CN103232102A - Method for accelerating solid-liquid separation of nanometer particle suspension - Google Patents

Method for accelerating solid-liquid separation of nanometer particle suspension Download PDF

Info

Publication number
CN103232102A
CN103232102A CN2013101675688A CN201310167568A CN103232102A CN 103232102 A CN103232102 A CN 103232102A CN 2013101675688 A CN2013101675688 A CN 2013101675688A CN 201310167568 A CN201310167568 A CN 201310167568A CN 103232102 A CN103232102 A CN 103232102A
Authority
CN
China
Prior art keywords
nano
pam
liquid separation
nanometer particle
solid
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.)
Pending
Application number
CN2013101675688A
Other languages
Chinese (zh)
Inventor
张伟贤
李少林
雷轰
夏薇
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.)
Tongji University
Original Assignee
Tongji University
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 Tongji University filed Critical Tongji University
Priority to CN2013101675688A priority Critical patent/CN103232102A/en
Publication of CN103232102A publication Critical patent/CN103232102A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

The invention relates to a method for accelerating the solid-liquid separation of a nanometer particle suspension, and belongs to the technical field of wastewater treatment. The invention provides the method for accelerating the solid-liquid separation of the nanometer particle suspension for solving the problems that the nanometer particle after a nanometer material is applied to treating wastewater is difficult to settle and therefore the quality of treated water is influenced. An organic polymer flocculant polyacrylamide (PAM with the molecular formula C3xH5xNxOx) is fed into the nanometer particle suspension; under the actions of adsorption bridging, weep flocculation and the like of the PAM, the nanometer particle and the PAM are subjected to mixing and flocculation steps to form a floc which is large in particle size and easy to settle so as to accelerate the settlement of the nanometer particle; solid-liquid separation is achieved under the action of gravity; nanometer particle residue amount in supernatant fluid is reduced; the turbidity of the treated water is significantly reduced; and the quality of the treated water is ensured. The separation method provided by the invention is simple in operation, low in cost, and suitable for the solid-liquid separation of the nanometer particle containing suspension, such as the suspension generated when the nanometer material is applied to treating water pollution.

