Background
Due to the development of industry, especially the rapid development of petrochemical industry, pharmaceutical industry, dye industry, agricultural chemical industry and the like, the yield and variety of organic compounds are increasing, and they enter water bodies in different ways, and the pollution of the organic compounds is all over the whole world, such as rivers, lakes, oceans, groundwater and the like.
Among them, dyes are becoming a major source of environmental pollutants, with an average of about 150 tons of dye per day being discharged into the body of water in the world. China is a large country for dye production and use, and the dye wastewater discharged without treatment per year exceeds 1.6X109 cubic meters. The dye molecule contains a large number of benzene rings, naphthalene rings, amino groups, azo groups and other groups, and the production wastewater has complex components, deep chromaticity, peculiar smell, high organic matter and inorganic salt content and extremely threats to human health. With the development of chemical industry, dye varieties are increased, the number of rings is increased structurally, carbon chains are increased, dyeing groups are many, and the BOD/COD ratio of wastewater is reduced, so that the wastewater becomes difficult to biochemically treat. And azo dyes and nitro dyes are reduced to aromatic amine compounds with carcinogenicity under anaerobic conditions. Still other complex metal-containing dyes, such as chromium-containing dyes, can release chromium and can also produce carcinogenesis. Therefore, research on novel economic, environment-friendly and efficient difficult-to-biodegrade dye wastewater treatment technology becomes one of hot spots of water pollution control technology.
Disclosure of Invention
The invention aims to provide a dye wastewater treatment process.
In order to solve the technical problems, the invention discloses a dye wastewater treatment process, which comprises the following steps:
(1) Pretreating, namely respectively coarsely filtering and finely filtering dye wastewater through two grids;
(2) The electrochemical water treatment process comprises the following steps: delivering the filtered dye wastewater to an electrochemical water treatment device, wherein an anode, a cathode and an iron-carbon filler are arranged in the electrochemical water treatment device;
(3) And (3) neutralization treatment: delivering the effluent of the electrochemical water treatment process to a neutralization pond for neutralization treatment, and adding calcium carbonate into the neutralization pond;
(4) And (3) coagulation treatment: delivering the effluent of the electrochemical water treatment process to a coagulation pool for coagulation treatment;
(5) Adsorption treatment: conveying the coagulated effluent to an adsorption tank for adsorption;
(6) And (3) biochemical treatment: and conveying the adsorbed effluent to a biochemical treatment device for biochemical treatment, and discharging the wastewater after the treatment is finished.
Further, the electrochemical water treatment device comprises a cathode micro-electrolysis chamber 1, an anode chamber 3, an aeration cathode chamber 4, a proton exchange membrane 15 and a porous filter plate 45, wherein the proton exchange membrane 15 and the porous filter plate are arranged in a reaction tank and divide the reaction tank into 3 cavities, the cavity formed between the proton exchange membrane 15 and the porous filter plate 45 is the anode chamber 3, the other side of the proton exchange membrane 15 is the cathode micro-electrolysis chamber 1, the other side of the porous filter plate 45 is the aeration cathode chamber, an iron carbon filler 11 is arranged in the cathode micro-electrolysis chamber 1, a plurality of first cathodes 12 are arranged in the iron carbon filler, the first cathodes 12 are communicated with a power supply 2 through cathode wires 13, an anode 32 is arranged in the anode chamber 3, the anode 32 is connected with the power supply 2 through anode wires 31, a second cathode 41 is arranged in the aeration cathode chamber 4 and is communicated with the power supply through the second cathode wires 44, an aeration device 42 is arranged in the aeration cathode chamber 4, and the aeration device 42 is communicated with a blower 43;
further, the first cathode 12 is a plate-shaped cathode that divides the iron-carbon filler into several layers;
further, the mass ratio of iron to carbon in the iron-carbon filler is 1-2:5-20;
further, copper is added into the iron-carbon filler, wherein the copper is one or more of copper scraps, copper particles or copper shavings;
further, the mass fraction of copper in the iron-carbon filler is 1% -5%;
further, the carbon added in the iron carbon filler is activated carbon loaded with cuprous oxide;
further, the preparation method of the cuprous oxide-loaded activated carbon comprises the following steps:
adding activated carbon into a solution containing 0.05-0.2mol/L of cuprous ions, soaking for 1-5h, taking out the activated carbon, performing air drying treatment to obtain copper-carrying activated carbon, adding the copper-carrying activated carbon into the solution containing 0.01-0.15mol/L of sulfide ions, soaking for 3-10h, taking out, washing with deionized water, performing air drying to obtain cuprous sulfide activated carbon, activating the cuprous sulfide activated carbon with electrochemical cyclic voltammetry cv to obtain sulfur-doped cuprous oxide activated carbon, wherein the potential window of cv activation is 0.05V-0.4V vs RHE, the scanning rate is 80-85mV/s, the electrolyte is 0.5M H2SO4, the cycle number is 800-1200, and the counter electrode is a Pt electrode.
Further, a circulating device is arranged between the anode chamber 3 and the cathode micro-electrolysis chamber 1, and the circulating device can convey the liquid in the anode chamber 3 into the cathode micro-electrolysis chamber 1;
further, a waterway system is arranged between the electrolysis chamber 1 and the aeration cathode chamber 4, and the waterway system can convey the wastewater in the cathode micro-electrolysis chamber 1 into the aeration cathode chamber 4;
further, the aeration cathode chamber 4 is provided with a water outlet;
further, the porous filter plate 45 is a ceramic membrane plate;
further, the adsorption tank adopts activated carbon as an adsorbent;
further, the activated carbon in the adsorption tank is used as an iron carbon filler carbon source.
