CN110668620A - Jet Fluidized Bed Electro-Fenton Treatment System - Google Patents

Jet Fluidized Bed Electro-Fenton Treatment System Download PDF

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CN110668620A
CN110668620A CN201911082701.3A CN201911082701A CN110668620A CN 110668620 A CN110668620 A CN 110668620A CN 201911082701 A CN201911082701 A CN 201911082701A CN 110668620 A CN110668620 A CN 110668620A
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gas
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崔玮琳
高倩楠
王猛
刘文涛
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LIAOYANG BOSHI FLUID EQUIPMENT CO Ltd
Shenyang University of Technology
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LIAOYANG BOSHI FLUID EQUIPMENT CO Ltd
Shenyang University of Technology
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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
    • C02F1/006Water distributors either inside a treatment tank or directing the water to several treatment tanks; Water treatment plants incorporating these distributors, with or without chemical or biological tanks
    • 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
    • C02F1/46Treatment of water, waste water, or sewage by electrochemical methods
    • C02F1/461Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
    • C02F1/467Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electrochemical disinfection; by electrooxydation or by electroreduction
    • C02F1/4672Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electrochemical disinfection; by electrooxydation or by electroreduction by electrooxydation
    • 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
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/30Organic compounds
    • 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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    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F7/00Aeration of stretches of water

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Abstract

本发明公开了一种射流流化床式电芬顿处理系统,其中,射流加药曝气布水系统引入废水,进行曝气处理形成气液混合流;电芬顿处理系统进行电芬顿处理后的废水输出至沉淀出水池,废气输出至气体收集处理系统;沉淀出水池对废水沉淀后排出至填料回收制备系统;填料回收制备系统将铁泥回收颗粒加入电芬顿处理系统;气体收集处理系统将一部分废气引入射流加药曝气布水系统进行曝气处理。通过本发明的技术方案,大大突破了电芬顿的去除率,使电芬顿法对化学污泥实现零排放,而流体化床的方式也促进了化学氧化反应及电传质效率,在曝气加药的同时营造流化环境,节能降耗,大大提高了去除率,且分离出的铁实现了循环利用。

Figure 201911082701

The invention discloses a jet fluidized bed type electro-Fenton treatment system, wherein the jet-flow drug addition, aeration and water distribution system introduces waste water and performs aeration treatment to form a gas-liquid mixed flow; the electro-Fenton treatment system performs electro-Fenton treatment The waste water is output to the precipitation effluent tank, and the waste gas is output to the gas collection and treatment system; the precipitation effluent tank precipitates the wastewater and discharges it to the filler recovery and preparation system; the filler recovery and preparation system adds the iron sludge recovered particles to the electro-Fenton treatment system; gas collection and treatment The system introduces part of the waste gas into the jet dosing aeration water distribution system for aeration treatment. Through the technical scheme of the present invention, the removal rate of electro-Fenton is greatly broken, so that the electro-Fenton method can achieve zero discharge of chemical sludge, and the method of fluidized bed also promotes chemical oxidation reaction and electro-mass transfer efficiency. Gas dosing creates a fluidized environment, saves energy and reduces consumption, greatly improves the removal rate, and the separated iron can be recycled.

Figure 201911082701

Description

射流流化床式电芬顿处理系统Jet Fluidized Bed Electro-Fenton Treatment System

技术领域technical field

本发明涉及废水处理技术领域,尤其涉及一种射流流化床式电芬顿处理系统。The invention relates to the technical field of wastewater treatment, in particular to a jet fluidized bed type electro-Fenton treatment system.

背景技术Background technique

电芬顿技术(E Fenton)是一种新型的基于芬顿化学反应的电化学高级氧化技术,其基本原理是在处理废水时,在溶液中通入电流,通过阴、阳极反应全部或部分生成芬顿所需药剂,反应原理是:1)溶解于水的氧气在阴极产生双氧水(公式1-1),增加COD降解效率:2)在槽内加入双氧水,与阳极铁板电解出的Fe2+构成芬顿药剂(公式1-2);3)Fe3+可以在阴极还原为从而减少后续铁泥产量(公式1-3)。电分顿在反应过程中产生具有强氧化性的羟基自由基(·0H),利用·0H无选择性的强氧化性达到去除难降解有机污染物的目的。电芬顿法能有效减少污泥产量,处理过程相对清洁;除此之外,电芬顿法还具有处理设备相对简单、处理效率高、占地面积小等优点。Electro-Fenton technology (E Fenton) is a new type of electrochemical advanced oxidation technology based on Fenton chemical reaction. Fenton needs the agent, the reaction principle is: 1) The oxygen dissolved in water produces hydrogen peroxide at the cathode (formula 1-1), which increases the COD degradation efficiency: 2) Add hydrogen peroxide in the tank, and the Fe 2 electrolyzed by the anode iron plate + Constitutes Fenton's Reagent (Formula 1-2); 3) Fe 3+ can be reduced at the cathode to reduce subsequent iron sludge production (Formula 1-3). Electrodeton generates strong oxidizing hydroxyl radicals (·OH) in the reaction process, and utilizes the non-selective strong oxidizing power of ·OH to achieve the purpose of removing refractory organic pollutants. Electro-Fenton method can effectively reduce sludge production, and the treatment process is relatively clean; in addition, electro-Fenton method also has the advantages of relatively simple treatment equipment, high treatment efficiency, and small footprint.

目前广泛使用的电芬顿采用可溶性铁阳极板,石墨电极阴极板,通过外加双氧水以及向电解槽内阴极曝气产生双氧水构成芬顿反应体系。反应方程式如下:At present, the widely used electro-Fenton adopts soluble iron anode plate and graphite electrode cathode plate. The Fenton reaction system is formed by adding hydrogen peroxide and aerating the cathode in the electrolytic cell to generate hydrogen peroxide. The reaction equation is as follows:

O2+2e-+2H+→H2O2(E0=0.695V/SHE) (1-1)O 2 +2e - +2H + →H 2 O 2 (E 0 =0.695V/SHE) (1-1)

H2O2+Fe2+→(Fe3++-OH+·OH) (1-2)H 2 O 2 +Fe 2+ →(Fe 3+ + - OH+·OH) (1-2)

Fe3++e-→Fe2+(E0=0.77V/SHE) (1-3)Fe 3+ +e - →Fe 2+ (E 0 =0.77V/SHE) (1-3)

目前广泛使用的电芬顿处理系统的曝气系统多为管式曝气,产生的气泡大而且难以贴付在阴极参与还原反应;电芬顿处理系统由于铁板面积的固定,致使反应系统去除率有限,达到双氧水与阳极Fe2+最佳试剂比例后,难以进一步提高;整个系统电传质效率低下,Fe3+还原成Fe2+极少,系统还会产生铁泥。At present, the aeration systems of the widely used electro-Fenton treatment systems are mostly tubular aeration, and the generated air bubbles are large and difficult to attach to the cathode to participate in the reduction reaction. The ratio of hydrogen peroxide to anode Fe 2+ is limited, and it is difficult to further improve the ratio of hydrogen peroxide to anode Fe 2+; the electric mass transfer efficiency of the whole system is low, Fe 3+ is reduced to Fe 2+ very little, and the system will produce iron sludge.