Description

A kind of method of accelerating the nano granule suspension solid-liquid separation
Technical field
The present invention relates to a kind of method of accelerating the nano granule suspension solid-liquid separation, belong to technical field of waste water processing, be specially and add organic polymer coargulator PAM acceleration nano granule suspension solid-liquid separation, improve the method that nano material is handled effluent quality.
Background technology
Nano material is one of the most potential material in this century, owing to pollutant removal such as heavy metal, Organohalogen compounds in the water is had unusual effect, has been widely used in fields such as waste water control in the environment, municipal solid wastes processing, purifying air in recent years.Yet the nano material potential hazard is also paid close attention to by people gradually, has become a research focus as its bio-toxicity.In view of the potential risk that bio-toxicity and the widespread use of nano material causes, nano particle must be removed in the water body, to eliminate its potential risk.
Because nano particle diameter is little, dispersity is high, strong pedesis makes it can overcome action of gravity in water body and does not sink, and keeps dispersion system to be in equilibrium state, causes nano granule suspension to be difficult to take place solid-liquid separation.This characteristic is seriously restricting the application of nano material in wastewater treatment.For example, shown in intermittent type nano material reactor (as patent CN 102849849 and patent CN 102583689), for nano particle is separated with processed waste water, guarantee effluent quality, need to prolong hydraulic detention time (HRT) and increase the pond bulk area, cause equipment/device sewage treatment capacity to reduce and the capital cost increase; Shown in continous way nano material reactor (as patent CN 102897889), this characteristic also can limit the hydraulic surface loading of settling apparatus, causes sewage treatment capacity to be subjected to very big restriction.More seriously, water outlet is because containing the nano particle suspended substance, and it is up to standard to cause water quality to be difficult to.
In the current technical field of waste water processing, the method and the technology that are used for the suspension solid-liquid separation are of a great variety.But be used at present there are many deficiencies in method and the technology of nano granule suspension solid-liquid separation, introduced " a kind of nano zero valence iron-electromagnetic system is removed method and the device thereof of heavy metal in the electroplating wastewater " such as Chinese invention patent CN 102583689 A, produce magnetic field force by the bottom of device electro-magnet and separate magnetic nanoparticle, the a large amount of magnetic Nano materials in reaction back are converted into non magnetic nano material, and this system can't be with non magnetic nano particle such as Fe x(OH) yFlco separates from processed waste water fully, and water outlet causes effluent quality to exceed standard because containing the higher concentration non-magnetic particle.In addition, this equipment manufacturing cost height, big, the complex structure of current consumption cause cost of sewage disposal and equipment operation maintenance cost too high.Be to reduce nano particle residual quantity in the supernatant liquor, guarantee that effluent quality is up to standard, reduce cost of sewage disposal, be necessary to seek a kind of not only economy but also can realize method and the technology of nano granule suspension solid-liquid separation fast.
Summary of the invention
The present invention mainly is in order to solve nano material is difficult to sedimentation and influences effluent quality in wastewater treatment problem, and overcomes existing patent to the low inferior deficiency of nonmagnetic substance separation efficiency, and a kind of method of accelerating the nano granule suspension solid-liquid separation is provided.By in nano granule suspension, adding organic polymer coargulator PAM, catch under the volume effect of sweeping etc. at its adsorption bridging, net, through mixing, flocculation stage, PAM and big, the free settling flco of nano particle formation particle diameter accelerate the nano particle sedimentation, promote the nano granule suspension solid-liquid separation, and efficient net is caught remaining nano particle in the removal water, reduce supernatant liquor suspended substance residual quantity, significantly reduce delivery turbidity, guarantee effluent quality.
The method of the acceleration nano granule suspension solid-liquid separation that the present invention proposes, concrete steps are as follows:
Utilizing volume pump to add new preparation mass concentration in the nano granule suspension is 0.1-3 ‰ PAM solution, and the PAM dosage is 0.1-3 % of nano particle quality in the mixed solution; Through mixing, flocculation and precipitation process, accelerate the nano granule suspension solid-liquid separation;
A. mix stages: control speed gradient G value is 700 s -1-1000 s -1, churning time is 10 s-20 s, and nano particle is fully contacted with PAM;
B. flocculate the stage: control speed gradient G value is 20 s -1-70 s -1, churning time is 2 min-30 min, makes big, the free settling flco of PAM and nano particle formation particle diameter, relies on gravity to accelerate sedimentation;
C. precipitate phase: staticly settle 20 min-30 min, treat solid-liquid separation after, supernatant liquor is discharged as water outlet, mud enters sludge treatment device or reuse.
Among the present invention, described nano particle is some common wastewater treatment nano materials, as in nano iron particles, nano aluminium oxide, nano silicon or the magnetic Nano ferric oxide etc. more than one.
Among the present invention, mechanical stirring is adopted in the preparation of PAM solution, and the velocity gradient g value is controlled at 700 s -1-1000 s -1, water temperature is controlled at 2 ℃-55 ℃.
Among the present invention, the type of used PAM is anionic (APAM) or non-ionic type (NPAM), and molecular weight is more than 4,000,000.
Among the present invention, be 6-9 by adding soda acid control nano granule suspension pH value.
The present invention realizes that technique effect is as follows:
(1) the present invention only need use a certain amount of PAM solution, mixes, flocculates, precipitates three processes by control, accelerates the nano granule suspension solid-liquid separation, and is simple to operate, is easy to realize;
(2) soluble in water, the non-corrosiveness and cheap of PAM is suitable as water treatment water purification medicament commonly used;
(3) the present invention can reduce nano particle residual quantity in the supernatant liquor effectively, and significantly reduces delivery turbidity, guarantees effluent quality.
Description of drawings
Process flow sheet among Fig. 1 embodiment 2;
Supernatant liquor copper residual rate variation diagram in three portions of mixed solutions among Fig. 2 embodiment 3.
Sequence number among the figure: 1, water inlet; 2, nano zero valence iron; 3, PAM; 4, reaction zone; 5, settling region; 6, water outlet; 7, excess sludge; 8, returned sluge; 9, volume pump.
Embodiment
Further specify the present invention below by embodiment.
Among the present invention, used nano material is nano iron particles in the specific embodiment 1,2,3.
Embodiment 1:
Feed N 2Under the condition, in three beakers respectively with APAM and the NPAM hybrid reaction of nano iron particles and deionized water, the about 400 Wan – 5,000,000 of molecular weight, nano iron particles, APAM and NPAM reaction density are 2 g/L, 0.02 g/L, 0.02 g/L, are 800 s with the G value -1Stirring 20 s, is 50 s with the G value then -1 Stir 5 min, after stirring is finished, get 50 mL mixed solutions respectively in three 50 mL graduated cylinders, staticly settle 20 min.The result shows (table 1), react 1 h after, the delivery turbidity that does not add flocculation agent PAM is to add more than 21 times and 13 times of NPAM, APAM delivery turbidity respectively.
Table 1 embodiment 1 three groups of experiments effect of settling and the contrast of supernatant liquor turbidity
Figure 2013101675688100002DEST_PATH_IMAGE001
Embodiment 2:
Technical process as shown in Figure 2, water inlet 1 and nano zero valence iron 2 enter in the reaction zone 4 from reaction zone 4 the same sides, and reaction zone 4 one upper lateral parts add PAM by volume pump; Reaction zone 4 opposite side exits connect settling region 5, and settling region 5 one sides are water outlet 6; Reaction zone 4 bottoms are excess sludge 7 outlets, and settling region 5 base section mud are back to reaction zone 4 bottoms by pipeline with returned sluge 8, and settling region 5 bottom another part mud connect excess sludge 7 outlets.In closed continuous nano iron particles reactor small testing device, carry out the Continuous Flow test, nano iron particles and certain factory's copper mine smelting waste water react at reaction zone, copper ion concentration is 50 mg/L in the waste water, and nano iron particles concentration remains on 500 mg/L-1000 mg/L, and the G value is 80 s -1, the settling region hydraulic load is 0.7 m 3/ (m 2H)-1 m 3/ (m 2H).Do not add after PAM reacts 1 h, measuring water turbidity is 34 NTU.Add molecular weight about 400 ten thousand-500 ten thousand NPAM to reaction zone this moment, and its reaction density is 7 mg/L, measures water turbidity behind 15 min and reduces to 4 NTU.Then the settling region hydraulic load is promoted to 1.2 m 3/ (m 2H)-1.5 m 3/ (m 2H), delivery turbidity rises to 18 NTU, adds NPAM to reaction zone again, and making its reaction density is 15 mg/L, measures water turbidity behind 15 min and reduces to 5 NTU.
Embodiment 3:
Feed N 2Under the condition nano iron particles and certain factory's copper mine smelting waste water are reacted in Erlenmeyer flask, copper ion concentration is 50 mg/L in the waste water, and nano iron particles concentration is 500 mg/L, and the G value is 80 s -1React after one hour, get the 50ml mixed solution respectively in three beakers, add a small amount of isopyknic APAM solution, NPAM solution and deionized water then respectively, the reaction density of APAM and NPAM is 5 mg/L.Feeding N 2Under the condition, be 800 s with the G value -1Stirring 20 s, is 800 s with the G value then -1 Stir 5 min, after stirring is finished, get 50 mL mixed solutions respectively in three 50 mL graduated cylinders, staticly settle 20 min.The identical time is got supernatant liquor at sustained height at interval, and measures wherein copper concentration with inductively coupled plasma emission spectrometer (ICP-Agilent720ES).The result shows (shown in Figure 1), and the mixed solution supernatant C u concentration that does not add PAM behind 60 min is 3.21 mg/L, the serious the highest permission emission concentration of primary standard (0.5 mg/L) that surpasses the copper of " national sewage comprehensive emission standard " defined; And supernatant C u concentration is respectively 0.36 mg/L and 0.12 mg/L in the mixed solution of adding APAM and NPAM, meets sewage drainage standard.

