CN104086048B - A kind of steel industry nitrogenous effluent treatment method - Google Patents

A kind of steel industry nitrogenous effluent treatment method Download PDF

Info

Publication number
CN104086048B
CN104086048B CN201410354961.2A CN201410354961A CN104086048B CN 104086048 B CN104086048 B CN 104086048B CN 201410354961 A CN201410354961 A CN 201410354961A CN 104086048 B CN104086048 B CN 104086048B
Authority
CN
China
Prior art keywords
cmbr
nitrogenous effluent
reaction tank
reaction
carbon source
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.)
Active
Application number
CN201410354961.2A
Other languages
Chinese (zh)
Other versions
CN104086048A (en
Inventor
张鸣球
黄祁
杨明富
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.)
JIANGSU BESITE WATER SCIENCE AND TECHNOLOGY Co Ltd
Original Assignee
JIANGSU BESITE WATER SCIENCE AND TECHNOLOGY 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 JIANGSU BESITE WATER SCIENCE AND TECHNOLOGY Co Ltd filed Critical JIANGSU BESITE WATER SCIENCE AND TECHNOLOGY Co Ltd
Priority to CN201410354961.2A priority Critical patent/CN104086048B/en
Publication of CN104086048A publication Critical patent/CN104086048A/en
Application granted granted Critical
Publication of CN104086048B publication Critical patent/CN104086048B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Separation Using Semi-Permeable Membranes (AREA)

Abstract

Disclosure one steel industry nitrogenous effluent treatment method, including CMBR technology, specifically comprises the following steps that nitrogenous effluent is introduced in CMBR reaction tank by regulating reservoir by (1), adds carbon source and potassium dihydrogen phosphate, keeps dissolved oxygen at 0.2-0.5mg/L;(2) step 1 being reacted the mixed liquor after 16h introduce in activated sludge seperator, by the mud after separating or enter sludge storage pool, or introduce CMBR reaction tank and continue reaction, clear liquid discharging stores to clear water reserviors, determines reuse amount and discharge capacity according to practical situation;The present invention collect anoxia, aerobic, precipitate, concentrate, be located away from one, greatly reduce floor space, shorten technological process, film permeate water stabilization, reach the one-level requirement of " steel and iron industry water emission standard ".

