CN113200624A - Defluorination process for washing smelting flue gas wastewater - Google Patents

Defluorination process for washing smelting flue gas wastewater Download PDF

Info

Publication number
CN113200624A
CN113200624A CN202110533320.3A CN202110533320A CN113200624A CN 113200624 A CN113200624 A CN 113200624A CN 202110533320 A CN202110533320 A CN 202110533320A CN 113200624 A CN113200624 A CN 113200624A
Authority
CN
China
Prior art keywords
wastewater
tank
overflowing
reaction tank
liquid
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
CN202110533320.3A
Other languages
Chinese (zh)
Inventor
林锦富
陈延进
林国标
黄启灿
钟庆英
巫学良
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.)
Zijin Copper Co Ltd
Original Assignee
Zijin Copper 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 Zijin Copper Co Ltd filed Critical Zijin Copper Co Ltd
Priority to CN202110533320.3A priority Critical patent/CN113200624A/en
Publication of CN113200624A publication Critical patent/CN113200624A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • 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
    • C02F1/28Treatment of water, waste water, or sewage by sorption
    • 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
    • C02F1/66Treatment of water, waste water, or sewage by neutralisation; pH adjustment
    • 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
    • C02F2101/10Inorganic compounds
    • C02F2101/103Arsenic compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/10Inorganic compounds
    • C02F2101/12Halogens or halogen-containing compounds
    • C02F2101/14Fluorine or fluorine-containing compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/18Nature of the water, waste water, sewage or sludge to be treated from the purification of gaseous effluents

Abstract

The invention discloses a defluorination process for washing smelting flue gas wastewater, which comprises the following steps: conveying the high-fluorine wastewater treated by the neutralization process from the intermediate tank of the neutralization process to a primary reaction tank, and adding aluminum sulfate; overflowing the liquid in the primary reaction tank into an oxidation tank, and adding polymeric ferric sulfate; overflowing the liquid in the oxidation tank to a secondary reaction tank, and adding calcium hydroxide; and overflowing the liquid in the secondary reaction tank to a thickener for solid-liquid separation, pumping the supernatant of the thickener to a Siene filter after passing through an overflow weir, and overflowing to a treatment station at the tail end of a pit of an adjusting tank to finish the defluorination of the wastewater. The wastewater defluorination process system is put into normal use, the original wastewater is treated by the newly added defluorination process system, the fluorine content in the wastewater is reduced to be within 5mg/L, and the wastewater can meet the discharge standard of industrial pollutants of copper, cobalt and nickel of GB 25467-2010, and the environmental protection benefit of a company is greatly improved.

