CN108298725A - A kind of batch-type Fenton oxidation reactor reagent adds course control method for use - Google Patents
A kind of batch-type Fenton oxidation reactor reagent adds course control method for use Download PDFInfo
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- 238000000034 method Methods 0.000 title claims abstract description 95
- 238000007254 oxidation reaction Methods 0.000 title claims abstract description 83
- 230000003647 oxidation Effects 0.000 title claims abstract description 59
- 239000003153 chemical reaction reagent Substances 0.000 title claims abstract description 12
- 230000008569 process Effects 0.000 claims abstract description 58
- 239000012028 Fenton's reagent Substances 0.000 claims abstract description 46
- MHAJPDPJQMAIIY-UHFFFAOYSA-N Hydrogen peroxide Chemical compound OO MHAJPDPJQMAIIY-UHFFFAOYSA-N 0.000 claims abstract description 46
- 238000012163 sequencing technique Methods 0.000 claims abstract description 28
- 235000003891 ferrous sulphate Nutrition 0.000 claims abstract description 21
- 239000011790 ferrous sulphate Substances 0.000 claims abstract description 21
- BAUYGSIQEAFULO-UHFFFAOYSA-L iron(2+) sulfate (anhydrous) Chemical compound [Fe+2].[O-]S([O-])(=O)=O BAUYGSIQEAFULO-UHFFFAOYSA-L 0.000 claims abstract description 21
- 229910000359 iron(II) sulfate Inorganic materials 0.000 claims abstract description 21
- 238000004886 process control Methods 0.000 claims abstract description 15
- 239000010842 industrial wastewater Substances 0.000 claims abstract description 12
- 239000010802 sludge Substances 0.000 claims abstract description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 20
- 238000003756 stirring Methods 0.000 claims description 15
- 239000011550 stock solution Substances 0.000 claims description 12
- 238000005189 flocculation Methods 0.000 claims description 10
- 238000010907 mechanical stirring Methods 0.000 claims description 9
- 239000000243 solution Substances 0.000 claims description 8
- 238000004364 calculation method Methods 0.000 claims description 6
- 230000014759 maintenance of location Effects 0.000 claims description 6
- 230000001105 regulatory effect Effects 0.000 claims description 6
- 238000004062 sedimentation Methods 0.000 claims description 6
- 238000003860 storage Methods 0.000 claims description 6
- 239000002351 wastewater Substances 0.000 claims description 5
- 230000016615 flocculation Effects 0.000 claims description 4
- 239000002253 acid Substances 0.000 claims description 3
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 claims description 3
- 238000010979 pH adjustment Methods 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 7
- 230000033116 oxidation-reduction process Effects 0.000 abstract description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Substances [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 12
- 239000000126 substance Substances 0.000 description 11
- 238000006243 chemical reaction Methods 0.000 description 9
- 230000001590 oxidative effect Effects 0.000 description 4
- MGZTXXNFBIUONY-UHFFFAOYSA-N hydrogen peroxide;iron(2+);sulfuric acid Chemical compound [Fe+2].OO.OS(O)(=O)=O MGZTXXNFBIUONY-UHFFFAOYSA-N 0.000 description 3
- 239000007800 oxidant agent Substances 0.000 description 3
- 230000002378 acidificating effect Effects 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000005416 organic matter Substances 0.000 description 2
- 238000006479 redox reaction Methods 0.000 description 2
- 238000004065 wastewater treatment Methods 0.000 description 2
- PXGOKWXKJXAPGV-UHFFFAOYSA-N Fluorine Chemical compound FF PXGOKWXKJXAPGV-UHFFFAOYSA-N 0.000 description 1
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 description 1
- 238000009303 advanced oxidation process reaction Methods 0.000 description 1
- 239000007864 aqueous solution Substances 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000003638 chemical reducing agent Substances 0.000 description 1