Claims (5)

1. method of accelerating the nano granule suspension solid-liquid separation is characterized in that concrete steps are as follows:
Utilizing volume pump to add new preparation mass concentration in the nano granule suspension is 0.1-3 ‰ PAM solution, and the PAM dosage is 0.1-3 % of nano particle quality in the mixed solution; Through mixing, flocculation and precipitation process, accelerate the nano granule suspension solid-liquid separation;
Mix stages: control speed gradient G value is 700 s -1-1000 s -1, churning time is 10 s-20 s, and nano particle is fully contacted with PAM;
The flocculation stage: control speed gradient G value is 20 s -1-70 s -1, churning time is 2 min-30 min, makes big, the free settling flco of PAM and nano particle formation particle diameter, relies on gravity to accelerate sedimentation;
Precipitate phase: staticly settle 20 min-30 min, treat solid-liquid separation after, supernatant liquor is discharged as water outlet, mud enters sludge treatment device or reuse.
2. method according to claim 1 is characterized in that described nano particle is some common wastewater treatment nano materials, as in nano iron particles, nano aluminium oxide, nano silicon or the magnetic Nano ferric oxide more than one.
3. method according to claim 1 is characterized in that PAM solution preparation employing mechanical stirring, and the velocity gradient g value is controlled at 700 s -1-1000 s -1, water temperature is controlled at 2 ℃-55 ℃.
4. method according to claim 1, the type that it is characterized in that used PAM is anionic or non-ionic type, molecular weight is more than 4,000,000.
5. method according to claim 1 is characterized in that by adding soda acid control nano granule suspension pH value be 6-9.
CN2013101675688A 2013-05-09 2013-05-09 Method for accelerating solid-liquid separation of nanometer particle suspension Pending CN103232102A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2013101675688A CN103232102A (en) 2013-05-09 2013-05-09 Method for accelerating solid-liquid separation of nanometer particle suspension

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2013101675688A CN103232102A (en) 2013-05-09 2013-05-09 Method for accelerating solid-liquid separation of nanometer particle suspension

Publications (1)

Publication Number Publication Date
CN103232102A true CN103232102A (en) 2013-08-07