Description

Defluorination process for washing smelting flue gas wastewater
Technical Field
The invention relates to the technical field of wastewater treatment, in particular to a defluorination process for washing smelting flue gas wastewater.
Background
Along with the development of modern industry, the exploitation and processing of fluorine-containing minerals, the massive construction and production of metal smelting enterprises, the discharge amount of fluorine-containing wastewater is rapidly increased every year, and the fluorine pollution is more and more serious. In the past, due to the limitation of technical and economic conditions, fluorine belongs to a second class of pollutants, fluorine pollution does not draw enough attention, along with the development of national economy, the requirements of people on the environment are more and more strict, and the discharge standard of industrial wastewater is more and more strict along with the more and more severe domestic safety and environmental protection situation.
The main source of the fluorine-containing wastewater is a purification process, wastewater with high fluorine content (the fluorine content is about 1300 mg/L) is generated in the process of washing smelting flue gas in the purification process, the fluorine content in the wastewater can be reduced to about 300mg/L after the wastewater passes through a gypsum process in a wastewater working section, the fluorine content in the wastewater after being treated by a gypsum process and then being treated in a neutralization working section can be reduced to about 20-40 mg/L, and the wastewater still can not meet the discharge standard of industrial pollutants of copper, cobalt and nickel in GB 25467-2010.
Disclosure of Invention
Aiming at the problems, the invention provides a defluorination process for washing smelting flue gas wastewater, which is based on the existing water treatment process equipment and based on the premise of lowest construction cost and no influence on the original water treatment process, improves the medicament adding structure of the existing wastewater treatment neutralization process and the wastewater treatment sequence to achieve the purpose of wastewater defluorination.
The technical scheme adopted by the invention for solving the problems is as follows: a defluorination process for washing smelting flue gas wastewater comprises the following steps:
step S10, conveying the high-fluorine wastewater treated by the neutralization process from the intermediate tank of the neutralization process to a primary reaction tank through a pump, adding aluminum sulfate into the primary reaction tank, and carrying out reaction treatment for 3-6 hours;
step S20, overflowing the liquid in the primary reaction tank into an oxidation tank, adding polymeric ferric sulfate, and fully reacting the polymeric ferric sulfate with the wastewater under the stirring effect;
step S30, overflowing the liquid in the oxidation tank to a secondary reaction tank, adding calcium hydroxide into the secondary reaction tank, and adjusting the pH value of the solution to 7.5;
and step S40, overflowing the liquid in the secondary reaction tank to a thickener for solid-liquid separation, pumping the supernatant of the thickener to a Siene filter after passing through an overflow weir, and overflowing to a regulating tank and a pit which is dug to a tail end treatment station to finish the defluorination of the wastewater.
The invention adopts the process of 'polymeric ferric sulfate + aluminum sulfate' to remove fluorine cooperatively, the main added agents in the fluorine removal process comprise lime, polymeric ferric sulfate, aluminum sulfate and PAM, and the fluorine removal principle of each agent is as follows:
(1) principle of removing fluorine from aluminum sulfate
The aluminum sulfate hydrolyzate has [ Al (H)2O)6]3+、[Al(OH)(H2O)5]2+、[Al2(OH)2(H2O)8]4+、[Al3(OH)5(H2O)9]4+、[Al3(OH)4]5+、[Al7(OH)17]4+、[Al13O4(OH)17]7+And adsorbing F-in the wastewater through electrostatic action by various high-valence cations. Wherein the hydrolysate A1(OH)3Is a colloid, and is easy to adsorb F due to large surface area-Thereby forming a coprecipitation.
(2) Defluorination principle of polymeric ferric sulfate
Because the content of As in the wastewater is higher, in order to reduce the influence of As on the whole defluorination process, a certain amount of polymeric ferric sulfate is added to reduce the content of As in the wastewater, and then the wastewater is defluorinated, so that the defluorination efficiency is improved. Fe in polymeric ferric sulfate3+Reacts with arsenous acid and arsenic acid in the wastewater to generate ferric arsenite and ferric arsenate precipitates, and the reaction is as follows:
Figure BDA0003068825730000021
Figure BDA0003068825730000022
Figure BDA0003068825730000031
(3) principle of lime defluorination
Adjusting the pH of the wastewater by lime and adding Ca in the lime2+With F in the waste waterThe reaction produced a precipitate as follows:
Ca(OH)2→Ca2++2OH-
CaCl2→Ca2++2Cl-
Ca2++2F→CaF2
(4) principle of increasing defluorination efficiency by PAM
The colloid particles suspended in water can generate effective adsorption and bridging action, and form flocculating constituent.
Further, in step S10, the amount of aluminum sulfate added is 0.5 to 2 g/L.
Further, in step S20, the amount of the polymeric ferric sulfate added is 0.8g/L to 3.5 g/L.
Further, in step S40, a flocculant is added before the liquid overflows to the thickener.
Furthermore, the flocculant is a PAM flocculant with the molecular weight of 800-1800 ten thousand.
Furthermore, the flocculant is a composite flocculant; the preparation method of the composite flocculant comprises the following steps: dissolving aluminum chloride in water, heating to 45 ℃, stirring and mixing, dropwise adding a sodium hydroxide solution with the concentration of 0.35-0.55 mol/L, and reacting for 1 hour to obtain polyaluminum chloride; adding an aqueous solution of ferric chloride hexahydrate into polyaluminum chloride, continuously reacting for 6-8 hours, and curing for 24 hours to obtain a polyaluminum ferric chloride solution; adding 200 parts of modified starch into water, stirring and dispersing at 45 ℃, adding 150-350 parts of polyaluminum ferric chloride solution, stirring and mixing for 1-2 hours, and drying at 50 ℃ to obtain the composite flocculant.
Wherein, Fe3+And Al3+The atomic covalent radius and the ionic radius of the flocculant are close to each other and have the same charge, the corresponding salts of the flocculant have covalent property, a multinuclear and stable molecular chain can be formed through cross copolymerization, and the obtained flocculant has better flocculation effect, high flocculation speed, large formed floccule and high sedimentation speed.
Furthermore, the alkalization degree of the polyaluminum ferric chloride solution is 1.5, and the molar ratio of aluminum ions to iron ions in the polyaluminum ferric chloride solution is (5-7): (3-5).
Further, the preparation of the modified starch comprises the following steps: adding corn starch into an ethanol solution, stirring and dispersing for 10 minutes, heating to 38 ℃, adding sodium hydroxide, continuously stirring and mixing for 30-50 minutes, sequentially adding an isopropanol solution of monochloroacetic acid and sodium hydroxide, heating to 45-50 ℃, reacting for 60-120 minutes, adjusting the pH value to be neutral by using acetic acid, washing by using ethanol until no chloride ion exists, filtering, and drying in vacuum to obtain the modified starch.
Wherein, the flocculating agent is also added with a modified adsorbent; the preparation of the modified adsorbent comprises the following steps: mixing activated carbon and activated clay according to a weight ratio of 10: 3-6 to obtain mixed powder; adding chitosan into acetic acid solution with the concentration of 0.5-2.5% to obtain chitosan colloidal fluid; adding the mixed powder into chitosan colloidal fluid, processing for 2 hours at room temperature, stirring to be pasty, vacuum drying, putting into an oven, activating for 2 hours at 280-320 ℃, grinding and sieving to obtain the modified adsorbent