- 230000002596 correlated effect Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 230000003631 expected effect Effects 0.000 description 1
- 239000011737 fluorine Substances 0.000 description 1
- 229910052731 fluorine Inorganic materials 0.000 description 1
- TUJKJAMUKRIRHC-UHFFFAOYSA-N hydroxyl Chemical compound [OH] TUJKJAMUKRIRHC-UHFFFAOYSA-N 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 238000002203 pretreatment Methods 0.000 description 1
- 238000011112 process operation Methods 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 238000010791 quenching Methods 0.000 description 1
- 230000000171 quenching effect Effects 0.000 description 1
- 239000002516 radical scavenger Substances 0.000 description 1
- 230000036632 reaction speed Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000006722 reduction reaction Methods 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/66—Treatment of water, waste water, or sewage by neutralisation; pH adjustment
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/722—Oxidation by peroxides
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F2001/007—Processes including a sedimentation step
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/005—Processes using a programmable logic controller [PLC]
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/04—Oxidation reduction potential [ORP]
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/40—Liquid flow rate
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2305/00—Use of specific compounds during water treatment
- C02F2305/02—Specific form of oxidant
- C02F2305/026—Fenton's reagent
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Abstract
本发明公开一种序批式芬顿氧化反应器试剂投加过程控制方法,所述控制方法按以下步骤实现:选择难降解工业废水生化处理系统出水作为待处理工业废水;构建芬顿试剂投加过程自动控制系统;运行序批式芬顿氧化反应器,设定运行参数;采用芬顿试剂投加过程自动控制系统对序批式芬顿氧化反应器芬顿试剂投加过程进行控制,使序批式芬顿氧化反应器达到稳定的工况。本发明序批式芬顿氧化反应法的芬顿试剂投加过程控制方法以序批式芬顿氧化反应器内的氧化还原电位ORP为控制变量,采用反馈控制结构,调控过氧化氢投加计量泵和硫酸亚铁投加计量泵的运行,控制芬顿试剂投加过程,可避免芬顿试剂投加量过高或过低对氧化效果、污泥产量、后续处理等的影响。
The invention discloses a method for controlling the reagent dosing process of a sequencing batch type Fenton oxidation reactor. The control method is realized according to the following steps: selecting the effluent of a refractory industrial wastewater biochemical treatment system as the industrial wastewater to be treated; constructing the Fenton reagent dosing method Process automatic control system; run the sequence batch type Fenton oxidation reactor, set the operating parameters; use the Fenton reagent dosing process automatic control system to control the sequence batch type Fenton oxidation reactor Fenton reagent dosing process, so that the sequence batch type Fenton oxidation reactor Batch Fenton Oxidation Reactor reaches steady state. The Fenton reagent dosing process control method of the sequence batch type Fenton oxidation reaction method of the present invention takes the oxidation-reduction potential ORP in the sequence batch type Fenton oxidation reactor as a control variable, adopts a feedback control structure, and regulates the hydrogen peroxide dosing and metering The operation of the pump and the ferrous sulfate dosing metering pump can control the Fenton reagent dosing process, which can avoid the influence of too high or too low Fenton reagent dosage on the oxidation effect, sludge output, subsequent treatment, etc.
Description
技术领域technical field
本发明涉及芬顿氧化反应法的运行控制,特别是序批式芬顿氧化反应法的芬顿试剂投加过程控制方法。The invention relates to the operation control of the Fenton oxidation reaction method, in particular to the Fenton reagent dosing process control method of the sequential batch Fenton oxidation reaction method.
背景技术Background technique
大量的工程实践证明,对于一些难降解的有机废水经过前期处理后水中仍残留有少量有机物,此时水质仍不能满足排放要求,需对其进行深度处理,以使出水水质达到预期效果。A large number of engineering practices have proved that for some refractory organic wastewater after pre-treatment, there are still a small amount of organic matter in the water. At this time, the water quality still cannot meet the discharge requirements, and advanced treatment is required to make the effluent water quality achieve the expected effect.