The dye wastewater treatment process has at least the following advantages:
1. the dye wastewater contains high sulfate ions, and after the pretreated wastewater enters an electrochemical water treatment device, the electrolyte concentration is high, so that the electrochemical reaction is facilitated;
2. a proton exchange membrane and a porous filter plate are arranged in a reaction tank of the electrochemical water treatment device to divide the reaction tank into a cathode micro-electrolysis chamber, an anode chamber and an aeration cathode chamber, hydrogen evolution reaction is carried out in the cathode micro-electrolysis chamber under the action of a cathode electrode, and nitrobenzene and azo compounds are rapidly converted into aniline substances under the action of copper;
3. in a cathode micro-electrolysis chamber, the micro-electrolysis process and the cathode reduction process are carried out simultaneously, micro-electrolysis elemental iron is converted into ferrous ions, the ferrous ions are converted into iron ions under the action of a cathode, and the ferrous ions in the cathode micro-electrolysis chamber are circularly reciprocated, so that the cathode maintains the ferrous ions at a lower level in the electrolysis chamber, the high-efficiency operation of micro-electrolysis can be maintained, and the generation of micro-electrolysis hardening can be prevented;
4. copper is added into the iron-carbon filler, the speed of the reduction process of nitrobenzene is further enhanced by the existence of the copper, and meanwhile, the copper oxide is loaded on the iron-carbon filler, so that the hydrogen evolution reaction of the iron-carbon filler is accelerated under the action of the first cathode, and the reduction process of nitrobenzene is further improved;
5. h generated by the first cathode in a nascent state can directly react with nitrobenzene to convert the nitrobenzene into aniline substances;
6. the waste water in part of the anode chamber is conveyed to the cathode micro-electrolysis chamber, so that the iron content in the cathode chamber can be maintained, and the iron content is prevented from being linearly reduced in the reaction process of the iron-carbon filler;
7. and (3) aerating in the aeration cathode chamber, generating hydrogen peroxide at the second cathode, conveying the wastewater in the cathode micro-electrolysis chamber 1 into the aeration cathode chamber, generating Fenton reaction under the action of iron ions in the wastewater, and further oxidizing aniline substances in the wastewater to break benzene rings and further improve biodegradability.
description of the embodiments
The present invention is described in further detail below by way of examples to enable those skilled in the art to practice the same by reference to the specification.
It will be understood that terms, such as "having," "including," and "comprising," as used herein, do not preclude the presence or addition of one or more other elements or groups thereof.
Examples
As shown in figure 1, the production workshops respectively convey wastewater generated in the disperse dye production process to a water storage tank, COD36150mg/L in the wastewater, total nitrogen 3420mg/L, nitrobenzene 128mg/L and active brilliant red X-3B with the concentration of 26.3mg/L and chromaticity 793 times;
(1) Pretreating, namely respectively coarsely filtering and finely filtering dye wastewater through two grids;
(2) The electrochemical water treatment process comprises the following steps: delivering filtered dye wastewater to an electrochemical water treatment device, wherein an anode, a cathode and an iron carbon filler are arranged in the electrochemical water treatment device, the wastewater enters the cathode micro-electrolysis chamber 1 through a water inlet pipe 14, a power supply 2 is started, the power supply is a direct-current constant-voltage power supply, a voltage gradient is set to be 1V/cm, the residence time of the wastewater in the cathode micro-electrolysis chamber 1 is 15-30min, the waterway system can deliver the wastewater in the cathode micro-electrolysis chamber 1 to an aeration cathode chamber 4, a blower 43 is started for blowing aeration, the wastewater is aerated, and the gas-water ratio is 3:1, and refluxing the wastewater in the anode chamber 3 into the cathode micro-electrolysis chamber 1 through a circulating device, wherein the reflux ratio is 1:20; the residence time of the wastewater in the aeration cathode chamber 4 is 20-40min; COD removal rate is 23%, nitrobenzene removal rate is 74%, and chromaticity is reduced by 68%;
(3) And (3) neutralization treatment: delivering the effluent of the electrochemical water treatment process to a neutralization pond for neutralization treatment, and adding calcium carbonate into the neutralization pond, wherein the molar quantity of the added calcium carbonate is 1-1.2 times of that of sulfate radical in the wastewater, so as to form refractory substances generated after the azo dye of the refractory calcium sulfate adsorption part is decomposed;
(4) And (3) coagulation treatment: delivering the effluent of the electrochemical water treatment process to a coagulation tank for coagulation treatment, and delivering sediments generated in the coagulation process to a plate-frame filter;
(5) Adsorption treatment: conveying the coagulated effluent to an adsorption tank for adsorption, and adding activated carbon into the adsorption tank;
(6) And (3) biochemical treatment: and (3) conveying the adsorbed effluent to a biochemical treatment device for biochemical treatment, and discharging the wastewater after the treatment is finished, wherein the biochemical treatment is anaerobic and biological contact oxidation, the COD (chemical oxygen demand) of the effluent is 32mg/L, the total nitrogen is 3.2mg/L, and nitrobenzene and active brilliant red X-3B are not detected and the chromaticity is 26 times.
Although embodiments of the present invention have been disclosed above, it is not limited to the details and embodiments shown, it is well suited to various fields of use for which the invention is suited, and further modifications may be readily made by one skilled in the art, and the invention is therefore not to be limited to the particular details and examples shown and described herein, without departing from the general concepts defined by the claims and the equivalents thereof.