MD4103C1 - The method of wastewater treatment from ion fluoride - Google Patents

The method of wastewater treatment from ion fluoride Download PDF

Info

Publication number
MD4103C1
MD4103C1 MDA20100120A MD20100120A MD4103C1 MD 4103 C1 MD4103 C1 MD 4103C1 MD A20100120 A MDA20100120 A MD A20100120A MD 20100120 A MD20100120 A MD 20100120A MD 4103 C1 MD4103 C1 MD 4103C1
Authority
MD
Moldova
Prior art keywords
treatment
fluoride
aluminum
galvanic
eluate
Prior art date
Application number
MDA20100120A
Other languages
Romanian (ro)
Russian (ru)
Other versions
MD4103B1 (en
Inventor
Ольга КОВАЛЁВА
Виктор КОВАЛЁВ
Original Assignee
Государственный Университет Молд0
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 Государственный Университет Молд0 filed Critical Государственный Университет Молд0
Priority to MDA20100120A priority Critical patent/MD4103C1/en
Publication of MD4103B1 publication Critical patent/MD4103B1/en
Publication of MD4103C1 publication Critical patent/MD4103C1/en

Links

Landscapes

  • Removal Of Specific Substances (AREA)
  • Treatment Of Water By Ion Exchange (AREA)

Abstract

The invention relates to processes for waste water treatment and environmental protection, namely to a process for waste water treatment from fluoride ions.The process, according to the invention, provides for the galvanocoagulative treatment of waste waters upon the abrasive mechanical action using a galvanic pair aluminum/carbonic material with the addition of corundum as abrasive material and subsequent separation of the formed sediment, at the same time prior to treatment in the waste waters is additionally introduced an eluate, which is formed during the regeneration of ion-exchange resins with sodium chloride, after the water softening. The eluate is introduced according to the following calculation, 2...4 mg-equiv. of calcium and magnesium cations per 1 mg of removed fluoride, and the galvanocoagulation process is carried out at a pH of 4.6...5.0 during 8...10 min.The result is to increase the efficiency and productivity of the process for fluoride removal from waste waters, as well as reduce the cost of the process.

Description

Invenţia se referă la procedeele de epurare a apelor reziduale şi de protecţie a mediului ambiant, şi anume la un procedeu de epurare a apelor reziduale de ioni de fluorură. The invention relates to waste water purification processes and environmental protection, namely to a fluoride ion waste water purification process.

Procedeul poate fi aplicat în producţiile galvano-chimice, tehnologiile de prelucrare a vaselor/buteliilor de sticlă pentru asigurarea purităţii ecologice a acestor producţii. The process can be applied in galvano-chemical productions, the processing technologies of glass vessels/bottles to ensure the ecological purity of these productions.

Este cunoscut procedeul de epurare a apelor uzate de ioni de fluorură, care include tratarea prin coagulare galvanică cu utilizarea cuplului electrochimic fier sau aluminiu/cocs şi sedimentarea ulterioară a nămolului format [1]. The process of purifying wastewater from fluoride ions is known, which includes treatment by galvanic coagulation using the iron or aluminum/coke electrochemical couple and the subsequent sedimentation of the formed sludge [1].

Însă acest procedeu este puţin eficient la epurarea apelor uzate cu conţinut de fluoruri şi necesită o durată lungă de tratare, până la 24 ore. However, this procedure is not very effective in purifying wastewater containing fluorides and requires a long treatment time, up to 24 hours.

De asemenea, este cunoscut procedeul de eliminare cu reactivi a fluorului prin intermediul hidroxidului de magneziu cu adaos de var [2]. The process of removing fluorine with reagents by means of magnesium hydroxide with the addition of lime is also known [2].