芬顿氧化自1894年被法国科学家Fenton发现以来,至今已有百年历史,作为一种有效的高级氧化工艺,由于其设备简单、氧化能力强、处理效率高,被广泛应用于深度处理各种难降解工业废水。芬顿试剂之所以具有非常强的氧化能力,主要是因为Fe2+与H2O2在酸性条件下反应产生大量具有强氧化能力的羟基自由基,该自由基具有以下特点:①氧化能力极强,与一般氧化剂相比,羟基自由基具有更高的标准电极电势,仅次于单质氟,是一种极强的氧化剂,能与多种有机物发生反应;②反应速度快,由于羟基自由基参与的反应是游离基的化学反应,所以化学反应速度极快,反应速率常数比臭氧氧化反应高7个数量级,大大缩短废水处理的时间;③电负性极高,羟基自由基的电子亲和能力高达569.3KJ,将优先攻击有机物中电子云密度高的部位。羟基自由基氧化有机物质的反应结束后,加入碱液中和,利用产生的Fe(OH)3的胶体吸附、絮凝作用,可进一步去除水中有机物。Fenton oxidation has a history of 100 years since it was discovered by French scientist Fenton in 1894. As an effective advanced oxidation process, due to its simple equipment, strong oxidation ability and high treatment efficiency, it is widely used in advanced treatment of various difficult Degradation of industrial wastewater. The reason why Fenton’s reagent has a very strong oxidizing ability is mainly because Fe 2+ reacts with H 2 O 2 under acidic conditions to generate a large number of hydroxyl radicals with strong oxidizing ability. The free radicals have the following characteristics: ①Extreme oxidizing ability Strong, compared with general oxidants, hydroxyl radicals have a higher standard electrode potential, second only to elemental fluorine, and are extremely strong oxidants that can react with a variety of organic substances; The reaction involved is the chemical reaction of free radicals, so the chemical reaction is extremely fast, and the reaction rate constant is 7 orders of magnitude higher than that of the ozone oxidation reaction, which greatly shortens the time for wastewater treatment; ③The electronegativity is extremely high, and the electron affinity of hydroxyl radicals The power is as high as 569.3KJ, and it will preferentially attack the parts with high electron cloud density in organic matter. After the reaction of hydroxyl radicals to oxidize organic substances, add lye to neutralize, and use the colloidal adsorption and flocculation of Fe(OH) 3 to further remove organic substances in water.
由芬顿反应机理可以看出,芬顿氧化反应的关键在于羟基自由基,因此Fe2+与H2O2投加量对难降解工业废水的深度处理效果影响很大。当Fe2+和H2O2投量较低时,羟基自由基的生成量相对较少,进而处理效率较低。然而,H2O2同时也是羟基自由基捕获剂,H2O2投量过高会捕获体系产生的羟基自由基。当铁的投量过高时,H2O2被迅速地催化分解产生大量的活性羟基自由基,然而羟基自由基同基质的反应相对而言速度较慢,所以未消耗的游离羟基自由基彼此发生淬灭反应生成水,致使部分羟基自由基被消耗掉,从而降低羟基自由基的处理效率。同时铁投量过高将使被处理的水的色度增加,并增加污泥产量。此外,Fe2+和H2O2药剂成本较高。再加上难降解工业废水在污染物质种类、浓度、水量等方面都有较大变化,固定芬顿试剂投加量无法适应水质变化而保证有效完成难降解有机工业废水的深度处理要求,因此需对芬顿氧化反应的药剂投加过程进行监测、控制。From the Fenton reaction mechanism, it can be seen that the key to the Fenton oxidation reaction is hydroxyl radicals, so the dosage of Fe 2+ and H 2 O 2 has a great influence on the advanced treatment effect of refractory industrial wastewater. When the dosage of Fe 2+ and H 2 O 2 is low, the generation of hydroxyl radicals is relatively small, and the treatment efficiency is low. However, H 2 O 2 is also a hydroxyl radical scavenger at the same time. If the dosage of H 2 O 2 is too high, it will capture the hydroxyl radicals generated by the system. When the dosage of iron is too high, H 2 O 2 is rapidly catalyzed and decomposed to produce a large number of active hydroxyl radicals, but the reaction speed of hydroxyl radicals with the substrate is relatively slow, so the unconsumed free hydroxyl radicals interact with each other The quenching reaction produces water, which causes some of the hydroxyl radicals to be consumed, thereby reducing the treatment efficiency of the hydroxyl radicals. At the same time, too high iron dosage will increase the chroma of the treated water and increase the sludge output. In addition, the cost of Fe 2+ and H 2 O 2 reagents is relatively high. In addition, refractory industrial wastewater has great changes in the types, concentrations, and water volumes of pollutants, and the fixed Fenton reagent dosage cannot adapt to changes in water quality to ensure the effective completion of advanced treatment requirements for refractory organic industrial wastewater. Therefore, it is necessary to Monitor and control the chemical dosing process of the Fenton oxidation reaction.