The invention has the advantages that:
(1) the invention removes Fe in the preparation by fluorine3+And the hydrolysate of aluminum sulfate solution and As in the wastewater-、F-Insoluble precipitate and colloid are formed in a reaction and electric adsorption mode, so that the content of fluorine in the wastewater is reduced;
(2) the wastewater defluorination process system is put into normal use, the original wastewater is treated by the newly added defluorination process system, the fluorine content in the wastewater is reduced to be within 5mg/L, and the wastewater can meet the discharge standard of industrial pollutants of copper, cobalt and nickel of GB 25467-2010, and the environmental protection benefit of a company is greatly improved.
In addition to the objects, features and advantages described above, other objects, features and advantages of the present invention are also provided. The present invention will be described in further detail below.
Drawings
FIG. 1 is a flow chart of the wastewater defluorination process of the invention.
Detailed Description
The following detailed description of embodiments of the invention, but the invention can be practiced in many different ways, as defined and covered by the claims.
Example 1
Defluorination process for washing smelting flue gas wastewater
The defluorination process for washing the smelting flue gas wastewater comprises the following steps:
step S10, conveying the high-fluorine wastewater treated by the neutralization process from the intermediate tank of the neutralization process to a primary reaction tank through a pump, adding aluminum sulfate into the primary reaction tank, and carrying out reaction treatment for 4.5 hours;
step S20, overflowing the liquid in the primary reaction tank into an oxidation tank, adding polymeric ferric sulfate, and fully reacting the polymeric ferric sulfate with the wastewater under the stirring effect;
step S30, overflowing the liquid in the oxidation tank to a secondary reaction tank, adding calcium hydroxide into the secondary reaction tank, and adjusting the pH value of the solution to 7.5;
and step S40, overflowing the liquid in the secondary reaction tank to a thickener for solid-liquid separation, pumping the supernatant of the thickener to a Siene filter after passing through an overflow weir, and overflowing to a regulating tank and a pit which is dug to a tail end treatment station to finish the defluorination of the wastewater.
The content of fluorine ions in the high-fluorine wastewater treated by the neutralization process is 25.64mg/L, and after the defluorination process is adopted, the content of fluorine ions is 1.38 mg/L.
Example 2
Defluorination process for washing smelting flue gas wastewater
The defluorination process for washing the smelting flue gas wastewater comprises the following steps:
step S10, conveying the high-fluorine wastewater treated by the neutralization process from the intermediate tank of the neutralization process to a primary reaction tank through a pump, adding aluminum sulfate into the primary reaction tank, and carrying out reaction treatment for 3 hours;
step S20, overflowing the liquid in the primary reaction tank into an oxidation tank, adding polymeric ferric sulfate, and fully reacting the polymeric ferric sulfate with the wastewater under the stirring effect;
step S30, overflowing the liquid in the oxidation tank to a secondary reaction tank, adding calcium hydroxide into the secondary reaction tank, and adjusting the pH value of the solution to 7.5;
step S40, overflowing the liquid in the secondary reaction tank to a flocculation tank, and adding a flocculating agent PAM;
and step S50, overflowing the liquid from the flocculation tank to a thickener for solid-liquid separation, pumping the supernatant of the thickener to a Siene filter after passing through an overflow weir, and overflowing to a treatment station at the tail end of a pit of an adjusting tank to finish the defluorination of the wastewater.
The content of fluorine ions in the high-fluorine wastewater treated by the neutralization process is 31.52mg/L, and after the defluorination process is adopted, the content of fluorine ions is 2.07 mg/L.
Example 3
Defluorination process for washing smelting flue gas wastewater
The defluorination process for washing the smelting flue gas wastewater comprises the following steps:
step S10, conveying the high-fluorine wastewater treated by the neutralization process from the intermediate tank of the neutralization process to a primary reaction tank through a pump, adding aluminum sulfate into the primary reaction tank, and carrying out reaction treatment for 6 hours;
step S20, overflowing the liquid in the primary reaction tank into an oxidation tank, adding polymeric ferric sulfate, and fully reacting the polymeric ferric sulfate with the wastewater under the stirring effect;
step S30, overflowing the liquid in the oxidation tank to a secondary reaction tank, adding calcium hydroxide into the secondary reaction tank, and adjusting the pH value of the solution to 7.5;
step S40, overflowing the liquid in the secondary reaction tank to a flocculation tank, and adding a flocculating agent PAM;
and step S50, overflowing the liquid in the flocculation tank to a thickener for solid-liquid separation, pumping the supernatant of the thickener to a Siene filter after passing through an overflow weir, and overflowing to a pit of an adjusting tank to finish a tail end treatment station to finish the defluorination of the wastewater.
The content of fluorine ions in the high-fluorine wastewater treated by the neutralization process is 38.78.64mg/L, and after the defluorination process is adopted, the content of fluorine ions is 1.11 mg/L.
Example 4
Defluorination process for washing smelting flue gas wastewater
The defluorination process for washing the smelting flue gas wastewater comprises the following steps:
step S10, conveying the high-fluorine wastewater treated by the neutralization process from the intermediate tank of the neutralization process to a primary reaction tank through a pump, adding aluminum sulfate into the primary reaction tank, wherein the addition amount of the aluminum sulfate is 0.5g/L, and carrying out reaction treatment for 3 hours;
step S20, overflowing the liquid in the primary reaction tank into an oxidation tank, adding polymeric ferric sulfate, wherein the addition amount of the polymeric ferric sulfate is 0.8g/L, and fully reacting the polymeric ferric sulfate with the wastewater through the stirring effect;
step S30, overflowing the liquid in the oxidation tank to a secondary reaction tank, adding calcium hydroxide into the secondary reaction tank, and adjusting the pH value of the solution to 7.5;
step S40, overflowing the liquid in the secondary reaction tank to a flocculation tank, and adding a flocculant, wherein the flocculant is a PAM flocculant with the molecular weight of 800-1800 ten thousand;
and step S50, overflowing the liquid in the flocculation tank to a thickener for solid-liquid separation, pumping the supernatant of the thickener to a Siene filter after passing through an overflow weir, and overflowing to a pit of an adjusting tank to finish a tail end treatment station to finish the defluorination of the wastewater.
The content of fluorine ions in the high-fluorine wastewater treated by the neutralization process is 40.55mg/L, and after the defluorination process is adopted, the content of fluorine ions is 1.79 mg/L.
Example 5
Defluorination process for washing smelting flue gas wastewater
The defluorination process for washing the smelting flue gas wastewater comprises the following steps:
step S10, conveying the high-fluorine wastewater treated by the neutralization process from the intermediate tank of the neutralization process to a primary reaction tank through a pump, adding aluminum sulfate into the primary reaction tank, wherein the addition amount of the aluminum sulfate is 2g/L, and carrying out reaction treatment for 6 hours;
step S20, overflowing the liquid in the primary reaction tank into an oxidation tank, adding polymeric ferric sulfate, wherein the addition amount of the polymeric ferric sulfate is 3.5g/L, and fully reacting the polymeric ferric sulfate with the wastewater through the stirring effect;
step S30, overflowing the liquid in the oxidation tank to a secondary reaction tank, adding calcium hydroxide into the secondary reaction tank, and adjusting the pH value of the solution to 7.5;
step S40, overflowing the liquid in the secondary reaction tank to a flocculation tank, and adding a composite flocculant;
and step S50, overflowing the liquid in the flocculation tank to a thickener for solid-liquid separation, pumping the supernatant of the thickener to a Siene filter after passing through an overflow weir, and overflowing to a pit of an adjusting tank to finish a tail end treatment station to finish the defluorination of the wastewater.
The preparation method of the composite flocculant comprises the following steps: dissolving aluminum chloride in water, heating to 45 ℃, stirring and mixing, dropwise adding a sodium hydroxide solution with the concentration of 0.35mol/L, and reacting for 1 hour to obtain polyaluminum chloride; adding the aqueous solution of ferric chloride hexahydrate into polyaluminium chloride, continuously reacting for 6 hours, and curing for 24 hours to obtain a polyaluminium chloride ferric solution; adding 200 parts of modified starch into water, stirring and dispersing at 45 ℃, adding 150 parts of polyaluminum ferric chloride solution, stirring and mixing for 1 hour, and drying at 50 ℃ to obtain a composite flocculant; the alkalization degree of the polyaluminum ferric chloride solution is 1.5, and the molar ratio of aluminum ions to iron ions in the polyaluminum ferric chloride solution is 5: 5;
the preparation of the modified starch comprises the following steps: adding corn starch into an ethanol solution, stirring and dispersing for 10 minutes, heating to 38 ℃, adding sodium hydroxide, continuously stirring and mixing for 30 minutes, sequentially adding an isopropanol solution of monochloroacetic acid and sodium hydroxide, heating to 45 ℃, reacting for 60 minutes, adjusting the pH to be neutral by using acetic acid, washing by using ethanol until no chloride ion exists, filtering, and drying in vacuum to obtain the modified starch.
When the content of fluorine ions in the high-fluorine wastewater treated by the neutralization process is greater than 40mg/L, the use type of the flocculant is changed, the composite flocculant prepared by the embodiment is used for treatment, the composite flocculant is prepared by taking aluminum chloride, ferric trichloride and modified starch as raw materials, and the polymeric aluminum-iron composite flocculant has the characteristics of both ferric salt and aluminum salt flocculant, has the characteristics of high reaction speed, large formed flocculating body, high sedimentation speed and the like, is matched with grafted modified starch, has a certain adsorption effect, improves the flocculation effect, and can also remove COD (chemical oxygen demand) in the wastewater. The content of fluorine ions in the high-fluorine wastewater treated by the neutralization process is 62.67mg/L, and after the defluorination process is adopted, the content of fluorine ions is 2.14 mg/L.
Example 6
Defluorination process for washing smelting flue gas wastewater
The defluorination process for washing the smelting flue gas wastewater comprises the following steps:
step S10, conveying the high-fluorine wastewater treated by the neutralization process from the intermediate tank of the neutralization process to a primary reaction tank through a pump, adding aluminum sulfate into the primary reaction tank, wherein the addition amount of the aluminum sulfate is 1.2g/L, and carrying out reaction treatment for 4.5 hours;
step S20, overflowing the liquid in the primary reaction tank into an oxidation tank, adding polyferric sulfate, wherein the adding amount of the polyferric sulfate is 2.2g/L, and fully reacting the polyferric sulfate with the wastewater under the stirring action;
step S30, overflowing the liquid in the oxidation tank to a secondary reaction tank, adding calcium hydroxide into the secondary reaction tank, and adjusting the pH value of the solution to 7.5;
step S40, overflowing the liquid in the secondary reaction tank to a flocculation tank, and adding a composite flocculant;
and step S50, overflowing the liquid in the flocculation tank to a thickener for solid-liquid separation, pumping the supernatant of the thickener to a Siene filter after passing through an overflow weir, and overflowing to a pit of an adjusting tank to finish a tail end treatment station to finish the defluorination of the wastewater.
The preparation method of the composite flocculant comprises the following steps: dissolving aluminum chloride in water, heating to 45 ℃, stirring and mixing, dropwise adding a sodium hydroxide solution with the concentration of 0.55mol/L, and reacting for 1 hour to obtain polyaluminum chloride; adding the aqueous solution of ferric chloride hexahydrate into polyaluminium chloride, continuously reacting for 8 hours, and curing for 24 hours to obtain a polyaluminium chloride ferric solution; adding 200 parts of modified starch into water, stirring and dispersing at 45 ℃, adding 350 parts of polyaluminum ferric chloride solution, stirring and mixing for 2 hours, and drying at 50 ℃ to obtain a composite flocculant; the alkalization degree of the polyaluminum ferric chloride solution is 1.5, and the molar ratio of aluminum ions to iron ions in the polyaluminum ferric chloride solution is 7: 3;
the preparation of the modified starch comprises the following steps: adding corn starch into an ethanol solution, stirring and dispersing for 10 minutes, heating to 38 ℃, adding sodium hydroxide, continuously stirring and mixing for 50 minutes, sequentially adding an isopropanol solution of monochloroacetic acid and sodium hydroxide, heating to 50 ℃, reacting for 120 minutes, adjusting the pH to be neutral by using acetic acid, washing by using ethanol until no chloride ion exists, filtering, and drying in vacuum to obtain the modified starch.
When the content of fluorine ions in the high-fluorine wastewater treated by the neutralization process is greater than 40mg/L, the use type of the flocculant is changed, the composite flocculant prepared by the embodiment is used for treatment, the composite flocculant is prepared by taking aluminum chloride, ferric trichloride and modified starch as raw materials, and the polymeric aluminum-iron composite flocculant has the characteristics of both ferric salt and aluminum salt flocculant, has the characteristics of high reaction speed, large formed flocculating body, high sedimentation speed and the like, is matched with grafted modified starch, has a certain adsorption effect, improves the flocculation effect, and can also remove COD (chemical oxygen demand) in the wastewater. The content of fluorine ions in the high-fluorine wastewater treated by the neutralization process is 74.66mg/L, and after the defluorination process is adopted, the content of fluorine ions is 1.35 mg/L.
Example 7
Defluorination process for washing smelting flue gas wastewater
The defluorination process for washing the smelting flue gas wastewater comprises the following steps:
step S10, conveying the high-fluorine wastewater treated by the neutralization process from the intermediate tank of the neutralization process to a primary reaction tank through a pump, adding aluminum sulfate into the primary reaction tank, wherein the addition amount of the aluminum sulfate is 1.2g/L, and carrying out reaction treatment for 4.5 hours;
step S20, overflowing the liquid in the primary reaction tank into an oxidation tank, adding polyferric sulfate, wherein the adding amount of the polyferric sulfate is 2.2g/L, and fully reacting the polyferric sulfate with the wastewater under the stirring action;
step S30, overflowing the liquid in the oxidation tank to a secondary reaction tank, adding calcium hydroxide into the secondary reaction tank, and adjusting the pH value of the solution to 7.5;
step S40, overflowing the liquid in the secondary reaction tank to a flocculation tank, and adding a composite flocculant;
and step S50, overflowing the liquid in the flocculation tank to a thickener for solid-liquid separation, pumping the supernatant of the thickener to a Siene filter after passing through an overflow weir, and overflowing to a pit of an adjusting tank to finish a tail end treatment station to finish the defluorination of the wastewater.
The preparation method of the composite flocculant comprises the following steps: dissolving aluminum chloride in water, heating to 45 ℃, stirring and mixing, dropwise adding a sodium hydroxide solution with the concentration of 0.45mol/L, and reacting for 1 hour to obtain polyaluminum chloride; adding the aqueous solution of ferric chloride hexahydrate into polyaluminium chloride, continuously reacting for 7 hours, and curing for 24 hours to obtain a polyaluminium chloride ferric solution; adding 200 parts of modified starch into water, stirring and dispersing at 45 ℃, adding 250 parts of polyaluminum ferric chloride solution, stirring and mixing for 1.5 hours, and drying at 50 ℃ to obtain a composite flocculant; the alkalization degree of the polyaluminum ferric chloride solution is 1.5, and the molar ratio of aluminum ions to iron ions in the polyaluminum ferric chloride solution is 6: 4;
the preparation of the modified starch comprises the following steps: adding corn starch into an ethanol solution, stirring and dispersing for 10 minutes, heating to 38 ℃, adding sodium hydroxide, continuously stirring and mixing for 40 minutes, sequentially adding an isopropanol solution of monochloroacetic acid and sodium hydroxide, heating to 48 ℃, reacting for 90 minutes, adjusting the pH value to be neutral by using acetic acid, washing by using ethanol until no chloride ion exists, filtering, and drying in vacuum to obtain the modified starch.
When the content of fluorine ions in the high-fluorine wastewater treated by the neutralization process is greater than 40mg/L, the use type of the flocculant is changed, the composite flocculant prepared by the embodiment is used for treatment, the composite flocculant is prepared by taking aluminum chloride, ferric trichloride and modified starch as raw materials, and the polymeric aluminum-iron composite flocculant has the characteristics of both ferric salt and aluminum salt flocculant, has the characteristics of high reaction speed, large formed flocculating body, high sedimentation speed and the like, is matched with grafted modified starch, has a certain adsorption effect, improves the flocculation effect, and can also remove COD (chemical oxygen demand) in the wastewater. The content of fluorine ions in the high-fluorine wastewater treated by the neutralization process is 67.83mg/L, and after the defluorination process is adopted, the content of fluorine ions is 2.16 mg/L.
Example 8
Defluorination process for washing smelting flue gas wastewater
The defluorination process for washing the smelting flue gas wastewater comprises the following steps:
step S10, conveying the high-fluorine wastewater treated by the neutralization process from the intermediate tank of the neutralization process to a primary reaction tank through a pump, adding aluminum sulfate into the primary reaction tank, wherein the addition amount of the aluminum sulfate is 1.2g/L, and carrying out reaction treatment for 4.5 hours;
step S20, overflowing the liquid in the primary reaction tank into an oxidation tank, adding polyferric sulfate, wherein the adding amount of the polyferric sulfate is 2.2g/L, and fully reacting the polyferric sulfate with the wastewater under the stirring action;
step S30, overflowing the liquid in the oxidation tank to a secondary reaction tank, adding calcium hydroxide into the secondary reaction tank, and adjusting the pH value of the solution to 7.5;
step S40, overflowing the liquid in the secondary reaction tank to a flocculation tank, and adding a composite flocculant and a modified adsorbent;
and step S50, overflowing the liquid in the flocculation tank to a thickener for solid-liquid separation, pumping the supernatant of the thickener to a Siene filter after passing through an overflow weir, and overflowing to a pit of an adjusting tank to finish a tail end treatment station to finish the defluorination of the wastewater.
The preparation method of the composite flocculant comprises the following steps: dissolving aluminum chloride in water, heating to 45 ℃, stirring and mixing, dropwise adding a sodium hydroxide solution with the concentration of 0.45mol/L, and reacting for 1 hour to obtain polyaluminum chloride; adding the aqueous solution of ferric chloride hexahydrate into polyaluminium chloride, continuously reacting for 7 hours, and curing for 24 hours to obtain a polyaluminium chloride ferric solution; adding 200 parts of modified starch into water, stirring and dispersing at 45 ℃, adding 250 parts of polyaluminum ferric chloride solution, stirring and mixing for 1.5 hours, and drying at 50 ℃ to obtain a composite flocculant; the alkalization degree of the polyaluminum ferric chloride solution is 1.5, and the molar ratio of aluminum ions to iron ions in the polyaluminum ferric chloride solution is 6: 4;
the preparation of the modified starch comprises the following steps: adding corn starch into an ethanol solution, stirring and dispersing for 10 minutes, heating to 38 ℃, adding sodium hydroxide, continuously stirring and mixing for 30-50 minutes, sequentially adding an isopropanol solution of monochloroacetic acid and sodium hydroxide, heating to 48 ℃, reacting for 90 minutes, adjusting the pH value to be neutral by using acetic acid, washing by using ethanol until no chloride ion exists, filtering, and drying in vacuum to obtain modified starch;
the preparation of the modified adsorbent comprises the following steps: mixing activated carbon and activated clay according to a weight ratio of 10:3 to obtain mixed powder; adding chitosan into 0.5% acetic acid solution to obtain chitosan colloidal solution; and adding the mixed powder into chitosan colloidal fluid, treating for 2 hours at room temperature, stirring to be pasty, vacuum drying, putting into an oven, activating for 2 hours at 280 ℃, grinding and sieving to obtain the modified adsorbent.
When the content of fluorine ions in the high-fluorine wastewater treated by the neutralization process is more than 40mg/L, changing the use type of the flocculant, and treating by using the composite flocculant prepared by the embodiment, wherein the composite flocculant takes aluminum chloride, ferric trichloride and modified starch as raw materials to prepare the composite flocculant, and the polymeric aluminum-iron composite flocculant has the characteristics of both ferric salt and aluminum salt flocculant, has the characteristics of high reaction speed, large formed flocculating body, high sedimentation speed and the like, and has a certain adsorption effect by matching with the grafted modified starch, so that the flocculation effect is improved, and COD in the wastewater can be removed; when the content of fluorine ions in the treated wastewater is higher and is more than 80mg/L, a modified adsorbent can be added on the basis of adding the composite flocculant, active carbon and active daytime are taken as main raw materials, and chitosan is grafted, so that the adsorption effect on the fluorine ions is enhanced.