发明内容SUMMARY OF THE INVENTION

针对上述问题中的至少之一,本发明提供了一种射流流化床式电芬顿处理系统,通过将流化床担体填料优势用于电芬顿技术中,电芬顿出水系统沉淀铁泥用于制备流化填料,使Fe3+不但可以在阴极被还原,同时以结晶或沉淀披覆在流化填料担体表面上形成羟基络合铁,可进一步对芬顿反应进行催化,并且还原成Fe2+,大大突破了电芬顿的去除率,使电芬顿法对于化学污泥的零排放,而流体化床的方式也促进了化学氧化反应及电传质效率,在曝气加药的同时营造流化环境,节能降耗,大大提高了去除率,且分离出的铁实现循环利用。In view of at least one of the above problems, the present invention provides a fluidized bed type electro-Fenton treatment system. By using the advantages of the fluidized bed carrier filler in the electro-Fenton technology, the electro-Fenton effluent system precipitates iron sludge It is used to prepare fluidized fillers, so that Fe 3+ can not only be reduced at the cathode, but also coat the surface of the fluidized filler support by crystallization or precipitation to form hydroxy complex iron, which can further catalyze the Fenton reaction and reduce it to Fe 2+ , which greatly breaks through the removal rate of electro-Fenton, making electro-Fenton method zero discharge for chemical sludge, and the fluidized bed method also promotes chemical oxidation reaction and electro-mass transfer efficiency. At the same time, it creates a fluidized environment, saves energy and reduces consumption, greatly improves the removal rate, and the separated iron can be recycled.

为实现上述目的,本发明提供了一种射流流化床式电芬顿处理系统,包括:射流加药曝气布水系统、电芬顿处理系统、沉淀出水池、填料回收制备系统和气体收集处理系统;所述射流加药曝气布水系统引入废水,向废水中泵入双氧水,并输入空气对废水进行曝气处理形成气液混合流,将该气液混合流喷入所述电芬顿处理系统中;所述电芬顿处理系统中加入流化填料,将加药和曝气后的废水进行电芬顿处理,并将处理后的废水输出至所述沉淀出水池,电芬顿处理产生的废气输出至所述气体收集处理系统;所述沉淀出水池对电芬顿处理后的废水进行加碱处理和沉淀,将沉淀的污泥排出至所述填料回收制备系统;所述填料回收制备系统通过干燥、加入黏胶助剂、造粒煅烧后的颗粒循环加入所述电芬顿处理系统中作为流化填料;所述气体收集处理系统将收集的废气一部分引入所述射流加药曝气布水系统中对废水进行曝气处理,其余部分进行燃烧消耗处理。In order to achieve the above purpose, the present invention provides a jet fluidized bed type electro-Fenton treatment system, including: a jet dosing aeration water distribution system, an electro-Fenton treatment system, a sedimentation effluent pool, a filler recovery preparation system and a gas collection system The treatment system; the jet dosing aeration water distribution system introduces waste water, pumps hydrogen peroxide into the waste water, and inputs air to aerate the waste water to form a gas-liquid mixed flow, and the gas-liquid mixed flow is sprayed into the electric fen In the electro-Fenton treatment system; fluidized fillers are added to the electro-Fenton treatment system, the wastewater after dosing and aeration is treated by electro-Fenton, and the treated wastewater is output to the sedimentation tank, and the electro-Fenton The waste gas produced by the treatment is output to the gas collection and treatment system; the precipitation water tank performs alkali treatment and precipitation on the wastewater after electro-Fenton treatment, and discharges the precipitated sludge to the filler recovery and preparation system; the filler The recovery and preparation system is to recycle the particles after drying, adding viscose additives, granulation and calcination into the electro-Fenton treatment system as a fluidized filler; the gas collection treatment system introduces a part of the collected waste gas into the jet dosing In the aeration water distribution system, the wastewater is treated by aeration, and the rest is treated by combustion consumption.

在上述技术方案中,优选地,所述电芬顿处理系统包括电源、阳极板、阴极板和芬顿反应池,所述阳极板和所述阴极板分别与所述电源的正极和负极相连接,所述阳极板和所述阴极板分别间隔错位设置于所述芬顿反应池内。In the above technical solution, preferably, the electro-Fenton treatment system includes a power source, an anode plate, a cathode plate and a Fenton reaction cell, and the anode plate and the cathode plate are respectively connected to the positive electrode and the negative electrode of the power source , the anode plate and the cathode plate are respectively arranged in the Fenton reaction cell at intervals and staggered.

在上述技术方案中,优选地,所述射流加药曝气布水系统包括引水泵、双氧水储罐、双氧水加药泵、自激振荡射流加药混合器、引风机、气液出射管线、曝气布水喷嘴和流化填料;所述引水泵的入口输入废水,所述引水泵的出口与所述自激振荡射流加药混合器相连通,所述双氧水加药泵的入口与所述双氧水储罐相连通,所述双氧水加药泵的出口与所述引水泵的出口通道相连通,所述引风机的出口与所述自激振荡射流加药混合器的吸气管相连通,所述自激振荡射流加药混合器的出口通过所述气液出射管线连接至所述曝气布水喷嘴,多个所述曝气布水喷嘴布置于所述芬顿反应池内底部,所述流化填料填充于所述芬顿反应池内。In the above technical solution, preferably, the jet drug dosing aeration water distribution system includes a water suction pump, a hydrogen peroxide storage tank, a hydrogen peroxide dosing pump, a self-excited oscillating jet dosing mixer, an induced draft fan, a gas-liquid outlet pipeline, a Air-distributing water nozzle and fluidized packing; the inlet of the suction pump is input with waste water, the outlet of the suction pump is communicated with the self-excited oscillating jet dosing mixer, and the inlet of the hydrogen peroxide dosing pump is connected to the hydrogen peroxide The storage tank is communicated, the outlet of the hydrogen peroxide dosing pump is communicated with the outlet channel of the suction pump, the outlet of the induced draft fan is communicated with the suction pipe of the self-excited oscillating jet dosing mixer, and the The outlet of the self-excited oscillating jet dosing mixer is connected to the aeration and water distribution nozzles through the gas-liquid outlet line, and a plurality of the aeration and water distribution nozzles are arranged at the bottom of the Fenton reaction tank. The filler is filled in the Fenton reaction cell.

在上述技术方案中,优选地,所述自激振荡射流加药混合器包括流体驱动喷嘴、所述吸气管、混气室、自激振荡腔室、碰撞壁和扩散管,所述流体驱动喷嘴与所述引水泵和所述双氧水加药泵的出口相连通,所述流体驱动喷嘴的出口处设置所述混气室,所述混气室的侧壁与所述吸气管相连通,所述吸气管吸入气体与废水和双氧水混合物在所述混气室中形成气液混合流,所述混气室的出口处设置所述自激振荡腔室,所述自激振荡腔室的内部形成所述碰撞壁,气液混合流在所述自激振荡腔室中自激振荡剪切形成离散涡环,并在所述碰撞壁的作用下产生压力震荡波,所述自激振荡腔室的出口连通所述扩散管,所述扩散管与所述气液出射管线相连通,气液混合流由所述扩散管喷出。In the above technical solution, preferably, the self-excited oscillation jet dosing mixer includes a fluid-driven nozzle, the suction pipe, an air mixing chamber, a self-excited oscillation chamber, a collision wall and a diffusion pipe. The nozzle is communicated with the outlet of the suction pump and the hydrogen peroxide dosing pump, the air mixing chamber is arranged at the outlet of the fluid-driven nozzle, and the side wall of the air mixing chamber is communicated with the suction pipe, The gas inhaled by the suction pipe and the mixture of waste water and hydrogen peroxide form a gas-liquid mixed flow in the gas mixing chamber, and the self-excited oscillation chamber is provided at the outlet of the gas mixing chamber. The collision wall is formed inside, and the gas-liquid mixed flow is self-excited and sheared in the self-excited oscillation chamber to form a discrete vortex ring, and a pressure shock wave is generated under the action of the collision wall, and the self-excited oscillation chamber The outlet of the chamber is communicated with the diffusion pipe, the diffusion pipe is communicated with the gas-liquid outlet line, and the gas-liquid mixed flow is ejected from the diffusion pipe.