Însă şi acest procedeu este puţin eficient pentru epurarea apelor uzate cu conţinut înalt de poluanţi din cauza consumului înalt de reactivi şi necesităţii de dozare a acestora cu mare precizie, precum şi datorită complexităţii lui şi dificultăţii de operare. But even this process is not very effective for the purification of wastewater with a high content of pollutants due to the high consumption of reagents and the need to dose them with great precision, as well as due to its complexity and the difficulty of operation.

Cea mai apropiată soluţie este procedeul de epurare a apelor uzate de ionii de fluorură, care include tratarea lor prin coagulare galvanică cu utilizarea cuplului electrochimic aluminiu/cărbune activ cu adaos de material inert abraziv şi sedimentarea ulterioară a nămolului format [3]. The closest solution is the fluoride ions wastewater treatment process, which includes their treatment by galvanic coagulation with the use of the aluminum/activated carbon electrochemical couple with the addition of abrasive inert material and the subsequent sedimentation of the formed sludge [3].

Însă acest procedeu este acceptabil pentru eliminarea fluorului din apele naturale cu conţinut limitat al ionilor de fluorură, iar procesul de epurare a apelor uzate cu conţinut înalt de fluor este insuficient de stabil din cauza solubilităţii electrochimice a aluminiului rezultată din susceptibilitatea înaltă la pasivarea suprafeţei electrozilor. Afară de aceasta, conţinutul sporit de ioni de fluorură în apele uzate necesită un consum sporit de aluminiu, care constituie până la 3...5 g la 1 g de fluor eliminat. But this process is acceptable for the removal of fluoride from natural waters with a limited content of fluoride ions, and the process of purifying wastewater with a high content of fluoride is insufficiently stable due to the electrochemical solubility of aluminum resulting from the high susceptibility to the passivation of the electrode surface. Apart from this, the increased content of fluoride ions in wastewater requires an increased consumption of aluminum, which constitutes up to 3...5 g per 1 g of removed fluoride.

Problema pe care o soluţionează invenţia constă în creşterea eficienţei şi a randamentului procesului de eliminare a fluorului din apele uzate cu conţinut înalt de poluanţi, reducerea consumului specific de aluminiu cu ieftinirea concomitentă a procesului din contul utilizării deşeurilor industriale. The problem that the invention solves consists in increasing the efficiency and yield of the process of removing fluorine from wastewater with a high content of pollutants, reducing the specific consumption of aluminum with the simultaneous cheapening of the process due to the use of industrial waste.

Procedeul propus de epurare a apelor uzate de ionii de fluorură prevede tratarea acestora prin coagulare galvanică la acţiunea mecanică abrazivă cu utilizarea unui cuplu galvanic aluminiu/material carbonic cu adaos de corindon în calitate de material abraziv şi separarea ulterioară a sedimentului format, totodată, prealabil tratării, în apele uzate se introduce suplimentar un eluat, care se formează la regenerarea răşinilor schimbătoare de ioni cu clorură de sodiu, după dedurizarea apei. Totodată, eluatul se introduce reieşind din următorul calcul, 2…4 mg-echiv. de cationi de calciu şi magneziu la 1 mg de fluor eliminat, iar procesul de coagulare galvanică se efectuează la un pH de 4,6…5,0 în decurs de 8…10 min. The proposed procedure for the purification of wastewater from fluoride ions provides for their treatment by galvanic coagulation to abrasive mechanical action with the use of an aluminum galvanic couple/carbon material with the addition of corundum as an abrasive material and the subsequent separation of the sediment formed, at the same time, prior to treatment , an eluate is additionally introduced into the waste water, which is formed during the regeneration of ion exchange resins with sodium chloride, after softening the water. At the same time, the eluate is introduced based on the following calculation, 2...4 mg-equiv. of calcium and magnesium cations per 1 mg of eliminated fluorine, and the galvanic coagulation process is carried out at a pH of 4.6...5.0 within 8...10 min.