The fluorine ion content in the high-fluorine wastewater treated by the neutralization process is 80.83mg/L, and after the defluorination process is adopted, the fluorine ion content is 1.04 mg/L.
Example 9
Defluorination process for washing smelting flue gas wastewater
The defluorination process for washing the smelting flue gas wastewater comprises the following steps:
step S10, conveying the high-fluorine wastewater treated by the neutralization process from the intermediate tank of the neutralization process to a primary reaction tank through a pump, adding aluminum sulfate into the primary reaction tank, wherein the addition amount of the aluminum sulfate is 1.2g/L, and carrying out reaction treatment for 4.5 hours;
step S20, overflowing the liquid in the primary reaction tank into an oxidation tank, adding polyferric sulfate, wherein the adding amount of the polyferric sulfate is 2.2g/L, and fully reacting the polyferric sulfate with the wastewater under the stirring action;
step S30, overflowing the liquid in the oxidation tank to a secondary reaction tank, adding calcium hydroxide into the secondary reaction tank, and adjusting the pH value of the solution to 7.5;
step S40, overflowing the liquid in the secondary reaction tank to a flocculation tank, and adding a composite flocculant and a modified adsorbent;
and step S50, overflowing the liquid in the flocculation tank to a thickener for solid-liquid separation, pumping the supernatant of the thickener to a Siene filter after passing through an overflow weir, and overflowing to a pit of an adjusting tank to finish a tail end treatment station to finish the defluorination of the wastewater.
Wherein the flocculating agent is a composite flocculating agent; the preparation method of the composite flocculant comprises the following steps: dissolving aluminum chloride in water, heating to 45 ℃, stirring and mixing, dropwise adding a sodium hydroxide solution with the concentration of 0.45mol/L, and reacting for 1 hour to obtain polyaluminum chloride; adding the aqueous solution of ferric chloride hexahydrate into polyaluminium chloride, continuously reacting for 7 hours, and curing for 24 hours to obtain a polyaluminium chloride ferric solution; adding 200 parts of modified starch into water, stirring and dispersing at 45 ℃, adding 250 parts of polyaluminum ferric chloride solution, stirring and mixing for 1.5 hours, and drying at 50 ℃ to obtain a composite flocculant; the alkalization degree of the polyaluminum ferric chloride solution is 1.5, and the molar ratio of aluminum ions to iron ions in the polyaluminum ferric chloride solution is 6: 4;
the preparation of the modified starch comprises the following steps: adding corn starch into an ethanol solution, stirring and dispersing for 10 minutes, heating to 38 ℃, adding sodium hydroxide, continuously stirring and mixing for 40 minutes, sequentially adding an isopropanol solution of monochloroacetic acid and sodium hydroxide, heating to 48 ℃, reacting for 90 minutes, adjusting the pH to be neutral by using acetic acid, washing by using ethanol until no chloride ion exists, filtering, and drying in vacuum to obtain modified starch;
the preparation of the modified adsorbent comprises the following steps: mixing activated carbon and activated clay according to a weight ratio of 10:6 to obtain mixed powder; adding chitosan into 2.5% acetic acid solution to obtain chitosan colloidal fluid; and adding the mixed powder into chitosan colloidal fluid, treating for 2 hours at room temperature, stirring to be pasty, vacuum drying, putting into an oven, activating for 2 hours at 320 ℃, grinding and sieving to obtain the modified adsorbent.
The content of fluorine ions in the high-fluorine wastewater treated by the neutralization process is 80.83mg/L, and after the defluorination process is adopted, the content of fluorine ions is 1.35 mg/L.
Example 10
Defluorination process for washing smelting flue gas wastewater
The defluorination process for washing the smelting flue gas wastewater comprises the following steps:
step S10, conveying the high-fluorine wastewater treated by the neutralization process from the intermediate tank of the neutralization process to a primary reaction tank through a pump, adding aluminum sulfate into the primary reaction tank, wherein the addition amount of the aluminum sulfate is 1.2g/L, and carrying out reaction treatment for 4.5 hours;
step S20, overflowing the liquid in the primary reaction tank into an oxidation tank, adding polyferric sulfate, wherein the adding amount of the polyferric sulfate is 2.2g/L, and fully reacting the polyferric sulfate with the wastewater under the stirring action;
step S30, overflowing the liquid in the oxidation tank to a secondary reaction tank, adding calcium hydroxide into the secondary reaction tank, and adjusting the pH value of the solution to 7.5;
step S40, overflowing the liquid in the secondary reaction tank to a flocculation tank, and adding a composite flocculant and a modified adsorbent;
and step S50, overflowing the liquid in the flocculation tank to a thickener for solid-liquid separation, pumping the supernatant of the thickener to a Siene filter after passing through an overflow weir, and overflowing to a pit of an adjusting tank to finish a tail end treatment station to finish the defluorination of the wastewater.
Wherein the flocculating agent is a composite flocculating agent; the preparation method of the composite flocculant comprises the following steps: dissolving aluminum chloride in water, heating to 45 ℃, stirring and mixing, dropwise adding a sodium hydroxide solution with the concentration of 0.45mol/L, and reacting for 1 hour to obtain polyaluminum chloride; adding the aqueous solution of ferric chloride hexahydrate into polyaluminium chloride, continuously reacting for 7 hours, and curing for 24 hours to obtain a polyaluminium chloride ferric solution; adding 200 parts of modified starch into water, stirring and dispersing at 45 ℃, adding 250 parts of polyaluminum ferric chloride solution, stirring and mixing for 1.5 hours, and drying at 50 ℃ to obtain a composite flocculant; the alkalization degree of the polyaluminum ferric chloride solution is 1.5, and the molar ratio of aluminum ions to iron ions in the polyaluminum ferric chloride solution is 6: 4;
the preparation of the modified starch comprises the following steps: adding corn starch into an ethanol solution, stirring and dispersing for 10 minutes, heating to 38 ℃, adding sodium hydroxide, continuously stirring and mixing for 40 minutes, sequentially adding an isopropanol solution of monochloroacetic acid and sodium hydroxide, heating to 48 ℃, reacting for 90 minutes, adjusting the pH to be neutral by using acetic acid, washing by using ethanol until no chloride ion exists, filtering, and drying in vacuum to obtain modified starch;
the preparation of the modified adsorbent comprises the following steps: mixing activated carbon and activated clay according to a weight ratio of 10:4.5 to obtain mixed powder; adding chitosan into 1.5% acetic acid solution to obtain chitosan colloidal fluid; and adding the mixed powder into chitosan colloidal fluid, treating for 2 hours at room temperature, stirring to be pasty, vacuum drying, putting into an oven, activating for 2 hours at 300 ℃, grinding and sieving to obtain the modified adsorbent.
The content of fluorine ions in the high-fluorine wastewater treated by the neutralization process is 80.83mg/L, and after the defluorination process is adopted, the content of fluorine ions is 1.25 mg/L.
The above is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and various modifications and changes will occur to those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (8)