在上述技术方案中,优选地,所述沉淀出水池包括中和池、加碱子系统、沉淀池、斜板沉淀、刮泥机和出泥管,所述芬顿反应池的废水引入所述中和池中,所述加碱子系统向所述中和池中加入碱性试剂进行中和反应,中和反应后进入所述沉淀池,所述斜板沉淀倾斜设置于所述沉淀池内,沉淀后的污泥随所述斜板沉淀沉降至所述沉淀池底部,所述刮泥机将污泥通过所述出泥管输出至所述填料回收制备系统中,所述出泥管上设置排泥阀。In the above technical solution, preferably, the sedimentation effluent tank includes a neutralization tank, an alkali addition subsystem, a sedimentation tank, an inclined plate sedimentation, a sludge scraper and a sludge discharge pipe, and the wastewater from the Fenton reaction tank is introduced into the In the neutralization tank, the alkali adding subsystem adds an alkaline reagent to the neutralization tank to carry out a neutralization reaction, and after the neutralization reaction, it enters the sedimentation tank, and the inclined plate precipitation is inclined and arranged in the sedimentation tank, The sedimented sludge settles to the bottom of the sedimentation tank with the inclined plate, and the sludge scraper outputs the sludge to the filler recovery and preparation system through the sludge discharge pipe, and the sludge discharge pipe is provided with Sludge valve.

在上述技术方案中,优选地,所述填料回收制备系统包括干燥机、造粒机、助剂子系统和煅烧炉,所述干燥机入口与所述出泥管相连通,所述干燥机出口与所述造粒机入口相连通,所述助剂子系统将黏胶助剂加入所述造粒机中,将干燥后的污泥在所述黏胶助剂的作用下形成棒料并造粒输出,所述造粒机出口与所述煅烧炉相连通,所述煅烧炉出口与所述芬顿反应池上的加料孔相连通,将煅烧后的多孔铁颗粒作为所述流化填料循环回收至所述芬顿反应池中利用。In the above technical solution, preferably, the filler recovery and preparation system includes a dryer, a granulator, an auxiliary subsystem and a calciner, the inlet of the dryer is communicated with the mud discharge pipe, and the outlet of the dryer It is communicated with the inlet of the granulator, and the auxiliary subsystem adds viscose auxiliary to the granulator, and the dried sludge is formed into a bar under the action of the viscose auxiliary and granulated. Granule output, the outlet of the granulator is communicated with the calciner, the outlet of the calciner is communicated with the feeding hole on the Fenton reaction tank, and the calcined porous iron particles are recycled as the fluidized filler. used in the Fenton reaction tank.

在上述技术方案中,优选地,所述气体收集处理系统包括集气罩、引风管和燃烧塔,所述集气罩密封罩设于所述芬顿反应池上,所述引风管一端连通于所述集气罩内,另一端分别通过回流阀连接至所述引风机的入口以及通过电动阀连通至所述燃烧塔。In the above technical solution, preferably, the gas collection and treatment system includes a gas collecting hood, an air induction pipe and a combustion tower, the gas collecting hood sealing cover is provided on the Fenton reaction tank, and one end of the air induction pipe is connected to In the gas collecting hood, the other end is respectively connected to the inlet of the induced draft fan through a return valve and to the combustion tower through an electric valve.

在上述技术方案中,优选地,所述曝气布水喷嘴的轴向中心线与水平面向下相交成30°~60°,多个所述曝气布水喷嘴分别以预设引射角环绕布设于所述芬顿反应池底部。In the above technical solution, preferably, the axial centerline of the aeration and water distribution nozzles intersects the horizontal plane downward at 30° to 60°, and a plurality of the aeration and water distribution nozzles are respectively surrounded by a preset ejection angle. It is arranged at the bottom of the Fenton reaction tank.

在上述技术方案中,优选地,所述阳极板电流密度为0.25~12.5mA,所述阴极板的电流密度为2~15mA,所述芬顿反应池中Fe2+催化剂的浓度为0.2mol/L~12mol/L,双氧水浓度为0.04mol/L~3mol/L,所述阳极板与所述阴极板之间距离为15~40mm。In the above technical solution, preferably, the current density of the anode plate is 0.25-12.5mA, the current density of the cathode plate is 2-15mA, and the concentration of Fe 2+ catalyst in the Fenton reaction cell is 0.2mol/ L~12mol/L, the concentration of hydrogen peroxide is 0.04mol/L~3mol/L, and the distance between the anode plate and the cathode plate is 15~40mm.

在上述技术方案中,优选地,所述回流阀所在回流气管所需气源不足、所述回流气管内为负压时,所述电动阀逆向开启以向所述引风机补充气源,所述回流气管内为正压时所述燃烧塔开启以消耗剩余尾气。In the above technical solution, preferably, when the air source required by the return air pipe where the return valve is located is insufficient and the inside of the return air pipe is negative pressure, the electric valve is opened in the reverse direction to supplement the air source to the induced draft fan, the When there is positive pressure in the return gas pipe, the combustion tower is opened to consume the remaining exhaust gas.

与现有技术相比,本发明的有益效果为:通过将流化床担体填料优势用于电芬顿技术中,电芬顿出水系统沉淀铁泥用于制备流化填料,使Fe3+不但可以在阴极被还原,同时以结晶或沉淀披覆在流化填料担体表面上形成羟基络合铁,可进一步对芬顿反应进行催化,并且还原成Fe2+,大大突破了电芬顿的去除率,使电芬顿法对于化学污泥的零排放,而流体化床的方式也促进了化学氧化反应及电传质效率,在曝气加药的同时营造流化环境,节能降耗,大大提高了去除率,且分离出的铁实现了循环利用。Compared with the prior art, the beneficial effects of the present invention are: by using the advantages of the fluidized bed carrier filler in the electro-Fenton technology, the electro-Fenton effluent system precipitates iron sludge for preparing the fluidized filler, so that Fe 3+ not only It can be reduced at the cathode, and at the same time, it is coated on the surface of the fluidized filler support by crystallization or precipitation to form hydroxy complex iron, which can further catalyze the Fenton reaction and reduce it to Fe 2+ , which greatly breaks through the removal of electro-Fenton. The electro-Fenton method has zero discharge for chemical sludge, and the fluidized bed method also promotes chemical oxidation reaction and electric mass transfer efficiency, creating a fluidized environment while aeration and dosing, saving energy and reducing consumption. The removal rate is improved, and the separated iron can be recycled.

附图说明Description of drawings

图1为本发明一种实施例公开的射流流化床式电芬顿处理系统的整体结构示意图;1 is a schematic diagram of the overall structure of a jet fluidized bed electro-Fenton processing system disclosed in an embodiment of the present invention;

图2为本发明一种实施例公开的电芬顿处理系统和射流加药曝气布水系统的组合结构示意图;FIG. 2 is a schematic diagram of the combined structure of an electro-Fenton treatment system and a jet dosing aeration water distribution system disclosed in an embodiment of the present invention;

图3为本发明一种实施例公开的电芬顿处理系统的结构示意图;3 is a schematic structural diagram of an electro-Fenton processing system disclosed in an embodiment of the present invention;

图4为本发明一种实施例公开的自激振荡射流加药混合器的剖面结构示意图;4 is a schematic cross-sectional structural diagram of a self-excited oscillating jet dosing mixer disclosed in an embodiment of the present invention;

图5和图6为本发明公开的芬顿反应池的两种实施例的应用方式示意图。5 and 6 are schematic diagrams of application modes of two embodiments of the Fenton reaction cell disclosed in the present invention.