Rezultatul constă în majorarea eficienţei şi a randamentului procesului de eliminare a fluorului din apele reziduale, precum şi în ieftinirea lui. The result consists in increasing the efficiency and yield of the process of removing fluoride from waste water, as well as making it cheaper.

Rezultatul este condiţionat de faptul, că eluaţii introduşi în apele uzate supuse epurării conţin o cantitate mare de compuşi ai magneziului şi calciului, iar aceasta duce la formarea fluorurilor greu solubile ale acestor metale, iar conţinutul în componenţa eluaţilor a ionilor activi de clor înlesneşte preîntâmpinarea pasivizării suprafeţei particulelor de aluminiu metalic polarizate anodic şi solubilizarea lor eficientă la contactarea cu particulele de cărbune polarizate catodic. The result is conditioned by the fact that the eluates introduced into the wastewater undergoing purification contain a large amount of magnesium and calcium compounds, and this leads to the formation of hardly soluble fluorides of these metals, and the content of the active chlorine ions in the eluates facilitates the prevention of passivation of the surface of the anodically polarized metallic aluminum particles and their efficient solubilization upon contact with the cathodically polarized coal particles.

Compuşii de magneziu şi calciu sunt permanent prezenţi în apele subterane şi condiţionează duritatea lor. Pentru dedurizarea apei se utilizează foarte larg procedeul de cationizare cu sodiu, care se bazează pe absorbţia selectivă a bicarbonaţilor de calciu şi magneziu ale acestor elemente pe cationiţi conform reacţiei: Magnesium and calcium compounds are permanently present in underground waters and condition their hardness. To soften water, the cationization process with sodium is widely used, which is based on the selective absorption of calcium and magnesium bicarbonates of these elements on cations according to the reaction:

2[Cat]Na+Me(HCO3)2 = [Cat]2Me+2NaHCO3, 2[Cat]Na+Me(HCO3)2 = [Cat]2Me+2NaHCO3,

în care Me sunt ionii de Ca2+ şi Mg2+. where Me are Ca2+ and Mg2+ ions.

Regenerarea cationului, după epuizarea capacităţii lor de schimb ionic, se efectuează cu soluţie de 8...10% de sare de bucătărie NaCl: Regeneration of the cation, after the exhaustion of their ion exchange capacity, is carried out with a solution of 8...10% table salt NaCl:

[Cat]2Me + 2NaCl = 2[Cat]Na + MeCl2. [Cat]2Me + 2NaCl = 2[Cat]Na + MeCl2.

În urma acestei operaţii se formează eluaţi, care conţin, în funcţie de componenţa apei brute, 10...15 g/l de ioni de Mg2+ şi 25...30 g/l de ioni de Ca2+ şi, respectiv, 50...60 g/l de ioni liberi de clor. Astfel eluaţii sunt deşeuri neutilizabile de producţie, care se deversează în cantităţi importante în sistemele de canalizare ale CET, cazangeriilor mici şi mari, întreprinderilor industriale, care folosesc apă dedurizată. În acest scop se folosesc şi filtrele de absorbţie cu cărbune activ, care pe măsura epuizării capacităţii lui de absorbţie periodic este schimbat cu cărbune nou, iar cel uzat, din cauza lipsei metodelor de regenerare eficiente, de obicei, este ars. Însă el, de rând cu grafitul concasat, poate fi utilizat eficient în calitate de cuplu galvanic în procesul de coagulare electrochimică. Ajustarea pH-ului apelor uzate tratate în limitele 4,6...5,0 poate fi efectuată cu lapte de var - soluţie de Ca(OH)2 de 3...5%. Following this operation, eluates are formed, which contain, depending on the composition of the raw water, 10...15 g/l of Mg2+ ions and 25...30 g/l of Ca2+ ions and, respectively, 50.. .60 g/l of free chlorine ions. Thus eluates are unusable production waste, which are discharged in large quantities into the sewage systems of CET, small and large boiler houses, industrial enterprises, which use softened water. For this purpose, active carbon absorption filters are also used, which, as its absorption capacity is exhausted, is periodically replaced with new carbon, and the used one, due to the lack of efficient regeneration methods, is usually burned. But it, along with crushed graphite, can be used effectively as a galvanic couple in the electrochemical coagulation process. Adjusting the pH of the treated wastewater within the limits of 4.6...5.0 can be performed with milk of lime - Ca(OH)2 solution of 3...5%.