Description

A kind of steel industry nitrogenous effluent treatment method
Technical field
The present invention relates to Industrial Waste Water Treatments field, particularly a kind of steel industry nitrogenous effluent treatment method.
Background technology
When steel industry produces, using substantial amounts of nitric acid, these nitric acid overwhelming majority can be converted into nitrate, then drains into Waste Water Treatment, exceeds standard thus result in waste water total nitrogen.
The method of this kind of waste water of existing process adopts " anoxia+aerobic+precipitation " method, specifically under anoxic conditions, add carbon source, microcosmic salt as nutrient, utilize the biodegradation of denitrifying bacteria, remove the nitrate nitrogen in waste water, anoxic pond water outlet enters Aerobic Pond, removes residue carbon source by aerobic microbiological, and then outputted aerobic water entrance sedimentation tank carries out mud-water separation, supernatant qualified discharge, base sludge enters concentration basin and improves solid content, then carries out mechanical dehydration, and mud cake outward transport is disposed;It was verified that this method has the disadvantage in that (1) sludge loading is low, floor space is big, it is necessary to builds and organizes anoxic pond, Aerobic Pond, sedimentation tank, concentration basin more;(2) microorganism is easily along with water outlet is run off, and treatment effect is unstable.Waste water is when different cell body flowing, and water outlet can carry a large amount of microorganism secretly, and the microbial biomass of single cell body declines, thus affecting the removal of Pollutants in Wastewater;(3) sedimentation tank mud-water separation weak effect.The concentration of activated sludge and water very close to, adopt the method for gravitational settling to be beneficial to isolating active mud and water, thus affecting effluent quality;(3) utilization of carbon source rate is not high.Traditional handicraft is easily excessive when adding carbon source, it is necessary to adopt aerobic process guarantee water outlet COD stably reaching standard;(4) complex treatment process, automaticity is low, and operation maintenance difficulty is bigger.
Self-cleaning concentration membrane bioreaction technology (CMBR), it is that one utilizes membrane separation technique and circulating carrier biomembrance process (biochemical technology) that overclocking is vibrated on-line cleaning and the wastewater efficient treatment technology of highdensity plywood biodegradation technique combination, can be widely applied to life, Industrial Wastewater Treatment, it is applied in steel industry waste water the denitrogenation processing of nitrate, has not yet to see report.
Summary of the invention
For the problems referred to above, it is provided that a kind of steel industry nitrogenous effluent treatment method, by microbial treatments, controlling within 15mg/L by the nitrate nitrogen in waste water, improve stability and the efficiency of wastewater treatment, the present invention is achieved in that
A kind of steel industry nitrogenous effluent treatment method, including CMBR technology, it is characterised in that comprise the following steps:
(1) nitrogenous effluent is introduced reaction 0.5 ~ 16h in CMBR reaction tank by regulating reservoir, add carbon source and potassium dihydrogen phosphate, keep dissolved oxygen at 0.2-0.5mg/L;
(2) being introduced in sludge separator by reacted for step 1 mixed liquor, as required, by the mud after separating or enter sludge storage pool, or introduce CMBR reaction tank and continue reaction, clear liquid discharging stores to clear water reserviors, determines reuse amount and discharge capacity according to practical situation.
Preferably, the present invention adds in step 1 in step 1 carbon source and potassium dihydrogen phosphate, make carbon in nitrogenous effluent, nitrogen, phosphorus mass ratio be 100:(25 ∽ 5): (5 ~ 1).
Preferably, carbon source described in step 1 of the present invention is methanol.
Preferably, sludge separator described in step 2 step 2 of the present invention is vibration-type membrane seperator, uses PVDF/PTFE organic membrane, membrane aperture 10 ~ 100nm, operating pressure 3-5bar, frequency of vibration 50HZ, Oscillation Amplitude 12-17mm.
Different from existing steel mill cold rolling wastewater denitrification treatment process, the present invention adopts the technology that CMBR biological denitrificaion combines with activated sludge seperator, collection anoxia, aerobic, precipitate, concentrate, be located away from integrally, greatly reduce floor space, shorten technological process;CMBR reaction tank, when additional carbon, by the biodegradation of activated sludge, removes the total nitrogen in water;Activated sludge seperator carries out feed separation work by organic ultrafilter membrane, all of microorganism and float are all without through film, thus not resulting in the loss of microorganism, be conducive to improving reaction tank Biomass, diaphragm can reciprocal dither by special machine device, there is removal precision high, disposal ability is big, automatically clean, the advantage of Automatic Control, can accurately control carbon source dosage, do not remain carbon source to produce, the sludge concentration of biological reaction pool is up to more than 15g/L (other techniques are generally 3 ~ 5g/L) film permeate water stabilization, reach " steel and iron industry water emission standard " (GB13456-2012) requirement;The present invention adopts sludge separator to eliminate traditional sedimentation tank and concentration basin, it is possible to make system simplify, and saves space and operation, reduces investment and operating cost.
Accompanying drawing explanation
Fig. 1 is embodiment of the present invention process flow diagram.
Detailed description of the invention
Below by concrete example, technical scheme is described further.
Embodiment 1 adopts the method for the present invention to process the high concentration nitrogen-containing waste water that cold rolling workshop section of certain steel mill discharges.
(1) waste water cold rolling for certain steel mill workshop section discharged introduces regulating reservoir, and in measurement water, total average nitrogen concentration 600mg/L, COD mean concentration 40mg/L, PH are between 6 ~ 9.
(2) being introduced by nitrogenous effluent in CMBR reaction tank, it is 1600mg/L that methanol adds concentration, and potassium dihydrogen phosphate adds concentration 24mg/L;Denitrification rates 0.06kgNO3-N (kgMLSS d);Sludge loading 15g/L;Set diving mixer in pond and carry out mix and blend, the 16h hour time of staying;
(3) being introduced in sludge separator by the mixed liquor that CMBR reaction tank is discharged, in the present embodiment, activated sludge seperator is vibration-type membrane seperator, uses PVDF/PTFE organic membrane, membrane aperture 50nm, membrane flux 200L/ (m2H), operating pressure 3-5bar, frequency of vibration 50HZ, Oscillation Amplitude 13mm.
In concrete operations, in nitrogenous effluent introducing CMBR reaction tank, the time of reaction is set as between 0.5-16h according to concrete condition;Vibration-type membrane seperator PVDF/PTFE organic membrane aperture can select in the scope of 10 ~ 100nm, and Oscillation Amplitude is in the scope of 12-17mm.
Sludge storage pool after separating is entered sludge storage pool, clear liquid discharging stores to clear water reserviors, reuse amount and discharge capacity is determined according to practical situation, the total average nitrogen concentration of activated sludge seperator water outlet is 8mg/L, COD mean concentration is 16mg, and water outlet meets the standard of " steel and iron industry water emission standard " (GB13456-2012) defined.
Embodiment described above only have expressed embodiments of the present invention, and it describes comparatively concrete and detailed, but therefore can not be interpreted as the restriction to the scope of the claims of the present invention.It should be pointed out that, to those skilled in the art, without departing from the inventive concept of the premise, it is also possible to make some improvement, these improvement broadly fall into protection scope of the present invention.