图中,各组件与附图标记之间的对应关系为:In the figure, the corresponding relationship between each component and the reference sign is:

1.电芬顿处理系统,11.电源,12.阳极板,13.阴极板,14.芬顿反应池,1. Electro-Fenton treatment system, 11. Power supply, 12. Anode plate, 13. Cathode plate, 14. Fenton reaction cell,

2.射流加药曝气布水系统,21.引水泵,22.双氧水储罐,23.双氧水加药泵,24.自激振荡射流加药混合器,241.流体驱动喷嘴,242.吸气管,243.混气室,244.自激振荡腔室,245.碰撞壁,246.扩散管,25.引风机,26.气液出射管线,27.曝气布水喷嘴,28.流化填料,2. Jet dosing and aeration water distribution system, 21. Diversion pump, 22. Hydrogen peroxide storage tank, 23. Hydrogen peroxide dosing pump, 24. Self-excited oscillating jet dosing mixer, 241. Fluid driven nozzle, 242. Inhalation Pipe, 243. Mixing chamber, 244. Self-excited oscillation chamber, 245. Collision wall, 246. Diffusion pipe, 25. Induced draft fan, 26. Gas-liquid outlet pipeline, 27. Aeration water distribution nozzle, 28. Fluidization filler,

3.沉淀出水池,31.中和池,32.加碱子系统,33.沉淀池,34.斜板沉淀,35.刮泥机,36.排泥阀,37.出泥管,3. Sedimentation tank, 31. Neutralization tank, 32. Alkali addition subsystem, 33. Sedimentation tank, 34. Inclined plate sedimentation, 35. Sludge scraper, 36. Sludge discharge valve, 37. Sludge discharge pipe,

4.填料回收制备系统,41.干燥机,42.造粒机,43.助剂子系统,44.煅烧炉,45.加料孔,4. Filler recovery preparation system, 41. Dryer, 42. Granulator, 43. Auxiliary subsystem, 44. Calciner, 45. Feeding hole,

5.气体收集处理系统,51.集气罩,52.引风管,53.电动阀,54.回流阀,55.回流气管,56.燃烧塔。5. Gas collection and processing system, 51. Gas collection hood, 52. Induction pipe, 53. Electric valve, 54. Return valve, 55. Return gas pipe, 56. Burning tower.

具体实施方式Detailed ways

为使本发明实施例的目的、技术方案和优点更加清楚,下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例是本发明的一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动的前提下所获得的所有其他实施例,都属于本发明保护的范围。In order to make the purposes, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments These are some embodiments of the present invention, but not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work fall within the protection scope of the present invention.

下面结合附图对本发明做进一步的详细描述:Below in conjunction with accompanying drawing, the present invention is described in further detail:

如图1和图2所示,根据本发明提供的一种射流流化床式电芬顿处理系统,包括:射流加药曝气布水系统2、电芬顿处理系统1、沉淀出水池3、填料回收制备系统4和气体收集处理系统5;射流加药曝气布水系统2引入废水,向废水中泵入双氧水,并输入空气对废水进行曝气处理形成气液混合流,将该气液混合流喷入电芬顿处理系统1中;电芬顿处理系统1中加入流化填料28,将加药和曝气后的废水进行电芬顿处理,并将处理后的废水输出至沉淀出水池3,电芬顿处理产生的废气输出至气体收集处理系统5;沉淀出水池3对电芬顿处理后的废水进行加碱处理和沉淀,将沉淀的污泥排出至填料回收制备系统4;填料回收制备系统4通过干燥、加入黏胶助剂、造粒煅烧后的颗粒循环加入电芬顿处理系统1中作为流化填料28;气体收集处理系统5将收集的废气一部分引入射流加药曝气布水系统2中对废水进行曝气处理,其余部分进行燃烧消耗处理。As shown in FIG. 1 and FIG. 2 , a jet fluidized bed electro-Fenton treatment system provided according to the present invention includes: a jet dosing aeration water distribution system 2 , an electro-Fenton treatment system 1 , and a sedimentation water tank 3 , a filler recovery preparation system 4 and a gas collection and treatment system 5; the jet dosing aeration water distribution system 2 introduces waste water, pumps hydrogen peroxide into the waste water, and enters air to aerate the waste water to form a gas-liquid mixed flow, and the gas The liquid mixed flow is sprayed into the electro-Fenton treatment system 1; the fluidized filler 28 is added to the electro-Fenton treatment system 1, the wastewater after dosing and aeration is subjected to electro-Fenton treatment, and the treated wastewater is output to sedimentation Outlet tank 3, the waste gas produced by the electro-Fenton treatment is output to the gas collection and treatment system 5; the sedimentation tank 3 performs alkali treatment and precipitation on the wastewater after the electro-Fenton treatment, and discharges the precipitated sludge to the filler recovery preparation system 4 ; The filler recovery preparation system 4 is added to the electro-Fenton treatment system 1 as a fluidized filler 28 by drying, adding viscose additives, granulating and calcining the particles; In the aeration water distribution system 2, aeration treatment is performed on the wastewater, and the rest is subjected to combustion consumption treatment.

在该实施例中,工业废水通过射流加药曝气布水系统2进入电芬顿处理系统1,在射流加药曝气布水系统2中泵入过氧化氢(双氧水),以及系统所用气体,于电芬顿处理系统1内投加流化填料28,实现流化作用,电芬顿处理系统1出水进入沉淀出水池3进行中和、沉淀,池底铁泥进入填料回收制备系统4中进行烘干、造粒、煅烧得到电芬顿处理系统1所需流化填料28循环利用。电芬顿处理系统1产生废气由气体收集处理装置进行回收处理,一部分尾气用于给射流加药曝气布水系统2供气,多余气体燃烧消耗。In this embodiment, the industrial wastewater enters the electro-Fenton treatment system 1 through the jet medicated aeration water distribution system 2, and hydrogen peroxide (hydrogen peroxide) is pumped into the jet medicated aeration water distribution system 2, and the gas used in the system The fluidized filler 28 is added into the electro-Fenton treatment system 1 to realize fluidization. The effluent of the electro-Fenton treatment system 1 enters the sedimentation effluent tank 3 for neutralization and precipitation, and the iron sludge at the bottom of the tank enters the filler recovery and preparation system 4. Drying, granulating and calcining are carried out to obtain the fluidized filler 28 required by the electro-Fenton treatment system 1 for recycling. The exhaust gas generated by the electro-Fenton treatment system 1 is recovered and processed by the gas collection and treatment device, and a part of the exhaust gas is used to supply air to the jet dosing, aeration, and water distribution system 2, and the excess gas is burned and consumed.