La introducerea eluaţilor care conţin o cantitate importantă de ioni de Ca şi Mg, aceştia din urmă intră în reacţie cu ioni de fluorură şi la valorile prescrise ale pH-ului, formează fluoruri greu solubile ale Ca şi Mg. În acelaşi timp, produsele de solubilitate ale acestor compuşi în apă sunt insuficiente pentru precipitarea completă a ionilor de fluorură, care devine posibilă la tratarea cu coagularea galvanică ulterioară a apei. When introducing eluates containing a significant amount of Ca and Mg ions, the latter react with fluoride ions and, at the prescribed pH values, form poorly soluble Ca and Mg fluorides. At the same time, the solubility products of these compounds in water are insufficient for the complete precipitation of fluoride ions, which becomes possible when treated with subsequent galvanic coagulation of water.

La trecerea apei prin umplutură şi la contactul aluminiului cu materialul carbonic apare un cuplu galvanic. În acest cuplu galvanic aluminiul, care posedă un potenţial electrochimic standard egal cu SA1 = -1,662 V, serveşte drept anod, pe când materialul carbonic, la care potenţialul electrochimic standard este egal cu Sc = +0,1316 V, este catod. Diferenţa mare de potenţial, care constituie în jur de 2V, asigură solubilizarea activă a aluminiului conform reacţiei: Al°-3e = Al3+. În procesul de hidratare a ionilor de aluminiu se formează hidroxid de aluminiu [Al(OH)3], precum şi un şir de alţi compuşi micşti, care la rândul lor reacţionează cu ionii de fluor, formând complecşi greu solubili de aluminofluoruri încărcaţi pozitiv de tipul {(H2O)5Al(H2O)HF}3+, [(H2O)5AlF]2+. Datorită sarcinii plasate pe suprafaţa exterioară, aceşti complecşi sunt absorbiţi pe suprafaţa hidroxidului de aluminiu, ceea ce asigură efectul de epurare a apei de fluor. When the water passes through the filling and when the aluminum comes into contact with the carbon material, a galvanic couple appears. In this galvanic couple, aluminum, which has a standard electrochemical potential equal to SA1 = -1.662 V, serves as the anode, while the carbon material, with a standard electrochemical potential equal to Sc = +0.1316 V, is the cathode. The large potential difference, which is around 2V, ensures the active solubilization of aluminum according to the reaction: Al°-3e = Al3+. In the process of hydration of aluminum ions, aluminum hydroxide [Al(OH)3] is formed, as well as a series of other small compounds, which in turn react with fluoride ions, forming poorly soluble complexes of positively charged aluminofluorides of the type {(H2O)5Al(H2O)HF}3+, [(H2O)5AlF]2+. Due to the charge placed on the outer surface, these complexes are absorbed on the surface of the aluminum hydroxide, which ensures the effect of purifying the water of fluoride.

Activarea suprafeţei aluminiului lichidează efectul specific de pasivizare a metalului şi majorează stabilitatea procesului de solubilizare galvano-chimică a aluminiului şi, respectiv, de defluorizare a apei prin impactul următorilor factori: The activation of the aluminum surface eliminates the specific passivation effect of the metal and increases the stability of the process of galvano-chemical solubilization of aluminum and, respectively, of water defluoridation through the impact of the following factors:

- activarea suprafeţei aluminiului, pentru solubilizarea şi dizolvarea electrochimică, datorită prezenţei ionilor de clor în componenţa eluaţilor introduşi proveniţi de la procesele de dedurizare a apei prin schimb de ioni; - activation of the aluminum surface, for solubilization and electrochemical dissolution, due to the presence of chlorine ions in the composition of the eluates introduced from the water softening processes through ion exchange;

- acţiunea mecanico-abrazivă a particulelor solide dispersate de corindon, care posedă proprietăţi abrazive, ceea ce contribuie la activarea mecanică a suprafeţei aluminiului datorită înlăturării de pe suprafaţa sa a compuşilor oxizi şi hidroxizi la agitarea umpluturii în timpul rotirii tamburului coagulatorului galvanic. - the mechanical-abrasive action of the solid particles dispersed by corundum, which possess abrasive properties, which contributes to the mechanical activation of the aluminum surface due to the removal of oxide and hydroxide compounds from its surface when the filling is stirred during the rotation of the galvanic coagulator drum.

Prezenţa în umplutură a cărbunele activ, care este un adsorbant natural, contribuie la adsorbţia compuşilor de fluorură de Mg şi Ca formaţi, precum şi a complecşilor aluminohidrofluoruraţi. The presence of active carbon in the filling, which is a natural adsorbent, contributes to the adsorption of the Mg and Ca fluoride compounds formed, as well as the aluminohydrofluorinated complexes.

O astfel de acţiune sumară a componentelor duce la epurarea eficientă a apelor uzate. În calitate de sursă a ionilor de aluminiu în acest procedeu se utilizează deşeuri ale aliajului de AOO, AO, D16, iar în calitate de material carbonic poate fi utilizat cărbune activ de marca BAU, ARB, ARA, ARB, precum şi grafit dispersat cu diametrul particulelor de 0,5...1,0 mm. Such a summary action of the components leads to the efficient purification of waste water. As a source of aluminum ions in this process, AOO, AO, D16 alloy waste is used, and as a carbonaceous material, BAU, ARB, ARA, ARB brand activated carbon can be used, as well as dispersed graphite with the diameter particles of 0.5...1.0 mm.

În calitate de material abraziv poate fi utilizat corindon sintetic, cu diametrul particulelor de 0,5...1,0 mm, obţinut industrial prin încălzirea amestecului de oxid de aluminiu sau a bauxitei cu cărbune în cuptorul electric cu arc, sau discuri de rectificat din corindon concasate cu dimensiunile particulelor de 1,0...3,0 mm. Synthetic corundum, with a particle diameter of 0.5...1.0 mm, obtained industrially by heating the mixture of aluminum oxide or bauxite with coal in the electric arc furnace, or grinding discs can be used as an abrasive material. from crushed corundum with particle sizes of 1.0...3.0 mm.

Procesul de coagulare galvanică poate fi realizat în coagulatoare galvanice cilindrice rotative de tip KB-1 sau alte tipuri, cu debitul apelor uzate de 1,0...1,3 m3/h şi timpul de retenţie în aparat de 5...8 min. Rotaţia cilindrului cu umplutură cu viteza de 10...15 rot/min asigură un schimb de masă a apei tratate şi contactul cuplurilor galvanice cu acţiunea mecanică abrazivă simultană asupra suprafeţei de dizolvare a aluminiului. Procesul de eliminare a fluorului din apele naturale se poate efectua în regim dinamic la un debit al fluxului de apă de 0,3...0,5 dm3/min sau în regim intermitent. După limpezirea apei tratate au loc fazele de sedimentare şi filtrare în mod obişnuit. The galvanic coagulation process can be carried out in rotating cylindrical galvanic coagulators of the KB-1 type or other types, with a wastewater flow rate of 1.0...1.3 m3/h and a retention time in the device of 5...8 min. The rotation of the cylinder with filling at the speed of 10...15 rpm ensures a mass exchange of the treated water and the contact of the galvanic couples with the simultaneous abrasive mechanical action on the aluminum dissolution surface. The process of removing fluoride from natural waters can be carried out in dynamic mode at a water flow rate of 0.3...0.5 dm3/min or in intermittent mode. After the clarification of the treated water, the sedimentation and filtration phases take place in the usual way.

