CN108585280B - Treatment process of chromium-copper-nickel-containing wastewater - Google Patents

Treatment process of chromium-copper-nickel-containing wastewater Download PDF

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CN108585280B
CN108585280B CN201810468211.6A CN201810468211A CN108585280B CN 108585280 B CN108585280 B CN 108585280B CN 201810468211 A CN201810468211 A CN 201810468211A CN 108585280 B CN108585280 B CN 108585280B
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chromium
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CN108585280A (en
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焦伟丽
何辉
曹志
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DONGGUAN SANRENXING ENVIRONMENTAL TECHNOLOGY CO LTD
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    • 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
    • C02F1/52Treatment 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
    • C02F1/70Treatment of water, waste water, or sewage by reduction
    • 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
    • C02F1/72Treatment of water, waste water, or sewage by oxidation
    • C02F1/722Oxidation by peroxides
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    • 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
    • C02F2103/16Nature of the water, waste water, sewage or sludge to be treated from metallurgical processes, i.e. from the production, refining or treatment of metals, e.g. galvanic wastes
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    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2301/00General aspects of water treatment
    • C02F2301/08Multistage treatments, e.g. repetition of the same process step under different conditions
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2305/00Use of specific compounds during water treatment
    • C02F2305/02Specific form of oxidant
    • C02F2305/026Fenton's reagent

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  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
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Abstract

The invention belongs to the technical field of wastewater treatment, and particularly relates to a treatment process for chromium-copper-nickel-containing wastewater, which comprises the following steps: the method comprises the following steps of primary Fenton oxidation, chromium reduction, primary copper and nickel chromium removal, primary coagulating sedimentation, secondary copper and nickel chromium removal, secondary coagulating sedimentation, secondary Fenton oxidation, deep purification and tertiary coagulating sedimentation.

Description

Treatment process of chromium-copper-nickel-containing wastewater
Technical Field
The invention belongs to the technical field of wastewater treatment, and particularly relates to a treatment process of chromium-copper-nickel-containing wastewater.
Background
The wastewater generated in the electroplating industry generally contains various heavy metals such as Cu, Ni and Cr, and the heavy metals are high in content, turbidity and salt content, and the nickel exists in a complex state, so that the wastewater containing Cu, Ni and Cr is processed more complexly and is difficult to reach the discharge standard.
Patent 200810052298.5 discloses a method for treating waste water from electroplating, which mainly uses chemical precipitation method, wherein cyanide-containing waste water is broken, chromium-containing waste water is reduced by chromium, then the cyanide-containing waste water and the comprehensive waste water are treated by adjusting pH value and adding coagulant, polymer coagulant aid and the like to remove metal ions, suspended matters and COD.
Patent 201510940747.X discloses a method for treating comprehensive electroplating wastewater, which removes metals by online adding high sodium ferrite for oxidative decomplexation and twice flocculation, and although the treatment system is simple and the input cost is low, the wastewater containing various heavy metals such as Cu, Ni and Cr, especially the nickel-containing wastewater existing in a complex state, is extremely difficult to reach the discharge standard.
Disclosure of Invention
In order to overcome the defects and shortcomings in the prior art, the invention aims to provide a treatment process of chromium-copper-nickel-containing wastewater, which is simple and easy to control and can treat wastewater simultaneously containing heavy metals such as Cu, Ni, Cr and the like, so that the concentration of various heavy metals such as Cu, Ni, Cr and the like existing in a complex state in the wastewater is less than 0.1 ppm.