具体地,通过将流化床担体填料优势用于电芬顿技术中,电芬顿出水系统沉淀铁泥用于制备流化填料28,使Fe3+不但可以在阴极被还原,同时以结晶或沉淀披覆在流化填料28担体表面上形成羟基络合铁,可进一步对芬顿反应进行催化,并且还原成Fe2+,大大突破了电芬顿的去除率,使电芬顿法对于化学污泥的零排放,而流体化床的方式也促进了化学氧化反应及电传质效率,在曝气加药的同时营造流化环境,节能降耗,大大提高了去除率,且分离出的铁实现了循环利用。Specifically, by using the advantages of the fluidized bed support filler in the electro-Fenton technology, the electro-Fenton effluent system precipitates iron sludge for the preparation of the fluidized filler 28, so that Fe 3+ can not only be reduced at the cathode, but also crystallized or The precipitation is coated on the surface of the fluidized filler 28 to form hydroxy complex iron, which can further catalyze the Fenton reaction and reduce it to Fe 2+ , which greatly breaks through the removal rate of electro-Fenton and makes electro-Fenton method for chemical Zero discharge of sludge, and the fluidized bed method also promotes chemical oxidation reaction and electrical mass transfer efficiency, creating a fluidized environment while aeration and dosing, saving energy and reducing consumption, greatly improving the removal rate, and the separated Iron is recycled.

如图3所示,在上述实施例中,优选地,电芬顿处理系统1包括电源11、阳极板12、阴极板13和芬顿反应池14,阳极板12和阴极板13分别与电源11的正极和负极相连接,阳极板12和阴极板13分别间隔错位设置于芬顿反应池14内。As shown in FIG. 3 , in the above embodiment, preferably, the electro-Fenton processing system 1 includes a power source 11 , an anode plate 12 , a cathode plate 13 and a Fenton reaction cell 14 , and the anode plate 12 and the cathode plate 13 are respectively connected to the power source 11 . The positive electrode and the negative electrode are connected to each other, and the anode plate 12 and the cathode plate 13 are respectively arranged in the Fenton reaction cell 14 in a spaced dislocation.

在上述实施例中,优选地,工业废水进水pH值调节至3~6,通过射流加药曝气布水系统2射出微米级气液混合流至电芬顿处理系统1中,开启两端口直流电源11,控制扩散至阳极板12电流密度为0.25~12.5mA,阴极板13的电流密度为2~15mA,控制水力停留时间为30min~480min后,完成有机废水的处理。控制芬顿反应池14中Fe2+催化剂的浓度为0.2mol/L~12mol/L,双氧水浓度为0.04mol/L~3mol/L。优选地,铁电极阳极板12与石墨电极阴极板13置于析氧电极附近,铁电极阳极板12与石墨电极阴极板13之间的距离优选为15~40mm。在电流作用下,铁电极和石墨电极同时发生二电子反应,铁电极产生Fe2+,石墨电极接受析氧电极产生的氧气产生少量H202,Fe2+与原位产生及泵入的H2O2反应,产生具有强氧化性的·OH,从而氧化去除有机污染物。In the above embodiment, preferably, the pH value of the industrial wastewater influent is adjusted to 3-6, and the micron-scale gas-liquid mixed flow is injected into the electro-Fenton treatment system 1 through the jet dosing and aeration water distribution system 2, and the two ports are opened. The DC power supply 11 controls the current density of the anode plate 12 to be 0.25-12.5mA, the current density of the cathode plate 13 is 2-15mA, and the hydraulic retention time is controlled to be 30min-480min, and the organic wastewater treatment is completed. The concentration of Fe 2+ catalyst in the Fenton reaction tank 14 is controlled to be 0.2 mol/L to 12 mol/L, and the concentration of hydrogen peroxide is 0.04 mol/L to 3 mol/L. Preferably, the iron electrode anode plate 12 and the graphite electrode cathode plate 13 are placed near the oxygen evolution electrode, and the distance between the iron electrode anode plate 12 and the graphite electrode cathode plate 13 is preferably 15-40 mm. Under the action of the current, the iron electrode and the graphite electrode undergo a two-electron reaction at the same time, the iron electrode generates Fe 2+ , the graphite electrode receives the oxygen generated by the oxygen evolution electrode to generate a small amount of H 2 0 2 , and the Fe 2+ reacts with the in-situ generated and pumped H 2 O 2 reacts to generate OH with strong oxidizing properties, thereby oxidizing and removing organic pollutants.

在上述实施例中,优选地,射流加药曝气布水系统2包括引水泵21、双氧水储罐22、双氧水加药泵23、自激振荡射流加药混合器24、引风机25、气液出射管线26、曝气布水喷嘴27和流化填料28;引水泵21的入口输入废水,引水泵21的出口与自激振荡射流加药混合器24相连通,双氧水加药泵23的入口与双氧水储罐22相连通,双氧水加药泵23的出口与引水泵21的出口通道相连通,引风机25的出口与自激振荡射流加药混合器24的吸气管242相连通,自激振荡射流加药混合器24的出口通过气液出射管线26连接至曝气布水喷嘴27,多个曝气布水喷嘴27布置于芬顿反应池14内底部,流化填料28填充于芬顿反应池14内。In the above-mentioned embodiment, preferably, the jet drug dosing aeration water distribution system 2 includes a suction pump 21, a hydrogen peroxide storage tank 22, a hydrogen peroxide dosing pump 23, a self-excited oscillating jet dosing mixer 24, an induced draft fan 25, a gas-liquid The outlet pipeline 26, the aeration water distribution nozzle 27 and the fluidized packing 28; the inlet of the suction pump 21 inputs waste water, the outlet of the suction pump 21 is communicated with the self-excited oscillating jet dosing mixer 24, and the inlet of the hydrogen peroxide dosing pump 23 is connected to the The hydrogen peroxide storage tank 22 is communicated, the outlet of the hydrogen peroxide dosing pump 23 is communicated with the outlet channel of the suction pump 21, the outlet of the induced draft fan 25 is communicated with the suction pipe 242 of the self-excited oscillating jet dosing mixer 24, and the self-oscillating The outlet of the jet dosing mixer 24 is connected to the aeration and water distribution nozzles 27 through the gas-liquid outlet line 26. A plurality of aeration and water distribution nozzles 27 are arranged at the bottom of the Fenton reaction tank 14, and the fluidized filler 28 is filled in the Fenton reaction. Inside pool 14.

如图4所示,在上述实施例中,优选地,自激振荡射流加药混合器24包括流体驱动喷嘴241、吸气管242、混气室243、自激振荡腔室244、碰撞壁245和扩散管246,流体驱动喷嘴241与引水泵21和双氧水加药泵23的出口相连通,流体驱动喷嘴241的出口处设置混气室243,混气室243的侧壁与吸气管242相连通,吸气管242吸入气体与废水和双氧水混合物在混气室243中形成气液混合流,混气室243的出口处设置自激振荡腔室244,自激振荡腔室244的内部形成碰撞壁245,气液混合流在自激振荡腔室244中自激振荡剪切形成离散涡环,并在碰撞壁245的作用下产生压力震荡波,自激振荡腔室244的出口连通扩散管246,扩散管246与气液出射管线26相连通,气液混合流由扩散管246喷出。As shown in FIG. 4 , in the above embodiment, preferably, the self-excited oscillation jet dosing mixer 24 includes a fluid-driven nozzle 241 , a suction pipe 242 , a gas mixing chamber 243 , a self-excited oscillation chamber 244 , and a collision wall 245 And the diffusion pipe 246, the fluid-driven nozzle 241 is communicated with the outlet of the suction pump 21 and the hydrogen peroxide dosing pump 23, the outlet of the fluid-driven nozzle 241 is provided with an air mixing chamber 243, and the side wall of the air mixing chamber 243 is connected with the suction pipe 242 The gas is inhaled by the suction pipe 242 and the mixture of waste water and hydrogen peroxide forms a gas-liquid mixed flow in the gas mixing chamber 243. A self-excited oscillation chamber 244 is arranged at the outlet of the gas mixing chamber 243, and the interior of the self-excited oscillation chamber 244 forms a collision Wall 245, the gas-liquid mixed flow is self-excited and sheared in the self-excited oscillation chamber 244 to form discrete vortex rings, and pressure shock waves are generated under the action of the collision wall 245, and the outlet of the self-excited oscillation chamber 244 is connected to the diffusion pipe 246 , the diffusion pipe 246 is communicated with the gas-liquid outlet pipeline 26 , and the gas-liquid mixed flow is ejected from the diffusion pipe 246 .