Family

ID=48880189

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2013101675688A Pending CN103232102A (en) 2013-05-09 2013-05-09 Method for accelerating solid-liquid separation of nanometer particle suspension

Country Status (1)

Country Link
CN (1) CN103232102A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106315806A (en) * 2016-11-04 2017-01-11 中海油天津化工研究设计院有限公司 Coagulating method for polymer-bearing wastewater of crude oil terminal plant
CN112194234A (en) * 2020-09-30 2021-01-08 新兴远建(天津)新材料科技有限公司 Micro-nano particle collection method based on high polymer compound principle

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09174067A (en) * 1995-12-25 1997-07-08 Ebara Corp Water purification method by powdery photocatalyst
CN1583586A (en) * 2003-08-20 2005-02-23 中国科学院理化技术研究所 Method for recovering powder type titanium dioxide photocatalyst
CN101148297A (en) * 2007-08-29 2008-03-26 浙江大学 Method for processing surface treatment integrated waste water
CN101823784A (en) * 2010-04-02 2010-09-08 荆州市欧百仕电子技术有限公司 Method for purifying sewage quickly by nano material and device thereof
CN102744030A (en) * 2011-04-22 2012-10-24 国家纳米科学中心 Graphite oxide-containing nano-material, its preparation method, water treatment agent and its water treatment method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09174067A (en) * 1995-12-25 1997-07-08 Ebara Corp Water purification method by powdery photocatalyst
CN1583586A (en) * 2003-08-20 2005-02-23 中国科学院理化技术研究所 Method for recovering powder type titanium dioxide photocatalyst
CN101148297A (en) * 2007-08-29 2008-03-26 浙江大学 Method for processing surface treatment integrated waste water
CN101823784A (en) * 2010-04-02 2010-09-08 荆州市欧百仕电子技术有限公司 Method for purifying sewage quickly by nano material and device thereof
CN102744030A (en) * 2011-04-22 2012-10-24 国家纳米科学中心 Graphite oxide-containing nano-material, its preparation method, water treatment agent and its water treatment method

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
王小文 张雁秋: "《水污染控制工程》", 31 August 2002, 煤炭工业出版社 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106315806A (en) * 2016-11-04 2017-01-11 中海油天津化工研究设计院有限公司 Coagulating method for polymer-bearing wastewater of crude oil terminal plant
CN106315806B (en) * 2016-11-04 2019-07-19 中海油天津化工研究设计院有限公司 A kind of coagulation method of the Crude Oil Terminal factory containing poly- waste water
CN112194234A (en) * 2020-09-30 2021-01-08 新兴远建(天津)新材料科技有限公司 Micro-nano particle collection method based on high polymer compound principle

Similar Documents

Publication Publication Date Title
CN102730885B (en) Efficient flocculent precipitate purification method for polymetallic ore benefication wastewater
CN101591110B (en) Oil refining sewage treatment technology
CN106745598B (en) Method for reducing COD (chemical oxygen demand) of tungsten ore dressing tailing pulp
US11634345B2 (en) Waste water treatment method and waste water treatment apparatus
CN102020346A (en) Efficient coagulating sedimentation basin
CN106830252A (en) The unified water treating apparatus of function are precipitated with ballasted flocculation
CN201971670U (en) High-efficiency coagulative precipitation tank
CN105906133B (en) A kind of water body purification method and device of strong magnetic separation-magnetic green substance charcoal absorption
WO2013187979A1 (en) Treatment using fixed film processes and ballasted settling
CN109205749A (en) A kind of coagulation-sedimentation equipment and method based on the reflux of sludge concentration tank supernatant
CN102153201A (en) Electromagnetism sewage-treatment system and electromagnetism sewage-treatment method
JP2017516658A (en) Clarification method of waste water
CN103232102A (en) Method for accelerating solid-liquid separation of nanometer particle suspension
CN105461118A (en) Coal mine sewage treating and recycling technology
CN105621758A (en) Method for treating heavy metal wastewater by catalytic internal electrolysis coupling ferrite method
CN101343126B (en) Apparatus for treatment of domestic wastewater
CN104529045B (en) A kind of villages and towns in rural areas decentralized sewage treatment method
CN105502736A (en) Metallurgical wastewater treatment system
KR20200041881A (en) Treatment of liquid streams containing high concentrations of solids using ballast-type clarification
CN112250155B (en) Heavy medium quick-settling water treatment method
CN214087854U (en) Functional multi-effect clarification system
CN110713323B (en) Coal mine wastewater treatment system and process
CN113683167A (en) Magnetic coagulation sedimentation sewage treatment system and method based on low-density magnetic particles
CN106745917A (en) The process for purifying water of physics and chemistry water purifier at a kind of pickling waste waters
CN206437969U (en) A kind of reverse osmosis thick water treatment system

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20130807