The purpose of the invention is realized by the following technical scheme: a treatment process of chromium-copper-nickel-containing wastewater comprises the following steps:
(1) primary Fenton oxidation: adding acid liquor into the wastewater to adjust the pH value to 3.5-4, then adding a Fenton reagent, and adjusting the ORP value to 650-750mv for oxidation and decomplexation;
(2) and (3) chromium reduction: adding a reducing agent into the wastewater after oxidation and decomplexing to reduce hexavalent chromium into trivalent chromium;
(3) first-stage copper and nickel removal: adding alkali liquor into the wastewater after the chromium reduction to adjust the pH value to 10-10.5, and then adding a vulcanization precipitator to carry out a vulcanization reaction;
(4) primary coagulating sedimentation: adding polyaluminium and polyacrylamide into the wastewater after the primary copper and nickel chromium removal for coagulation, wherein the mass percentage concentration of the polyaluminium in the wastewater is 1-2%, and the mass percentage concentration of the polyacrylamide in the wastewater is 0.2-0.8%, and performing mud-water separation on the wastewater after the primary coagulation reaction;
(5) secondary copper and nickel removal: adjusting the pH value of the wastewater after the first-stage precipitation to 11.0-11.5, and then vulcanizing a precipitator to perform a vulcanization reaction;
(6) secondary coagulating sedimentation: adding polyaluminium and polyacrylamide into the wastewater after the secondary copper and nickel chromium removal for coagulation and mud-water separation, wherein the mass percentage concentration of the polyaluminium in the wastewater is 1-2%, and the mass percentage concentration of the polyacrylamide in the wastewater is 0.2-0.8%;
(7) and (3) secondary Fenton oxidation: adjusting the pH value of the wastewater after the secondary coagulation sedimentation to 3.5-4.5, performing Fenton oxidation, controlling the ORP at 600-700mv, and reacting for 1.5-2.5 hours;
(8) deep purification: adjusting the pH value to 9-10, and adding a purifying agent which can perform a chelation reaction with nickel into the wastewater after the secondary Fenton oxidation for nickel removal and deep purification;
(9) third-stage coagulating sedimentation: adding polyaluminium and polyacrylamide into the wastewater after deep purification for coagulation, and precipitating after coagulation, wherein the mass percent concentration of the polyaluminium in the wastewater is 1-3%, and the mass percent concentration of the polyacrylamide in the wastewater is 0.3-1%.
The invention simply enables the wastewater containing chromium, copper and nickel to be deeply purified simultaneously through the mutual matching of two times of Fenton oxidation, one time of chromium reduction, two times of copper and nickel removal, one time of deep purification of nickel and three times of coagulating sedimentation, finally enables the concentration of heavy metal in the discharged wastewater to be less than 0.1ppm, has low treatment cost, carries out oxidation and decomplexing through one time of Fenton reaction, then carries out chromium reduction, reduces hexavalent chromium into trivalent chromium to achieve the aim of chromium removal, carries out two times of vulcanization and two times of sedimentation on the wastewater to remove copper and most of nickel, and then carries out Fenton oxidation and deep purification nickel treatment, saves the using amount of a medicament while deeply removing copper and nickel, in addition, no concentrated water is generated in the whole treatment process, the concentration of heavy metal in the discharged water is less than 0.1ppm and far exceeds the national discharge standard requirement, and provides an aftercare treatment process for enterprises.
Further, the molar ratio of the ferrous sulfate to the hydrogen peroxide in the step (1) is 1: 10-15.
The molar ratio of the ferrous sulfate to the hydrogen peroxide in the step (1) is 1: 10-15, on one hand, the oxidation atmosphere in the wastewater is strengthened, the oxidation time is effectively shortened, and on the other hand, the hypophosphorous acid and phosphorous in the chemical nickel wastewater can be effectively removed.
Further, the reducing agent in the step (2) is sodium metabisulfite.
According to the invention, hexavalent chromium is reduced to trivalent chromium by using sodium metabisulfite, and the pH value is low during hydrolysis of the trivalent chromium, so that the pH value does not need to be adjusted in the process, treatment agents and treatment procedures are effectively saved, the wastewater treatment efficiency can be effectively improved, and the sodium metabisulfite has strong reducibility and low toxicity and is safer during use.
Further, the mass percentage concentration of the sodium metabisulfite is 3-5%.
Further, the concentration of the sodium sulfide in the wastewater in the step (3) and the step (5) is 2-4% by mass.
Further, the purifying agent in the step (8) is a mixture of 5-methyl-2-mercaptobenzyl alcohol and 5-methyl-2-mercaptobenzoic acid.