具体地,工业废水由引水泵21引入自激振荡射流加药混合器24,并由双氧水加药泵23加入定量双氧水后,经由流体驱动喷嘴241喷出,在混气室243内形成负压,由吸气管242吸入部分气体收集处理系统5的尾气,引风机25起到尾气牵引作用。气液混合流在自激振荡腔室244中以一定频率范围内的涡量扰动,并在自激振荡腔室244内得到放大,依靠自激振荡作用形成剧烈的剪切场,在剪切层中形成一连串离散涡环,当其到达碰撞壁245并与之相互作用时,将在碰撞壁245附近的区域产生压力振荡波,该波以声速向上游传播,又在上游诱发新的涡量脉动。该过程不断重复,就会在腔室内形成强烈的自激振荡,一定循环次数后,实现对流经自激振荡腔中的气液混合液进行反复剧烈的剪切,减小产生气泡大小,并实现了原水与双氧水的均匀混合,产生微米级气泡。气液两相流则以脉冲形式从扩散管246喷射而出。Specifically, the industrial wastewater is introduced into the self-excited oscillating jet dosing mixer 24 by the suction pump 21, and after adding a certain amount of hydrogen peroxide by the hydrogen peroxide dosing pump 23, it is ejected through the fluid-driven nozzle 241 to form a negative pressure in the air mixing chamber 243, Part of the exhaust gas of the gas collection and processing system 5 is sucked in by the suction pipe 242, and the induced draft fan 25 plays the role of pulling the exhaust gas. The gas-liquid mixed flow is perturbed by vorticity within a certain frequency range in the self-excited oscillation chamber 244, and is amplified in the self-excited oscillation chamber 244, and a severe shear field is formed by the self-excited oscillation, and the shear layer A series of discrete vortex rings are formed in the collision wall 245, when they reach the collision wall 245 and interact with it, a pressure oscillation wave will be generated in the area near the collision wall 245, which propagates upstream at the speed of sound, and induces new upstream vorticity pulsations. . If the process is repeated continuously, a strong self-excited oscillation will be formed in the chamber. After a certain number of cycles, the gas-liquid mixture flowing through the self-excited oscillation chamber will be repeatedly and violently sheared to reduce the size of the generated bubbles, and to achieve The uniform mixing of raw water and hydrogen peroxide produces micron-sized bubbles. The gas-liquid two-phase flow is ejected from the diffuser tube 246 in the form of pulses.

如图5和图6所示,具体地,气液混合流由气液出射管线26引入电芬顿处理系统1,通过数个曝气布水喷嘴27进行进一步布气布水,并实现流化填料28的流化状态。优选地,数个曝气布水喷嘴27以预设引射角环绕布设于电芬顿处理系统1的芬顿反应池14内的底部。进一步优选地,曝气布水喷嘴27的轴向中心线与水平面向下相交成30°~60°,数个曝气布水喷嘴27的组合布置对芬顿反应器内流体的流动状态进行控制,可进一步实现布气布水的均匀性,实现无死角流化状态,提高电传质效率。As shown in FIG. 5 and FIG. 6 , specifically, the gas-liquid mixed flow is introduced into the electro-Fenton treatment system 1 through the gas-liquid outlet line 26, and further air and water distribution is performed through several aeration and water distribution nozzles 27, and fluidization is realized. Fluidized state of packing 28. Preferably, a plurality of aeration water distribution nozzles 27 are arranged around the bottom of the Fenton reaction tank 14 of the electro-Fenton treatment system 1 at a preset injection angle. Further preferably, the axial centerline of the aeration and water distribution nozzles 27 intersects the horizontal plane downward at 30° to 60°, and the combined arrangement of several aeration and water distribution nozzles 27 controls the flow state of the fluid in the Fenton reactor. , which can further realize the uniformity of air distribution and water distribution, realize the fluidization state without dead angle, and improve the efficiency of electric mass transfer.

具体地,如图5所示,芬顿反应池14如果为圆形,则气液出射管线26也为圆形,环绕于圆形芬顿反应池14内底部圆周边缘,曝气布水喷嘴27分别以预设的间隔距离均匀设置于气液出射管线26上,由于电芬顿处理系统1的阳极板12和阴极板13也设置于芬顿反应池14内底部,将阳极板12和阴极板13设置于沿圆形芬顿反应池14的直径方向上,曝气布水喷嘴27分别设置于气液出射管线26圆周上,且均朝向相对于当前位置切线方向一预设的引射角方向,这样在环绕一周的曝气布水喷嘴27的布置下整个芬顿反应池14内具有各个方向的喷射液流,并且其轴向中心线与水平面向下相交成30°~60°,从而使得芬顿反应池14内的流化填料实现流化状态,能够在曝气布水喷嘴27喷出液柱的冲击下实现充分混合。流体的搅动和混合恰好主要发生于进行反应的阳极板12和阴极板13区域,从而实现无死角流化状态,提高芬顿反应电传质效率。Specifically, as shown in FIG. 5 , if the Fenton reaction tank 14 is circular, the gas-liquid exit line 26 is also circular, surrounding the inner bottom circumference edge of the circular Fenton reaction tank 14, and the aeration and water distribution nozzles 27 They are evenly arranged on the gas-liquid outlet line 26 at a preset interval. Since the anode plate 12 and the cathode plate 13 of the electro-Fenton treatment system 1 are also arranged at the bottom of the Fenton reaction cell 14, the anode plate 12 and the cathode plate are 13 are arranged along the diameter direction of the circular Fenton reaction tank 14, and the aeration and water distribution nozzles 27 are respectively arranged on the circumference of the gas-liquid outlet pipeline 26, and are directed towards a preset ejection angle direction relative to the tangential direction of the current position. In this way, under the arrangement of the aeration and water distribution nozzles 27 that surround the whole Fenton reaction tank 14, there are jet streams in all directions, and the axial centerline and the horizontal plane intersect downward at 30° to 60°, so that the The fluidized packing in the Fenton reaction tank 14 is in a fluidized state and can be fully mixed under the impact of the liquid column ejected from the aeration water distribution nozzle 27 . The agitation and mixing of the fluid happens mainly in the regions of the anode plate 12 and the cathode plate 13 where the reaction is performed, so as to realize a fluidized state without dead angle and improve the electric mass transfer efficiency of the Fenton reaction.