În aşa mod se obţine sporirea eficienţei şi a productivităţii procesului de defluorizare a apelor uzate concomitent cu ieftinirea lui din contul utilizării deşeurilor industriale. In this way, the efficiency and productivity of the waste water defluoridation process is increased simultaneously with its cheapening due to the use of industrial waste.

Exemplu Example

În apele uzate de la mătuirea buteliilor de sticlă ce conţin 78 mg/l de ioni de fluorură s-au introdus eluaţi ai răşinilor schimbătoare de ioni, care conţineau compuşi ai Mg şi Ca în cantitate sumară de 3 mg-echiv/l la 1 mg de fluor eliminat, corectându-se pH-ul până la 5,0, iar mai apoi acestea au fost trecute printr-un coagulator galvanic, încărcat cu deşeuri de talaş de aluminiu marca D16 de la procesele de frezare mecanică amestecate cu grafit dispersat şi cărbune activ cu gradul de dispersare de 0,5...1,0 mm, corindon sub formă de deşeuri abrazive concasate cu fracţia particulelor fărâmiţate de 1,0...3,0 mm în raport de greutate (% mas.): 55 : 25 : 5, la viteza de rotaţie a coagulatorului galvanic de 15 rot/min. După aceasta apa a fost decantată şi filtrată. In the waste water from the washing of glass bottles containing 78 mg/l of fluoride ions, eluates of the ion-exchange resins were introduced, which contained Mg and Ca compounds in a total amount of 3 mg-equiv/l to 1 mg of fluorine removed, correcting the pH to 5.0, and then they were passed through a galvanic coagulator, loaded with D16 aluminum sawdust waste from mechanical milling processes mixed with dispersed graphite and coal active with the degree of dispersion of 0.5...1.0 mm, corundum in the form of crushed abrasive waste with the fraction of crushed particles of 1.0...3.0 mm in weight ratio (% wt.): 55 : 25 : 5, at the rotation speed of the galvanic coagulator of 15 rpm. After this, the water was decanted and filtered.

Determinarea ionilor de fluorură s-a efectuat cu ajutorul electrodului ionselectiv de marca EE-U1 cu electrod de comparaţie de argint clorurat la un pH-metru de marca pH-121. Au fost determinate gradul de epurare a apei de ioni de fluorură, consumul specific de aluminiu pentru 1 mg de fluor eliminat şi consumul de energie electrică. The determination of fluoride ions was carried out using the EE-U1 brand ion-selective electrode with a chlorinated silver comparison electrode to a pH-121 brand pH-meter. The degree of water purification of fluoride ions, the specific consumption of aluminum for 1 mg of fluoride removed and the consumption of electricity were determined.

Rezultatele sunt prezentate în tabel. The results are presented in the table.

Tabel Table

Nr. crt. Indicatorii procesului În condiţiile procedeului propus În condiţiile celei mai apropiate soluţii 1. Consumul specific de aluminiu, g Al/g fluor eliminat 2,5 12,5 2. Timpul de contact al apei tratate în coagulatorul galvanic, min 7 20 3. Gradul de epurare a apei de ionii de fluorură, % 98,5 75,3 No. crt. Process indicators Under the conditions of the proposed process Under the conditions of the closest solution 1. Specific aluminum consumption, g Al/g fluorine removed 2.5 12.5 2. Contact time of the treated water in the galvanic coagulator, min 7 20 3. Degree of water purification of fluoride ions, % 98.5 75.3