Further, in the step (8), the molar ratio of the 5-methyl-2-mercaptobenzyl alcohol to the 5-methyl-2-mercaptobenzoic acid is 1: 1-3.
Further, in the step (8), the concentration of the mixture of the 5-methyl-2-mercaptobenzyl alcohol and the 5-methyl-2-mercaptobenzoic acid in the wastewater is 1-4 per thousand in percentage by mass.
The invention has the beneficial effects that: the treatment process provided by the invention has the advantages that through the mutual cooperation of twice Fenton oxidation, once chromium reduction, twice copper and nickel removal, once deep purification of nickel and three times of coagulating sedimentation, the wastewater containing chromium, copper and nickel is deeply purified at the same time, and finally the concentration of heavy metal in the discharged water is less than 0.1ppm, the wastewater reaches the standard and is low in treatment cost.
Drawings
FIG. 1 is a process flow diagram of the present invention.
Detailed Description
In order to facilitate understanding of those skilled in the art, the present invention will be further described with reference to the following examples and fig. 1, which are not intended to limit the present invention.
Example 1
A treatment process of chromium-copper-nickel-containing wastewater comprises the following steps:
(1) performing primary Fenton oxidation, adding acid liquor into the wastewater to adjust the pH value to 3.5, then adding a Fenton reagent consisting of ferrous sulfate and hydrogen peroxide, adjusting the ORP value to 650mv to perform oxidation and complex breaking, and reacting for 1.5 hours;
(2) reducing chromium, namely adding a reducing agent into the wastewater after oxidation and complex breaking to reduce hexavalent chromium into trivalent chromium;
(3) removing copper and nickel and chromium at the first stage, adding alkali liquor into the wastewater after chromium reduction to adjust the pH value to 10, and then adding 2% of sodium sulfide for carrying out vulcanization reaction for 2 hours;
(4) performing primary coagulation sedimentation, namely adding polyaluminium with the mass percentage concentration of 1% and polyacrylamide with the mass percentage concentration of 0.2% into the wastewater after primary copper and nickel chromium removal for coagulation, and performing mud-water separation on the wastewater after primary coagulation reaction;
(5) removing copper and nickel and chromium in the second stage, adjusting the pH value of the wastewater after the first-stage precipitation to 11.0, and adding sodium sulfide with the mass percent concentration of 2-4% to perform a vulcanization reaction for 1.5 hours;
(6) performing secondary coagulating sedimentation, namely adding polyaluminium with the mass percent concentration of 1% and polyacrylamide with the mass percent concentration of 0.2% into the wastewater after secondary copper and nickel chromium removal for coagulation and mud-water separation;
(7) performing secondary Fenton oxidation, namely adjusting the pH value of the wastewater subjected to secondary coagulation and precipitation to 3.5, performing Fenton oxidation, controlling the ORP to be 600mv, and reacting for 1.5 hours;
(8) deep purification, namely adding a purifying agent which can perform chelation reaction with nickel into the wastewater after the secondary Fenton oxidation for nickel removal and deep purification, and reacting for 0.5 hour;
(9) and (3) performing three-stage coagulation precipitation, namely adding 1% by mass of polyaluminium and 0.3% by mass of polyacrylamide into the deeply purified wastewater for coagulation, and precipitating after coagulation.
Wherein the molar ratio of the ferrous sulfate to the hydrogen peroxide in the step (1) is 1: 10.
wherein the reducing agent in the step (2) is sodium metabisulfite, and the mass percentage concentration of the sodium metabisulfite is 3%.
Wherein, the mass percentage concentration of the sodium sulfide in the wastewater in the steps (3) and (5) is 2%.
Wherein the purifying agent in the step (8) is a mixture of 5-methyl-2-mercaptobenzyl alcohol and 5-methyl-2-mercaptobenzoic acid.
Wherein the molar ratio of the 5-methyl-2-mercaptobenzyl alcohol to the 5-methyl-2-mercaptobenzoic acid in the step (8) is 1: 1.
wherein, the mass percentage concentration of the mixture of the 5-methyl-2-mercaptobenzyl alcohol and the 5-methyl-2-mercaptobenzoic acid in the wastewater in the step (8) is 1 per mill.