如图6所示,芬顿反应池14如果为矩形或方形,则气液出射管线26也为矩形或方形,设置于芬顿反应池14内底部的池壁边缘,曝气布水喷嘴27分别以预设的间隔距离均匀设置于气液出射管线26上,由于电芬顿处理系统1的阳极板12和阴极板13也设置于芬顿反应池14内底部,将阳极板12和阴极板13横向设置于矩形或方形芬顿反应池14的中部,曝气布水喷嘴27分别设置于沿池壁方向的各段气液出射管线26上,且均朝向相对于当前位置池壁方向一预设的引射角方向,这样在环绕一周的曝气布水喷嘴27的布置下整个芬顿反应池14内具有各个方向的喷射液流并且其轴向中心线与水平面向下相交成30°~60°,从而使得芬顿反应池14内的流化填料实现流化状态,能够在曝气布水喷嘴27喷出液柱的冲击下实现充分混合。流体的搅动和混合恰好主要发生于中部进行反应的阳极板12和阴极板13区域,从而实现无死角流化状态,提高芬顿反应电传质效率。As shown in FIG. 6 , if the Fenton reaction tank 14 is rectangular or square, the gas-liquid outlet line 26 is also rectangular or square, and is arranged on the edge of the tank wall at the bottom of the Fenton reaction tank 14, and the aeration water distribution nozzles 27 are respectively It is evenly arranged on the gas-liquid outlet line 26 at a preset interval. Since the anode plate 12 and the cathode plate 13 of the electro-Fenton treatment system 1 are also arranged at the bottom of the Fenton reaction cell 14, the anode plate 12 and the cathode plate 13 Horizontally arranged in the middle of the rectangular or square Fenton reaction tank 14, the aeration and water distribution nozzles 27 are respectively arranged on the gas-liquid outlet pipelines 26 of each section along the direction of the pool wall, and are directed towards a preset relative to the current position of the pool wall direction. In this way, under the arrangement of the surrounding aeration water distribution nozzles 27, the entire Fenton reaction tank 14 has jet streams in all directions, and its axial centerline intersects the horizontal plane downward at a distance of 30° to 60°. °, so that the fluidized packing in the Fenton reaction tank 14 is in a fluidized state, and can be fully mixed under the impact of the liquid column ejected from the aeration water distribution nozzle 27 . The agitation and mixing of the fluid happens mainly in the regions of the anode plate 12 and the cathode plate 13 where the reaction is carried out in the middle, so as to achieve a fluidized state without dead ends and improve the electric mass transfer efficiency of the Fenton reaction.

其中,射流加药曝气布水系统2使芬顿反应池14内的流化填料28处于多维纵向、环向的流动,将电芬顿反应所产生的络合铁,以结晶或沉淀的方式覆与流化床填料表面形成担体,使反应产生的Fe3+大部分以结晶长在填料上生成FeOOH异相结晶体,该异相结晶体又是一种良好的催化剂,并在担体表面促进了Fe3+向Fe2+的转化,由于反应池内Fe质担体的存在,也增加了电导率,构成了微电池结构,为·OH自由基与COD的作用提供催化作用及反应场所,提高污水和·OH自由基之间的接触频率,同时实现电芬顿反应区内无死角,为进一步增加芬顿试剂浓度提供空间,低能耗,高效率。Among them, the jet dosing aeration water distribution system 2 makes the fluidized packing 28 in the Fenton reaction tank 14 in a multi-dimensional longitudinal and annular flow, and the complex iron produced by the electro-Fenton reaction is crystallized or precipitated. Coated with the surface of the fluidized bed packing to form a support, so that most of the Fe 3+ produced by the reaction grows on the packing to form FeOOH heterogeneous crystals, which are also a good catalyst and promote Fe on the surface of the support. The conversion of 3+ to Fe 2+ , due to the existence of Fe carrier in the reaction pool, also increases the electrical conductivity, forming a micro-battery structure, providing catalytic action and reaction site for the action of OH free radicals and COD, improving sewage and The contact frequency between OH radicals, and at the same time, there is no dead angle in the electro-Fenton reaction zone, which provides space for further increasing the concentration of Fenton reagents, low energy consumption, and high efficiency.

在上述实施例中,优选地,沉淀出水池3包括中和池31、加碱子系统32、沉淀池33、斜板沉淀34、刮泥机35和出泥管37,芬顿反应池14的废水引入中和池31中,加碱子系统32向中和池31中加入碱性试剂进行中和反应,控制PH值为7~7.5。中和反应后进入沉淀池33,斜板沉淀34倾斜设置于沉淀池33内,沉淀后的污泥随斜板沉淀34沉降至沉淀池33底部实现泥水分离,上清液排出以进行进一步处理,刮泥机35将污泥通过出泥管37输出至填料回收制备系统4中,出泥管37上设置排泥阀36。In the above embodiment, preferably, the sedimentation tank 3 includes a neutralization tank 31, an alkali addition subsystem 32, a sedimentation tank 33, an inclined plate sedimentation 34, a sludge scraper 35 and a sludge outlet pipe 37. The waste water is introduced into the neutralization tank 31, and the alkali addition subsystem 32 adds an alkaline reagent to the neutralization tank 31 for neutralization reaction, and the pH value is controlled to be 7-7.5. After the neutralization reaction, it enters the sedimentation tank 33, the inclined plate sedimentation 34 is inclined and arranged in the sedimentation tank 33, and the sedimented sludge settles with the inclined plate sedimentation 34 to the bottom of the sedimentation tank 33 to realize the separation of mud and water, and the supernatant is discharged for further processing, The sludge scraper 35 outputs the sludge to the filler recovery preparation system 4 through the sludge discharge pipe 37 , and the sludge discharge pipe 37 is provided with a sludge discharge valve 36 .

在上述实施例中,优选地,填料回收制备系统4包括干燥机41、造粒机42、助剂子系统43和煅烧炉44,干燥机41入口与出泥管37相连通,干燥机41出口与造粒机42入口相连通,助剂子系统43将黏胶助剂加入造粒机42中,将干燥后的污泥在黏胶助剂的作用下形成棒料并造粒输出,造粒机42出口与煅烧炉44相连通,煅烧炉44出口与芬顿反应池14上的加料孔45相连通,将煅烧后的多孔铁颗粒作为流化填料28定期循环至芬顿反应池14中回收利用。In the above embodiment, preferably, the filler recovery preparation system 4 includes a dryer 41, a granulator 42, an auxiliary subsystem 43 and a calciner 44, the inlet of the dryer 41 is communicated with the mud discharge pipe 37, and the outlet of the dryer 41 is connected Connected with the inlet of the granulator 42, the auxiliary subsystem 43 adds the viscose auxiliary agent into the granulator 42, and the dried sludge is formed into a bar material under the action of the viscose auxiliary agent and granulated for output. The outlet of the machine 42 is communicated with the calciner 44, and the outlet of the calciner 44 is communicated with the feeding hole 45 on the Fenton reaction tank 14, and the calcined porous iron particles are periodically recycled to the Fenton reaction tank 14 as the fluidized filler 28 for recovery. use.

在上述实施例中,优选地,气体收集处理系统5包括集气罩51、引风管52和燃烧塔56,集气罩51密封罩设于芬顿反应池14上,引风管52一端连通于集气罩51内,另一端分别通过回流阀54连接至引风机25的入口以及通过电动阀53连通至燃烧塔56。In the above embodiment, preferably, the gas collection and treatment system 5 includes a gas collecting hood 51, an air induction pipe 52 and a combustion tower 56, the gas collecting hood 51 is sealed and provided on the Fenton reaction cell 14, and one end of the air induction pipe 52 is connected to each other. In the gas collecting hood 51 , the other end is connected to the inlet of the induced draft fan 25 through the return valve 54 and the combustion tower 56 through the electric valve 53 , respectively.

在上述实施例中,优选地,回流阀54所在回流气管55所需气源不足、回流气管55内为负压时,电动阀53逆向开启以向引风机25补充气源,回流气管55内为正压时燃烧塔56开启以消耗掉剩余尾气。In the above-mentioned embodiment, preferably, when the air source required by the return air pipe 55 where the return valve 54 is located is insufficient and the negative pressure in the return air pipe 55, the electric valve 53 is opened in the reverse direction to supplement the air source to the induced draft fan 25, and the return air pipe 55 is At positive pressure, the combustion tower 56 is opened to consume the remaining exhaust gas.