发明内容Contents of the invention
本发明的目的是提供一种序批式芬顿氧化反应法的芬顿试剂投加过程控制方法,可实时对芬顿氧化反应的药剂投加过程进行监测、控制,避免芬顿试剂投加量过高或过低对氧化效果、污泥产量、后续处理等的影响。The purpose of the present invention is to provide a kind of Fenton reagent dosing process control method of sequential batch type Fenton oxidation reaction method, can monitor and control the medicament dosing process of Fenton oxidation reaction in real time, avoid Fenton reagent dosage The influence of too high or too low on oxidation effect, sludge output, subsequent treatment, etc.
为实现上述目的,本发明提供了如下方案:To achieve the above object, the present invention provides the following scheme:
一种序批式芬顿氧化反应器试剂投加过程控制方法,所述控制方法按如下步骤实现:A kind of sequential batch type Fenton oxidation reactor reagent dosing process control method, described control method is realized according to the following steps:
步骤1:选择难降解工业废水生化处理系统出水作为待处理工业废水,废水量为50-100m3/d,化学需氧量COD浓度为50-100mg/L、氨氮浓度为10-30mg/L、悬浮固体SS浓度为70-100mg/L;Step 1: Select the effluent from the refractory industrial wastewater biochemical treatment system as the industrial wastewater to be treated, the wastewater volume is 50-100m 3 /d, the COD concentration is 50-100mg/L, the ammonia nitrogen concentration is 10-30mg/L, Suspended solid SS concentration is 70-100mg/L;
步骤2:构建芬顿试剂投加过程自动控制系统,所述芬顿试剂投加过程自动控制系统包括硫酸盐亚铁贮备液调配池、过氧化氢贮备池、序批式芬顿氧化反应器、氧化还原电位ORP在线检测仪、安装PLC控制器的计算机、硫酸亚铁投加计量泵、过氧化氢投加计量泵以及计量泵控制器;所述ORP在线检测仪分别安装在距离序批式芬顿氧化反应器底部20cm、中间深度以及水面以下20cm处;所述芬顿试剂投加过程自动控制系统采用控制参数ORP设定值策略:氧化反应工序初始投加芬顿试剂过程中利用安装于序批式芬顿氧化反应器内的ORP在线检测仪,实时、连续在线测定序批式芬顿氧化反应器内的ORP值,计算机数据采集卡每隔30s采集、存储数值,计算平均值后将该值转换成数字信号,输入至PLC控制器内;与ORP设定值450-500mV进行比较,采用PID算法进行计算并输出数字信号计算结果,将数字信号计算结果转化为模拟信号后作为计量泵控制器输入值;计量泵控制器控制硫酸亚铁投加计量泵和过氧化氢投加计量泵关闭,停止投加芬顿试剂;Step 2: Build an automatic control system for the Fenton reagent dosing process, the automatic control system for the Fenton reagent dosing process includes a ferrous sulfate storage solution deployment pool, a hydrogen peroxide storage pool, a sequencing batch Fenton oxidation reactor, Redox potential ORP online detector, computer with PLC controller installed, ferrous sulfate dosing metering pump, hydrogen peroxide dosing metering pump and metering pump controller; The bottom 20cm of the Oxidation Reactor, the middle depth, and 20cm below the water surface; the automatic control system of the Fenton reagent dosing process adopts the control parameter ORP setting value strategy: during the initial addition of Fenton reagent in the oxidation reaction process The ORP online detector in the batch-type Fenton oxidation reactor can measure the ORP value in the batch-type Fenton oxidation reactor in real time and continuously online. The computer data acquisition card collects and stores the value every 30s, and calculates the average value. The value is converted into a digital signal and input to the PLC controller; compared with the ORP set value of 450-500mV, the PID algorithm is used to calculate and output the digital signal calculation result, and the digital signal calculation result is converted into an analog signal and used as a metering pump control The metering pump controller controls the ferrous sulfate dosing metering pump and the hydrogen peroxide dosing metering pump to close, and stops adding the Fenton reagent;