Claims (1)

1. a steel industry nitrogenous effluent treatment method, including CMBR technology, it is characterised in that comprise the following steps:
(1) nitrogenous effluent is introduced reaction 0.5 ~ 16h in CMBR reaction tank by regulating reservoir, adds carbon source and potassium dihydrogen phosphate, make carbon in nitrogenous effluent, nitrogen, phosphorus mass ratio be 100:25-5:5-1, keep dissolved oxygen at 0.2-0.5mg/L;
(2) being introduced in sludge separator by reacted for step 1 mixed liquor, as required, by the mud after separating or enter sludge storage pool, or introduce CMBR reaction tank and continue reaction, clear liquid discharging stores to clear water reserviors, determines reuse amount and discharge capacity according to practical situation;
Described sludge separator is vibration-type membrane seperator, uses PVDF/PTFE organic membrane, membrane aperture 10-100nm, operating pressure 3-5bar, frequency of vibration 50HZ, Oscillation Amplitude 12-17mm;
Described carbon source is methanol.
CN201410354961.2A 2014-07-24 2014-07-24 A kind of steel industry nitrogenous effluent treatment method Active CN104086048B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410354961.2A CN104086048B (en) 2014-07-24 2014-07-24 A kind of steel industry nitrogenous effluent treatment method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410354961.2A CN104086048B (en) 2014-07-24 2014-07-24 A kind of steel industry nitrogenous effluent treatment method

Publications (2)

Publication Number Publication Date
CN104086048A CN104086048A (en) 2014-10-08
CN104086048B true CN104086048B (en) 2016-07-06

Family

ID=51633845

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410354961.2A Active CN104086048B (en) 2014-07-24 2014-07-24 A kind of steel industry nitrogenous effluent treatment method

Country Status (1)

Country Link
CN (1) CN104086048B (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006167549A (en) * 2004-12-14 2006-06-29 Kurita Water Ind Ltd Apparatus and method for treating waste water containing nitrogen compound and inorganic ion
CN201276438Y (en) * 2008-10-10 2009-07-22 樊利华 Intelligent ultrasonic vibration membrane biological reaction sewage treatment and reclaimed water recycling apparatu
CN102139990A (en) * 2011-01-21 2011-08-03 樊利华 Ultrasonic combined waste water treatment process and system of refuse leachate
CN102276122A (en) * 2011-07-27 2011-12-14 北京京诚科林环保科技有限公司 Denitrification process of stainless steel cold rolling mixed acid wastewater
CN103708675A (en) * 2013-12-13 2014-04-09 广东省环境科学研究院 Landfill leachate treatment method based on high-frequency vibration membrane
CN103833174A (en) * 2014-03-28 2014-06-04 文登市西郊热电有限公司 Device and method for treating high-concentration ammonia nitrogen wastewater