Cum se vede din datele prezentate în tabel, procesul de epurare a apelor uzate cu conţinut ridicat de ioni de fluorură în condiţiile propuse se caracterizează printr-un consum specific de aluminiu de 5 ori mai mic în raport cu condiţiile celei mai apropiate soluţii, iar gradul de epurare este cu 23,2% mai mare. Concentraţia reziduală a ionilor de fluorură în apa uzată epurată constituie 1,17 mg/l, ce corespunde cerinţelor pentru deversare în canalizarea publică şi la staţia de epurare biologică. Concomitent a fost redus timpul de retenţie în coagulatorul galvanic a apei tratate aproape de 3 ori, ceea ce permite majorarea productivităţii procesului. As can be seen from the data presented in the table, the wastewater treatment process with a high content of fluoride ions under the proposed conditions is characterized by a specific consumption of aluminum 5 times lower in relation to the conditions of the closest solution, and the degree of treatment is 23.2% higher. The residual concentration of fluoride ions in the treated wastewater is 1.17 mg/l, which corresponds to the requirements for discharge into the public sewer and at the biological treatment station. At the same time, the retention time in the galvanic coagulator of the treated water was reduced almost 3 times, which allows to increase the productivity of the process.

1. Чаитурия В.А., Солженкин П.М. Галванохимические методы очистки техногенных вод. Москва, Академкнига, 2005, с.75 1. Chaituriya V.A., Solzhenkin P.M. Galvanokhimicheskie methods of cleaning technogenic waters. Moscow, Akademkniga, 2005, p.75

2. Кульский А.Л. Теоретические основы и технология кондиционирования воды. Киев, Наукова Думка, 1980, с. 495-496 2. Kulsky A.L. Theoretical foundations and water conditioning technology. Киев, Наукова Думка, 1980, p. 495-496

3. MD 1760 G2 2001.10.31 3. MD 1760 G2 2001.10.31

Claims (1)

Procedeu de epurare a apelor reziduale de ioni de fluorură, care prevede tratarea acestora prin coagulare galvanică la acţiunea mecanică abrazivă cu utilizarea unui cuplu galvanic aluminiu/material carbonic cu adaos de corindon în calitate de material abraziv şi separarea ulterioară a sedimentului format, caracterizat prin aceea că prealabil tratării în apele uzate se introduce suplimentar un eluat, care se formează la regenerarea răşinilor schimbătoare de ioni cu clorură de sodiu, după dedurizarea apei, totodată eluatul se introduce reieşind din următorul calcul, 2…4 mg-echiv. de cationi de calciu şi magneziu la 1 mg de fluor eliminat, iar procesul de coagulare galvanică se efectuează la un pH de 4,6…5,0 în decurs de 8…10 min.Fluoride ions waste water purification process, which provides for their treatment by galvanic coagulation to abrasive mechanical action with the use of an aluminum/carbon material galvanic couple with the addition of corundum as an abrasive material and the subsequent separation of the formed sediment, characterized by that that prior to treatment, an eluate is additionally introduced into the waste water, which is formed during the regeneration of the ion-exchange resins with sodium chloride, after softening the water, at the same time, the eluate is introduced based on the following calculation, 2...4 mg-equiv. of calcium and magnesium cations per 1 mg of eliminated fluorine, and the galvanic coagulation process is carried out at a pH of 4.6...5.0 within 8...10 min.
MDA20100120A 2010-10-25 2010-10-25 The method of wastewater treatment from ion fluoride MD4103C1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
MDA20100120A MD4103C1 (en) 2010-10-25 2010-10-25 The method of wastewater treatment from ion fluoride

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
MDA20100120A MD4103C1 (en) 2010-10-25 2010-10-25 The method of wastewater treatment from ion fluoride

Publications (2)

Publication Number Publication Date
MD4103B1 MD4103B1 (en) 2011-03-31
MD4103C1 true MD4103C1 (en) 2011-10-31

Family

ID=45815060

Family Applications (1)

Application Number Title Priority Date Filing Date
MDA20100120A MD4103C1 (en) 2010-10-25 2010-10-25 The method of wastewater treatment from ion fluoride