Example 2
A treatment process of chromium-copper-nickel-containing wastewater comprises the following steps:
(1) performing primary Fenton oxidation, adding acid liquor into the wastewater to adjust the pH to 4, then adding a Fenton reagent consisting of ferrous sulfate and hydrogen peroxide, and adjusting the ORP value to 700mv to perform oxidation and decomplexation for 1 hour;
(2) reducing chromium, namely adding a reducing agent into the wastewater after oxidation and complex breaking to reduce hexavalent chromium into trivalent chromium;
(3) removing copper and nickel and chromium at the first stage, adding alkali liquor into the wastewater after chromium reduction to adjust the pH value to 10.5, and then adding sodium sulfide with the mass percentage concentration of 2% to perform vulcanization reaction for 1 hour;
(4) performing primary coagulation sedimentation, namely adding polyaluminium with the mass percent concentration of 1.5% and polyacrylamide with the mass percent concentration of 0.5% into the wastewater after the primary copper and nickel chromium removal for coagulation, and performing mud-water separation on the wastewater after the primary coagulation reaction;
(5) removing copper and nickel and chromium in the second stage, adjusting the pH value of the wastewater after the first-stage precipitation to 11.0, and adding sodium sulfide with the mass percentage concentration of 3% to perform a vulcanization reaction for 0.5 hour;
(6) secondary coagulating sedimentation, namely adding polyaluminium with the mass percentage concentration of 2% and polyacrylamide with the mass percentage concentration of 0.5% into the wastewater after secondary copper and nickel chromium removal for coagulation and mud-water separation;
(7) performing secondary Fenton oxidation, namely adjusting the pH value of the wastewater subjected to secondary coagulation precipitation to 4, performing Fenton oxidation, controlling the ORP to be 650mv, and reacting for 2 hours;
(8) deep purification, namely adding a purifying agent which can perform chelation reaction with nickel into the wastewater after the secondary Fenton oxidation to perform nickel removal deep purification;
(9) and (3) three-stage coagulation and precipitation, namely adding 2% by mass of polyaluminium and 0.5% by mass of polyacrylamide into the deeply purified wastewater for coagulation, and precipitating after coagulation.
Wherein the molar ratio of the ferrous sulfate to the hydrogen peroxide in the step (1) is 1: 12.
wherein the reducing agent in the step (2) is sodium metabisulfite, and the mass percentage concentration of the sodium metabisulfite is 4%.
Wherein, the mass percentage concentration of the sodium sulfide in the wastewater in the steps (3) and (5) is 3%.
Wherein the purifying agent in the step (8) is a mixture of 5-methyl-2-mercaptobenzyl alcohol and 5-methyl-2-mercaptobenzoic acid.
Wherein the molar ratio of the 5-methyl-2-mercaptobenzyl alcohol to the 5-methyl-2-mercaptobenzoic acid in the step (8) is 1: 2.
wherein, the mass percentage concentration of the mixture of the 5-methyl-2-mercaptobenzyl alcohol and the 5-methyl-2-mercaptobenzoic acid in the wastewater in the step (8) is 2 per mill.