以上仅为本发明的优选实施例而已,并不用于限制本发明,对于本领域的技术人员来说,本发明可以有各种更改和变化。凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above are only preferred embodiments of the present invention, and are not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included within the protection scope of the present invention.

Claims (10)

1. A jet fluidized bed electro-fenton treatment system, comprising: the system comprises a jet flow dosing aeration water distribution system, an electro-Fenton treatment system, a sedimentation water outlet pool, a filler recovery preparation system and a gas collection treatment system;
the jet flow dosing aeration water distribution system introduces wastewater, hydrogen peroxide is pumped into the wastewater, air is input to carry out aeration treatment on the wastewater to form gas-liquid mixed flow, and the gas-liquid mixed flow is sprayed into the electro-Fenton treatment system;
adding a fluidized filler into the electro-Fenton treatment system, performing electro-Fenton treatment on the wastewater after adding the chemicals and aerating, outputting the treated wastewater to the sedimentation water outlet tank, and outputting waste gas generated by the electro-Fenton treatment to the gas collection treatment system;
the sedimentation water outlet tank is used for carrying out alkali treatment and sedimentation on the wastewater after electro-Fenton treatment, and discharging the precipitated sludge to the filler recovery preparation system;
the filler recovery preparation system circularly adds the particles after drying, adding the viscose auxiliary agent and granulating and calcining into the electro-Fenton treatment system to serve as fluidized fillers;
the gas collecting and processing system introduces a part of the collected waste gas into the jet flow dosing aeration water distribution system to carry out aeration treatment on the waste water, and the rest part is subjected to combustion consumption treatment.
2. The jet fluidized bed electro-Fenton treatment system according to claim 1, comprising a power source, an anode plate, a cathode plate and a Fenton reaction tank, wherein the anode plate and the cathode plate are respectively connected with a positive pole and a negative pole of the power source, and the anode plate and the cathode plate are respectively arranged in the Fenton reaction tank at intervals in a staggered manner.
3. The jet fluidized bed electro-fenton treatment system of claim 1, wherein: the jet medicine adding aeration water distribution system comprises a water diversion pump, a hydrogen peroxide storage tank, a hydrogen peroxide medicine adding pump, a self-oscillation jet medicine adding mixer, a draught fan, a gas-liquid outgoing pipeline, an aeration water distribution nozzle and fluidized fillers;
waste water is input at the inlet of the diversion pump, the outlet of the diversion pump is communicated with the self-oscillation jet-flow dosing mixer, the inlet of the hydrogen peroxide dosing pump is communicated with the hydrogen peroxide storage tank, the outlet of the hydrogen peroxide dosing pump is communicated with the outlet channel of the diversion pump, the outlet of the induced draft fan is communicated with the air suction pipe of the self-oscillation jet-flow dosing mixer, the outlet of the self-oscillation jet-flow dosing mixer is connected to the aeration water distribution nozzle through a gas-liquid outgoing pipeline, the aeration water distribution nozzle is arranged at the bottom in the Fenton reaction tank, and the fluidization filler is filled in the Fenton reaction tank.
4. The jet fluidized bed electro-Fenton treatment system according to claim 3, wherein the self-oscillating jet chemical dosing mixer comprises a fluid driving nozzle, the air suction pipe, a gas mixing chamber, a self-oscillating chamber, a collision wall and a diffusion pipe, the fluid driving nozzle is communicated with the water suction pump and the outlet of the hydrogen peroxide chemical dosing pump, the gas mixing chamber is arranged at the outlet of the fluid driving nozzle, the side wall of the gas mixing chamber is communicated with the air suction pipe, the mixture of the suction gas, the wastewater and the hydrogen peroxide forms a gas-liquid mixed flow in the gas mixing chamber, the self-oscillating chamber is arranged at the outlet of the gas mixing chamber, the collision wall is formed inside the self-oscillating chamber, the gas-liquid mixed flow self-oscillates and shears in the self-oscillating chamber to form a discrete vortex ring, and pressure oscillation waves are generated under the action of the collision wall, the outlet of the self-oscillation chamber is communicated with the diffusion pipe, the diffusion pipe is communicated with the gas-liquid outgoing pipeline, and the gas-liquid mixed flow is sprayed out from the diffusion pipe.
5. The jet fluidized bed electro-Fenton treatment system according to claim 1, wherein the precipitation effluent tank comprises a neutralization tank, an alkalifying subsystem, a sedimentation tank, an inclined plate sedimentation, a mud scraper and a mud outlet pipe, the wastewater in the Fenton reaction tank is introduced into the neutralization tank, the alkalifying subsystem adds an alkaline reagent into the neutralization tank for neutralization reaction, the wastewater enters the sedimentation tank after the neutralization reaction, the inclined plate sedimentation is obliquely arranged in the sedimentation tank, the precipitated sludge is sedimentated to the bottom of the sedimentation tank along with the inclined plate sedimentation, the mud scraper outputs the sludge to the filler recovery preparation system through the mud outlet pipe, and the mud outlet pipe is provided with a mud discharge valve.
6. The jet fluidized bed electro-Fenton treatment system according to claim 5, wherein the filler recovery preparation system comprises a dryer, a granulator, an auxiliary subsystem and a calciner, an inlet of the dryer is communicated with the sludge outlet pipe, an outlet of the dryer is communicated with an inlet of the granulator, the auxiliary subsystem adds a viscose auxiliary agent into the granulator, dried sludge is formed into bars under the action of the viscose auxiliary agent and output in a granulation mode, an outlet of the granulator is communicated with the calciner, an outlet of the calciner is communicated with a feeding hole in the Fenton reaction tank, and calcined porous iron particles are recycled to the Fenton reaction tank as the fluidized filler.
7. The fluid-jet fluidized-bed electro-Fenton treatment system according to claim 1, wherein the gas collection treatment system comprises a gas collection hood, an air induction pipe and a combustion tower, the gas collection hood is hermetically covered on the Fenton reaction tank, one end of the air induction pipe is communicated with the inside of the gas collection hood, and the other end of the air induction pipe is respectively connected to an inlet of the induced draft fan through a reflux valve and is communicated to the combustion tower through an electric valve.
8. The jet fluidized bed electro-Fenton treatment system according to claim 3, wherein the axial center line of the aeration water distribution nozzles intersects the horizontal surface downward at an angle of 30 ° to 60 °, and the plurality of aeration water distribution nozzles are circumferentially arranged at the bottom of the Fenton reaction tank at a predetermined angle of incidence, respectively.
9. The jet fluidized bed electro-Fenton treatment system according to claim 2, wherein the current density of the anode plate is 0.25-12.5 mA, the current density of the cathode plate is 2-15 mA, and Fe in the Fenton reaction tank2+The concentration of the catalyst is 0.2-12 mol/L, the concentration of hydrogen peroxide is 0.04-3 mol/L, and the distance between the anode plate and the cathode plate is 15-40 mm.
10. The fluid-jet fluidized-bed electro-fenton treatment system according to claim 7, wherein the electric valve is reversely opened to supplement the air source to the induced draft fan when the air source required by the return air pipe in which the return valve is located is insufficient and the pressure in the return air pipe is negative, and the combustion tower is opened to consume the remaining tail gas when the pressure in the return air pipe is positive.
CN201911082701.3A 2019-11-07 2019-11-07 Jet Fluidized Bed Electro-Fenton Treatment System Pending CN110668620A (en)

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CN112645548A (en) * 2021-01-20 2021-04-13 深圳市深水水务咨询有限公司 Aging landfill leachate treatment system and method based on combination of anaerobic ammonia oxidation and multistage Fenton

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Application publication date: 20200110