1. A defluorination process for washing smelting flue gas wastewater is characterized by comprising the following steps:
step S10, conveying the high-fluorine wastewater treated by the neutralization process from the intermediate tank of the neutralization process to a primary reaction tank through a pump, adding aluminum sulfate into the primary reaction tank, and carrying out reaction treatment for 3-6 hours;
step S20, overflowing the liquid in the primary reaction tank into an oxidation tank, adding polymeric ferric sulfate, and fully reacting the polymeric ferric sulfate with the wastewater under the stirring effect;
step S30, overflowing the liquid in the oxidation tank to a secondary reaction tank, adding calcium hydroxide into the secondary reaction tank, and adjusting the pH value of the solution to 7.5;
and step S40, overflowing the liquid in the secondary reaction tank to a thickener for solid-liquid separation, pumping the supernatant of the thickener to a Siene filter after passing through an overflow weir, and overflowing to a treatment station at the tail end of a pit of an adjusting tank to finish the defluorination of the wastewater.
2. The process of claim 1, wherein in step S10, the addition amount of aluminum sulfate is 0.5 g/L-2 g/L.
3. The process of claim 1, wherein in step S20, the amount of polymeric ferric sulfate added is 0.8 g/L-3.5 g/L.
4. The process of claim 1, wherein in step S40, a flocculating agent is added before the liquid overflows to the thickener.
5. The process for defluorinating waste water from washing metallurgical off-gas according to claim 4, wherein the flocculant is a PAM flocculant having a molecular weight of 800-1800 ten thousand.
6. The process for removing fluorine from waste water generated by washing metallurgical off-gas according to claim 4, wherein the flocculating agent is a composite flocculating agent; the preparation method of the composite flocculant comprises the following steps: dissolving aluminum chloride in water, heating to 45 ℃, stirring and mixing, dropwise adding a sodium hydroxide solution with the concentration of 0.35-0.55 mol/L, and reacting for 1 hour to obtain polyaluminum chloride; adding an aqueous solution of ferric chloride hexahydrate into polyaluminum chloride, continuously reacting for 6-8 hours, and curing for 24 hours to obtain a polyaluminum ferric chloride solution; adding 200 parts of modified starch into water, stirring and dispersing at 45 ℃, adding 150-350 parts of polyaluminum ferric chloride solution, stirring and mixing for 1-2 hours, and drying at 50 ℃ to obtain the composite flocculant.
7. The defluorination process for washing smelting flue gas wastewater according to claim 6, wherein the alkalization degree of the polyaluminum ferric chloride solution is 1.5, and the molar ratio of aluminum ions to iron ions in the polyaluminum ferric chloride solution is (5-7): (3-5).
8. The process for removing fluorine from waste water generated in washing smelting flue gas of claim 6, wherein the preparation of the modified starch comprises the following steps: adding corn starch into an ethanol solution, stirring and dispersing for 10 minutes, heating to 38 ℃, adding sodium hydroxide, continuously stirring and mixing for 30-50 minutes, sequentially adding an isopropanol solution of monochloroacetic acid and sodium hydroxide, heating to 45-50 ℃, reacting for 60-120 minutes, adjusting the pH value to be neutral by using acetic acid, washing by using ethanol until no chloride ion exists, filtering, and drying in vacuum to obtain the modified starch.
CN202110533320.3A 2021-05-17 2021-05-17 Defluorination process for washing smelting flue gas wastewater Pending CN113200624A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110533320.3A CN113200624A (en) 2021-05-17 2021-05-17 Defluorination process for washing smelting flue gas wastewater

