant aids volume pump (30) is housed on the case (31), and coagulant aids volume pump (30) adds pipe (29) by coagulant aids and is connected with sludge pump sludge out pipe (25).
2. urea industry production wastewater treatment device according to claim 1 is characterized in that: in equalizing tank (4), sbr reactor device (12), monitoring pond (35) and accident pool (42) diving mixer (47) is installed.
3. urea industry production wastewater treatment device according to claim 1 is characterized in that: on-line monitoring instrument (48) is housed in equalizing tank (4), NH is installed in monitoring pond (35) 3-N and COD on-line monitoring instrument (38) also are equipped with DO, ORP, MLSS on-line monitoring instrument in sbr reactor device (12).
4. urea industry production wastewater treatment device according to claim 1, it is characterized in that: water outlet electrically-controlled valve (9), the manually operated control valve (8) that connects with flange is housed on lift pump inlet tube and outlet tube (11) and surmounts valve (45), surmount pipe (46) and surmount valve (45) and link to each other, and insert accident pool (42).
CNU2008200962181U 2008-01-15 2008-01-15 Urea industrial production waste water treatment apparatus Expired - Fee Related CN201148389Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008200962181U CN201148389Y (en) 2008-01-15 2008-01-15 Urea industrial production waste water treatment apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008200962181U CN201148389Y (en) 2008-01-15 2008-01-15 Urea industrial production waste water treatment apparatus

Publications (1)

Publication Number Publication Date
CN201148389Y true CN201148389Y (en) 2008-11-12

Family

ID=40116156

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008200962181U Expired - Fee Related CN201148389Y (en) 2008-01-15 2008-01-15 Urea industrial production waste water treatment apparatus

Country Status (1)

Country Link
CN (1) CN201148389Y (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102557359A (en) * 2012-03-01 2012-07-11 贵州绿色环保设备工程有限责任公司 Device for treating wastewater during production of pentaerythritol
CN106348524A (en) * 2016-08-30 2017-01-25 芜湖华海生物工程有限公司 Treatment process for high-concentration allantoin production wastewater
CN108862927A (en) * 2018-07-26 2018-11-23 江苏开放大学(江苏城市职业学院) A kind of printing and dyeing wastewater processing equipment and its application

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102557359A (en) * 2012-03-01 2012-07-11 贵州绿色环保设备工程有限责任公司 Device for treating wastewater during production of pentaerythritol
CN106348524A (en) * 2016-08-30 2017-01-25 芜湖华海生物工程有限公司 Treatment process for high-concentration allantoin production wastewater
CN108862927A (en) * 2018-07-26 2018-11-23 江苏开放大学(江苏城市职业学院) A kind of printing and dyeing wastewater processing equipment and its application

Similar Documents

Publication Publication Date Title
CN105776775B (en) A kind of group technology of landfill leachate treatment
CN104710078B (en) Underground integrated domestic sewage treatment device and method
CN102557359B (en) Device for treating wastewater during production of pentaerythritol
CN108996840B (en) Sewage treatment equipment and method for strengthening combination of biological denitrification and flat ceramic membrane
CN202089870U (en) Biological treatment device for hydroxyethyl cellulose industrial waste water
CN210595439U (en) System for effect is carried in consumption reduction suitable for biological denitrogenation of oxidation ditch
CN201148388Y (en) Methanol production waste water treatment apparatus
CN108947128A (en) Urea industrial production waste water treatment apparatus
CN201240961Y (en) Apparatus for processing PVC waste water by catalytic oxidation
CN108623102A (en) A kind of combined type SBR-MBR-Fenton Pig raising wastewater processing methods
CN201148389Y (en) Urea industrial production waste water treatment apparatus
CN101717168B (en) Method for treating wastewater in glycol production
CN102390905B (en) Advanced treatment device and method of micropolluted organic sewage
CN201395543Y (en) Aeration and sedimentation type sewage treatment system
CN106565054A (en) Village and town wastewater advanced treatment integrated device and method
CN104609648B (en) Sewage treatment device for chemical industry park and sewage treatment method thereof
CN208964731U (en) A kind of Treated sewage reusing device
CN101798159A (en) Textile printing and dyeing wastewater treatment device and technology
CN112299655A (en) Novel treatment process for aged landfill leachate
CN206051797U (en) A kind of villages and small towns advanced treatment of wastewater integrated apparatus
CN221344276U (en) Laboratory wastewater treatment system
CN209052444U (en) A kind of micro-power biological reaction sewage treatment unit
CN209428349U (en) Flush-with-ground type sewage treating device
CN212770350U (en) Integrated sewage comprehensive treatment device for industrial park
CN216073478U (en) Landfill leachate emergency treatment system

Legal Events

Date Code Title Description
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: 20081112

Termination date: 20130115