步骤3:运行序批式芬顿氧化反应器,该反应器包括6个工序:进水、调控pH值、芬顿氧化反应、絮凝、沉淀、排水与排泥,设定运行参数如下:水力停留时间为4-8h,反应器组数为1-3组,每日每组反应器运行2-4个周期;每周期运行期间,储存于调节池内的生化池出水进入序批式芬顿氧化反应器内,进水工序时间为10-30min;进水工序结束后,向反应器中投加酸液,调控反应器内pH值为3-5,进入调控pH值工序,调控pH值工序时间为5-10min,采用机械搅拌方式,搅拌速度梯度为720-900s-1;调控pH值工序结束后,向反应器中投加芬顿试剂,进入芬顿氧化反应工序,时间为4-6h,芬顿试剂投加量由步骤2中所述芬顿试剂投加过程自动控制系统调控,采用机械搅拌方式,工序初期10-30min内搅拌速度梯度为720-900s-1,剩余时间搅拌速度梯度为240-300s-1;芬顿氧化反应工序结束后,向反应器中投加碱液调控pH值为7-8,进入絮凝工序,时间为20-40min,采用机械搅拌方式,初期5-10min内搅拌速度梯度为720-900s-1,剩余时间搅拌速度梯度为20-60s-1;絮凝工序结束后,进入沉淀工序,时间为0.5h,最后为排水和排泥工序,时间为1-1.5h;Step 3: Run the sequencing batch Fenton oxidation reactor, which includes 6 processes: water intake, pH adjustment, Fenton oxidation reaction, flocculation, sedimentation, drainage and sludge discharge, and the operating parameters are set as follows: hydraulic retention The time is 4-8h, the number of reactor groups is 1-3 groups, and each group of reactors operates 2-4 cycles per day; during each cycle of operation, the effluent of the biochemical pool stored in the regulating tank enters the sequence batch Fenton oxidation reaction In the reactor, the time of the water inlet process is 10-30min; after the water inlet process is completed, acid solution is added to the reactor, and the pH value in the reactor is adjusted to be 3-5, and the pH value adjustment process is entered, and the pH value adjustment process time is 5-10min, using mechanical stirring, the stirring speed gradient is 720-900s -1 ; The dosage of the Fenton reagent is regulated by the automatic control system of the Fenton reagent dosing process described in step 2. The mechanical stirring method is adopted. The stirring speed gradient is 720-900s -1 in the initial 10-30min of the process, and the stirring speed gradient is 240s in the remaining time. -300s -1 ; After the Fenton oxidation reaction process is finished, add lye to the reactor to adjust the pH value to 7-8, enter the flocculation process, the time is 20-40min, adopt mechanical stirring method, stir in the initial 5-10min The speed gradient is 720-900s -1 , and the stirring speed gradient is 20-60s -1 in the remaining time; after the flocculation process is completed, it enters the sedimentation process for 0.5h, and finally the drainage and sludge discharge process for 1-1.5h;
步骤4:采用步骤2所述芬顿试剂投加过程自动控制系统对序批式芬顿氧化反应器芬顿试剂投加过程进行控制,使序批式芬顿氧化反应器达到稳定的工况。Step 4: The Fenton reagent dosing process automatic control system described in step 2 is used to control the Fenton reagent dosing process of the sequencing batch type Fenton oxidation reactor, so that the sequencing batch type Fenton oxidation reactor reaches a stable working condition.