Example 3
A treatment process of chromium-copper-nickel-containing wastewater comprises the following steps:
(1) performing primary Fenton oxidation, adding acid liquor into the wastewater to adjust the pH to 4, then adding a Fenton reagent consisting of ferrous sulfate and hydrogen peroxide, and adjusting the ORP value to 750mv to perform oxidation and decomplexing;
(2) reducing chromium, namely adding a reducing agent into the wastewater after oxidation and complex breaking to reduce hexavalent chromium into trivalent chromium;
(3) removing copper and nickel and chromium at the first stage, adding alkali liquor into the wastewater after chromium reduction to adjust the pH value to 10.5, and then adding sodium sulfide with the mass percent concentration of 4% to perform a vulcanization reaction for 1 hour;
(4) primary coagulating sedimentation, namely adding polyaluminium with the mass percentage concentration of 2% and polyacrylamide with the mass percentage concentration of 0.8% into the wastewater after primary copper and nickel chromium removal for coagulation, and performing mud-water separation on the wastewater after primary coagulation reaction;
(5) removing copper and nickel and chromium in the second stage, adjusting the pH value of the wastewater after the first-stage precipitation to 11.5, and adding sodium sulfide with the mass percent concentration of 4% to perform a vulcanization reaction for 1 hour;
(6) secondary coagulating sedimentation, namely adding polyaluminium with the mass percentage concentration of 2% and polyacrylamide with the mass percentage concentration of 0.8% into the wastewater after secondary copper and nickel chromium removal for coagulation and mud-water separation;
(7) performing secondary Fenton oxidation, namely adjusting the pH value of the wastewater subjected to secondary coagulation and precipitation to 4.5, performing Fenton oxidation, controlling the ORP to be 700mv, and reacting for 2.5 hours;
(8) deep purification, namely adding a purifying agent which can perform chelation reaction with nickel into the wastewater after the secondary Fenton oxidation to perform nickel removal deep purification;
(9) and (3) three-stage coagulation precipitation, namely adding 2% of polyaluminium and 1% of polyacrylamide in percentage by mass into the deeply purified wastewater for coagulation, and precipitating after coagulation.
Wherein the molar ratio of the ferrous sulfate to the hydrogen peroxide in the step (1) is 1: 15.
wherein the reducing agent in the step (2) is sodium metabisulfite, and the concentration of the sodium metabisulfite is 5 percent.
Wherein, the mass percentage concentration of the sodium sulfide in the wastewater in the steps (3) and (5) is 4%.
Wherein the purifying agent in the step (8) is a mixture of 5-methyl-2-mercaptobenzyl alcohol and 5-methyl-2-mercaptobenzoic acid.
Wherein the molar ratio of the 5-methyl-2-mercaptobenzyl alcohol to the 5-methyl-2-mercaptobenzoic acid in the step (8) is 1: 3.
wherein, the mass percentage concentration of the mixture of the 5-methyl-2-mercaptobenzyl alcohol and the 5-methyl-2-mercaptobenzoic acid in the wastewater in the step (8) is 4 per mill.
In the above embodiment, the concentration of heavy metals in the final discharged water is less than 0.1ppm, which far exceeds the regulation of national standard GB3838-2002 'surface water environmental quality Standard'.
The above-described embodiments are preferred implementations of the present invention, and the present invention may be implemented in other ways without departing from the spirit of the present invention.

Claims (2)