Country Status (1)

Country Link
MD (1) MD4103C1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103880134B (en) * 2014-03-14 2016-06-15 河海大学 A kind of novel all-in-one Removal of Fluorine From Underground Water device
JPWO2019093251A1 (en) * 2017-11-10 2020-12-10 日本ゼオン株式会社 Recycling method and reclaiming device for cleaning solvent composition, and cleaning method and cleaning system for objects to be cleaned

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB569307A (en) * 1942-06-24 1945-05-17 Resinous Prod & Chemical Co Removal of fluorine from water
MD1760G2 (en) * 1999-04-08 2002-03-31 Государственный Университет Молд0 Process for defluorination of natural water

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB569307A (en) * 1942-06-24 1945-05-17 Resinous Prod & Chemical Co Removal of fluorine from water
MD1760G2 (en) * 1999-04-08 2002-03-31 Государственный Университет Молд0 Process for defluorination of natural water

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
А.Л. Теоретические основы и технология кондиционирования воды. Киев, Наукова Думка, 1980, с. 495-496 *
В.А., Солженкин П.М. Галванохимические методы очистки техногенных вод. Москва, Академкнига, 2005, с.75 *
Кульский А.Л. Теоретические основы и технология кондиционирования воды. Киев, Наукова Думка, 1980, с. 495-496 *
Чаитурия В.А., Солженкин П.М. Галванохимические методы очистки техногенных вод. Москва, Академкнига, 2005, с.75 *

Also Published As

Publication number Publication date
MD4103B1 (en) 2011-03-31

Similar Documents

Publication Publication Date Title
CN104445095B (en) A kind of method of smelting dirty acid purification
UA123164C2 (en) Molten-salt chlorinated-slag resource processing method
CN105126742B (en) A kind of method using modified kaolin sorbent treatment fluoride waste
CN1225075A (en) Process for preparing pure alkali and/or ammonium tungstate solutions
US4207152A (en) Process for the purification of alkali metal chloride brines
CN112391642A (en) Method for preparing sodium hydroxide and potassium hydroxide by using municipal solid waste incineration fly ash
CN114149099A (en) Deep defluorination process for treating wastewater by wet method of aluminum electrolysis cell overhaul slag
CN113707352B (en) Method for treating radioactive comprehensive wastewater
MD4103C1 (en) The method of wastewater treatment from ion fluoride
CN110106356A (en) A kind of method of powder-type titanium system's ion-exchanger separation Lithium from Salt Lake Brine
EP0515686A1 (en) Method of water purification
CN104882185B (en) The flocculant and its application method of radioactive element in a kind for the treatment of sewage
RU2001118335A (en) The method of water treatment
CN103601311A (en) Method for removing fluorine, phosphor, and arsenic from tungsten ion exchange wastewater
RU2743210C1 (en) Method of water activation
CN104928482A (en) Method for improving filtration performance of zinc oxide leaching liquid
CN105329974B (en) A kind of method that fluorine is reclaimed from fluoride waste
CN116832793A (en) Industrial wastewater adsorbent and preparation method thereof
CN110302747B (en) Method for synchronously purifying arsenic ions and fluorine ions in industrial wastewater by mining stripped waste rocks
JP4277375B2 (en) Indium recovery and purification
CN111732176A (en) Defluorination flocculant for filtering out fluorine ions in frosting waste liquid and use method thereof
Busarev et al. Chromium-containing wastewater treatment by means of using galvanocoagulators
CN115105857A (en) Purifying treatment agent and purifying method for tributyl phosphate waste organic phase
JP2002086139A (en) Water treatment method, water treatment agent and method of regenerating water treatment agent
CN104261606B (en) Method for adsorbing and purifying high-concentration brine by using solid alkali

Legal Events

Date Code Title Description
FG4A Patent for invention issued
MM4A Patent for invention definitely lapsed due to non-payment of fees