可选的,步骤2中的硫酸亚铁贮备液浓度为22.67g/L,每组反应器每周期硫酸亚铁贮备液投加流量为35-135L/min;步骤2中的过氧化氢贮备液浓度为330g/L,每组反应器每周期过氧化氢投加流量为0.2-2.5L/min。Optionally, the concentration of the ferrous sulfate stock solution in step 2 is 22.67g/L, and the feeding flow of ferrous sulfate stock solution per cycle of each group of reactors is 35-135L/min; the hydrogen peroxide stock solution in step 2 The concentration is 330g/L, and the hydrogen peroxide dosing flow rate per cycle of each group of reactors is 0.2-2.5L/min.
可选的,步骤2中的PLC控制器的ORP设定值为475mV。Optionally, the ORP setting value of the PLC controller in step 2 is 475mV.
可选的,步骤3中的序批式芬顿氧化反应器水力停留时间为8h。Optionally, the hydraulic retention time of the sequencing batch Fenton oxidation reactor in step 3 is 8h.
可选的,步骤3中的序批式芬顿氧化反应器的组数为2组。Optionally, the number of groups of sequencing batch Fenton oxidation reactors in step 3 is 2 groups.
可选的,步骤3中的序批式芬顿氧化反应器每日运行3个周期。Optionally, the sequencing batch Fenton oxidation reactor in step 3 runs 3 cycles per day.
可选的,步骤2中每组反应器每周期硫酸亚铁贮备液投加流量为90L/min,每组反应器每周期过氧化氢投加流量为1.75L/min。Optionally, in step 2, the dosing flow rate of ferrous sulfate stock solution per cycle for each group of reactors is 90 L/min, and the dosing flow rate of hydrogen peroxide for each group of reactors is 1.75 L/min per cycle.
根据本发明提供的具体实施例,本发明公开了以下技术效果:According to the specific embodiments provided by the invention, the invention discloses the following technical effects:
本发明序批式芬顿氧化反应法的芬顿试剂投加过程控制方法,以序批式芬顿氧化反应器内的ORP为控制变量,采用反馈控制结构,调控过氧化氢投加计量泵和硫酸亚铁投加计量泵的运行,控制芬顿试剂投加过程,可避免芬顿试剂投加量过高或过低对氧化效果、污泥产量、后续处理等的影响。The Fenton reagent dosing process control method of the sequence batch type Fenton oxidation reaction method of the present invention uses the ORP in the sequence batch type Fenton oxidation reactor as a control variable, adopts a feedback control structure, and regulates the hydrogen peroxide dosing metering pump and The operation of the ferrous sulfate dosing metering pump and the control of the Fenton reagent dosing process can avoid the impact of excessive or low Fenton reagent dosage on the oxidation effect, sludge output, and subsequent treatment.
附图说明Description of drawings
为了更清楚地说明本发明实施例或现有技术中的技术方案,下面将对实施例中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动性的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the accompanying drawings required in the embodiments. Obviously, the accompanying drawings in the following description are only some of the present invention. Embodiments, for those of ordinary skill in the art, other drawings can also be obtained according to these drawings without paying creative labor.
图1为本发明具体实施方式一提供的控制方法的流程图。FIG. 1 is a flow chart of a control method provided in Embodiment 1 of the present invention.
具体实施方式Detailed ways
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,所描述的实施例仅仅是本发明一部分实施例,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。The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.