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110533320.3A CN113200624A (en) 2021-05-17 2021-05-17 Defluorination process for washing smelting flue gas wastewater

Publications (1)

Publication Number Publication Date
CN113200624A true CN113200624A (en) 2021-08-03

Family

ID=77031541

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110533320.3A Pending CN113200624A (en) 2021-05-17 2021-05-17 Defluorination process for washing smelting flue gas wastewater

Country Status (1)

Country Link
CN (1) CN113200624A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117303536A (en) * 2023-11-29 2023-12-29 河北协同水处理技术有限公司 Coking wastewater liquid defluorinating agent and preparation method and application thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10230282A (en) * 1997-02-17 1998-09-02 Japan Organo Co Ltd Treatment of fluorine-containing waste water
CN102276034A (en) * 2011-07-19 2011-12-14 上海电力学院 Process method for removing fluorides in high concentrations of fluoride-containing wastewater from thermal power plant
CN106348410A (en) * 2016-09-23 2017-01-25 昆明理工大学 Preparation method of flocculant
CN111573901A (en) * 2020-05-29 2020-08-25 赛恩斯环保股份有限公司 Method for treating fluorine-containing wastewater

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10230282A (en) * 1997-02-17 1998-09-02 Japan Organo Co Ltd Treatment of fluorine-containing waste water
CN102276034A (en) * 2011-07-19 2011-12-14 上海电力学院 Process method for removing fluorides in high concentrations of fluoride-containing wastewater from thermal power plant
CN106348410A (en) * 2016-09-23 2017-01-25 昆明理工大学 Preparation method of flocculant
CN111573901A (en) * 2020-05-29 2020-08-25 赛恩斯环保股份有限公司 Method for treating fluorine-containing wastewater

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
刘世磊, 中国优秀硕士学位论文全文数据库 工程科技Ⅰ辑 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117303536A (en) * 2023-11-29 2023-12-29 河北协同水处理技术有限公司 Coking wastewater liquid defluorinating agent and preparation method and application thereof
CN117303536B (en) * 2023-11-29 2024-02-20 河北协同水处理技术有限公司 Coking wastewater liquid defluorinating agent and preparation method and application thereof

Similar Documents

Publication Publication Date Title
CN102730885B (en) Efficient flocculent precipitate purification method for polymetallic ore benefication wastewater
CN111302465B (en) Novel liquid defluorination medicament and preparation method and application thereof
JP5170461B2 (en) Treatment of selenium-containing wastewater
CN111573806A (en) Deep fluorine removal agent and preparation method and application thereof
CN107140763A (en) A kind of processing method of the good mercury-containing waste water of applicability
CN114133007A (en) Deep defluorination medicament and use method thereof
CN113401996A (en) Water treatment defluorination medicament and preparation method thereof
CN113200624A (en) Defluorination process for washing smelting flue gas wastewater
CN1104384C (en) Control method of waste water containing chromium
CN110590011A (en) Stepped deep purification method for low-concentration arsenic-containing wastewater
CN113955873A (en) Water treatment defluorinating agent suitable for micro-polluted raw water and preparation and use methods thereof
CN114275868A (en) Heavy metal targeted remover and preparation method and application thereof
CN112158932B (en) Magnetic zero-valent iron polyaluminum chloride composite flocculant and preparation method and application thereof
CN110306057B (en) Stainless steel pickling wastewater recycling treatment method
CN108101184A (en) A kind of sewage-treating agent and preparation method thereof
CN115849539A (en) Fluorine removal agent and preparation method and application thereof
CN104118925A (en) Composite high-efficiency inorganic coagulant
CN114590879A (en) Defluorination agent, preparation method of defluorination agent and method for treating fluorine-containing mine water
CN114853134A (en) Composite polyaluminum ferric chloride water purifying agent and preparation method thereof
CN110759511B (en) Treatment method of gun black tin-nickel alloy electroplating wastewater
CN205170544U (en) Get rid of SS, fluoride, sulphate, arsenate and COD's of high concentration in desulfurization waste water processing apparatus simultaneously
CN104402147A (en) Technology for recycling low-calcium and low-chlorine purified water
CN111039370A (en) Composite flocculant and preparation method and application thereof
CN218146198U (en) Treatment device for industrial fluorine-containing wastewater
CN115259441B (en) Process for removing arsenic in waste acid

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20210803