1.一种含铬铜镍废水的处理工艺,其特征在于,由如下步骤组成:1. a process for the treatment of chromium-containing copper-nickel waste water, is characterized in that, is made up of the following steps: (1)一次芬顿氧化:废水中加入酸液将pH调节到3.5-4,后加入芬顿试剂,将ORP值调到650-750mv进行氧化破络;(1) One Fenton oxidation: add acid solution to the wastewater to adjust the pH to 3.5-4, then add Fenton's reagent, adjust the ORP value to 650-750mv to oxidize and break the complex; (2)铬还原:在氧化破络后的废水中加入还原剂将六价铬还原为三价铬;(2) Chromium reduction: adding a reducing agent to the waste water after oxidatively breaking the complex to reduce hexavalent chromium to trivalent chromium; (3)一级除铜镍铬:在铬还原后的废水中加入碱液将pH值调节到10-10.5,再投入硫化钠进行硫化反应;(3) One-level copper, nickel and chromium removal: adding alkaline solution to the waste water after chromium reduction to adjust the pH value to 10-10.5, and then adding sodium sulfide to carry out vulcanization reaction; (4)一级混凝沉淀:在一级除铜镍铬后的废水中加入聚铝和聚丙烯酰胺进行混凝,所述聚铝在废水中质量百分比浓度为1-2%,聚丙烯酰胺在废水中质量百分比浓度为0.2-0.8%,将一级混凝反应后的废水进行泥水分离;(4) One-stage coagulation and precipitation: polyaluminum and polyacrylamide are added to the wastewater after the first-level removal of copper, nickel and chromium for coagulation. The mass percentage concentration in the wastewater is 0.2-0.8%, and the wastewater after the first-stage coagulation reaction is separated from mud and water; (5)二级除铜镍铬:将一级沉淀后的废水的pH值调节到11.0-11.5后硫化钠进行硫化反应;(5) two-stage copper-nickel-chromium removal: the pH value of the wastewater after the first-stage precipitation is adjusted to 11.0-11.5 and sodium sulfide carries out sulfidation reaction; (6)二级混凝沉淀:在二级除铜镍铬后的废水中加入聚铝和聚丙烯酰胺进行混凝并进行泥水分离,所述聚铝在废水中的质量百分比浓度为1-2%,聚丙烯酰胺在废水中质量百分比浓度为0.2-0.8%;(6) Secondary coagulation and precipitation: polyaluminum and polyacrylamide are added to the wastewater after the secondary removal of copper, nickel and chromium for coagulation and mud-water separation, and the mass percentage concentration of the polyaluminum in the wastewater is 1-2 %, the mass percentage concentration of polyacrylamide in wastewater is 0.2-0.8%; (7)二次芬顿氧化:将二级混凝沉淀后废水的pH值调节到3.5-4.5后进行芬顿氧化,将ORP控制在600-700mv,反应1.5-2.5小时;(7) Secondary Fenton oxidation: the pH value of the wastewater after secondary coagulation and precipitation is adjusted to 3.5-4.5 and then Fenton oxidation is carried out, ORP is controlled at 600-700mv, and the reaction is performed for 1.5-2.5 hours; (8)深度净化:调节pH值至9-10,在二次芬顿氧化后的废水中加入与能镍发生螯合反应的净化剂进行除镍深度净化;(8) Deep purification: adjust the pH value to 9-10, and add a purifying agent capable of chelating nickel to the waste water after the secondary Fenton oxidation to carry out deep purification of nickel removal; (9)三级混凝沉淀:在深度净化后的废水加入聚铝和聚丙烯酰胺进行混凝,混凝后沉淀,所述聚铝在废水中的质量百分比浓度为1-2%,聚丙烯酰胺在废水中的质量百分比浓度为0.3-1%;(9) Three-stage coagulation and sedimentation: polyaluminum and polyacrylamide are added to the deeply purified wastewater for coagulation, and precipitation after coagulation. The mass percentage concentration of the polyaluminum in the wastewater is 1-2%, and the polypropylene The mass percentage concentration of amide in wastewater is 0.3-1%; 步骤(1)中所述的芬顿试剂是由硫酸亚铁和双氧水按照摩尔比为1∶12-15组成的混合物;The Fenton reagent described in step (1) is the mixture that is made up of ferrous sulfate and hydrogen peroxide according to mol ratio of 1: 12-15; 步骤(2)中所述的还原剂为焦亚硫酸钠,所述焦亚硫酸钠在废水中的质量百分比浓度为3-5%;The reducing agent described in the step (2) is sodium metabisulfite, and the mass percent concentration of the sodium metabisulfite in the waste water is 3-5%; 步骤(8)中所述净化剂是由5-甲基-2-巯基苄醇和5-甲基-2-巯基苯甲酸按照摩尔比为1∶1-3的组成混合物;The purifying agent described in the step (8) is a composition mixture of 5-methyl-2-mercaptobenzyl alcohol and 5-methyl-2-mercaptobenzoic acid in a molar ratio of 1:1-3; 步骤(3)和步骤(5)所述硫化钠在废水中质量百分比浓度为2-4%。The mass percentage concentration of the sodium sulfide in the waste water in the steps (3) and (5) is 2-4%. 2.根据权利要求1所述的一种含铬铜镍废水的处理工艺,其特征在于,步骤(8)中净化剂在废水中的质量百分比浓度为1-4‰。2. The process for treating a kind of chromium-containing copper-nickel waste water according to claim 1, characterized in that, in step (8), the mass percent concentration of the purifying agent in the waste water is 1-4‰.
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