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4679413B2 (en) * 2006-03-31 2011-04-27 東洋エンジニアリング株式会社 High temperature treatment method for hydrocarbon or oxygenated compound production plant wastewater

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006167549A (en) * 2004-12-14 2006-06-29 Kurita Water Ind Ltd Apparatus and method for treating waste water containing nitrogen compound and inorganic ion
CN201276438Y (en) * 2008-10-10 2009-07-22 樊利华 Intelligent ultrasonic vibration membrane biological reaction sewage treatment and reclaimed water recycling apparatu
CN102139990A (en) * 2011-01-21 2011-08-03 樊利华 Ultrasonic combined waste water treatment process and system of refuse leachate
CN102276122A (en) * 2011-07-27 2011-12-14 北京京诚科林环保科技有限公司 Denitrification process of stainless steel cold rolling mixed acid wastewater
CN103708675A (en) * 2013-12-13 2014-04-09 广东省环境科学研究院 Landfill leachate treatment method based on high-frequency vibration membrane
CN103833174A (en) * 2014-03-28 2014-06-04 文登市西郊热电有限公司 Device and method for treating high-concentration ammonia nitrogen wastewater

Also Published As

Publication number Publication date
CN104086048A (en) 2014-10-08

Similar Documents

Publication Publication Date Title
CN103819049B (en) A kind of sewage water treatment method and system
KR100906742B1 (en) Treatment method and the apparatus including ultasonic-electrolysis-precipitator and complexed upper filter isolator for domestic sewage or wasted water
CN102603128A (en) Method for advanced treatment and recycling of landfill leachate
CN102351386B (en) Potato type ethanol wastewater treatment method and system
CN105800871A (en) Method for treating refuse leachate membrane-concentrated liquid by using ozone advanced oxidation
CN202089870U (en) Biological treatment device for hydroxyethyl cellulose industrial waste water
CN102107988A (en) Phenol-amine wastewater treatment and recycling method and device
CN104370418A (en) Treatment method of chemical sewage
CN101643294A (en) Method for treating coking wastewater
CN102583895A (en) High-ammonia-nitrogen wastewater treatment method
CN201908019U (en) Coking wastewater treatment system
CN205347102U (en) Degree of depth processing system of direct liquefaction of coal sewage
CN101343129B (en) Pretreatment technique for decolorization of wastewater at middle plate of paper-making pulping
CN112209577A (en) Kitchen wastewater treatment method
KR101278475B1 (en) Sludge Treatment Facility Combining Swirl Flow Type Inorganic Sludge Selective Discharge Device and Bioreactor
CN112209578A (en) Kitchen wastewater treatment system
CN106865888B (en) A method of removing refinery(waste) water total nitrogen
CN104086048B (en) A kind of steel industry nitrogenous effluent treatment method
CN202594915U (en) Device for treating high-ammonia nitrogen wastewater
CN111252994A (en) Domestic fungus wastewater treatment method
CN111547954B (en) Coal chemical wastewater treatment system
CN211999346U (en) Emulsion wastewater treatment system
KR20010007939A (en) Advanced Treatment Process of Domestic Wastewater by Biological and Chemical
CN102115295B (en) Electroplating waste water high-efficiency combined biochemical treatment technique
CN112408707A (en) Medical intermediate wastewater treatment process

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C53 Correction of patent for invention or patent application
CB03 Change of inventor or designer information

Inventor after: Zhang Mingqiu

Inventor after: Huang Qi

Inventor after: Yang Mingfu

Inventor before: Huang Qi

Inventor before: Yang Mingfu

Inventor before: Zhang Mingqiu

COR Change of bibliographic data

Free format text: CORRECT: INVENTOR; FROM: HUANG QI YANG MINGFU ZHANG MINGQIU TO: ZHANG MINGQIU HUANG QI YANG MINGFU

C14 Grant of patent or utility model
GR01 Patent grant