本发明的目的是提供一种序批式芬顿氧化反应法的芬顿试剂投加过程控制方法,以序批式芬顿氧化反应器内的ORP(Oxidation-Reduction Potential,氧化还原电位)为控制变量,采用反馈控制结构,调控过氧化氢投加计量泵和硫酸亚铁投加计量泵的运行,控制芬顿试剂投加过程,可避免芬顿试剂投加量过高或过低对氧化效果、污泥产量、后续处理等的影响。The object of the present invention is to provide a kind of Fenton's reagent dosing process control method of sequence batch type Fenton oxidation reaction method, with the ORP (Oxidation-Reduction Potential, redox potential) in the sequence batch type Fenton oxidation reactor as control Variable, adopts feedback control structure, regulates the operation of hydrogen peroxide dosing metering pump and ferrous sulfate dosing metering pump, controls the Fenton reagent dosing process, and can avoid the effect of excessive or low Fenton reagent dosage on the oxidation effect , sludge production, subsequent treatment, etc.
氧化还原电位ORP是决定氧化还原反应方向和程度的重要因素。氧化还原电位反映了一个体系的综合氧化还原能力。微观上看来,在某个体系中,每一种物质都有其独特的氧化还原能力,并且不同物质会相互反应,相互影响,最终在宏观上表现出一定的ORP。在水溶液中,ORP是由多个氧化还原电对构成的一个复杂的体系。因此,ORP虽然不能完全表现出某种氧化物或者还原物的浓度,但却可以反映出某个系统的氧化性或者还原性强弱的相对程度。芬顿氧化技术是近年来得到推广应用的废水深度处理技术,其反应本质是氧化还原反应。在芬顿氧化反应器中,Fe2+和H2O2在酸性条件下生成的羟基自由基是主要的氧化性物质,主要的还原性物质是废水中的难降解有机物质和Fe2+,上述几种物质的浓度变化影响着ORP值。序批式芬顿氧化反应系统投加Fe2+和H2O2后,因二者生成强氧化性物质羟基自由基,反应速率较大,所以羟基自由基浓度快速升高,根据能斯特方程,反应器内ORP值也将快速上升,达到最大值,且反应器内ORP最大值与初始H2O2投加量呈正相关。此外,试验研究和工程实践结果表明,芬顿氧化系统存在最佳的过氧化氢初始投加量。综上,利用序批式芬顿氧化反应体系ORP值变化规律可反映过氧化氢投加量的多少,因此,可用其作为控制参数调控芬顿试剂投加过程。Oxidation-reduction potential (ORP) is an important factor that determines the direction and degree of oxidation-reduction reactions. The redox potential reflects the comprehensive redox ability of a system. From a microscopic point of view, in a certain system, each substance has its unique redox ability, and different substances will react and influence each other, and finally show a certain ORP on a macroscopic level. In aqueous solution, ORP is a complex system composed of multiple redox couples. Therefore, although ORP cannot fully express the concentration of a certain oxide or reducing substance, it can reflect the relative degree of oxidation or reduction of a certain system. Fenton oxidation technology is an advanced wastewater treatment technology that has been popularized and applied in recent years, and its reaction essence is an oxidation-reduction reaction. In the Fenton oxidation reactor, the hydroxyl radicals generated by Fe 2+ and H 2 O 2 under acidic conditions are the main oxidizing substances, and the main reducing substances are refractory organic substances and Fe 2+ in wastewater, The concentration changes of the above-mentioned substances affect the ORP value. After adding Fe 2+ and H 2 O 2 to the sequencing batch Fenton oxidation reaction system, because the two generate strong oxidizing substance hydroxyl radicals, the reaction rate is relatively high, so the concentration of hydroxyl radicals increases rapidly, according to Nernst According to the equation, the ORP value in the reactor will also rise rapidly and reach the maximum value, and the maximum ORP value in the reactor is positively correlated with the initial H 2 O 2 dosage. In addition, the results of experimental research and engineering practice show that there is an optimal initial dosage of hydrogen peroxide in the Fenton oxidation system. To sum up, the change rule of ORP value in the sequencing batch Fenton oxidation reaction system can reflect the amount of hydrogen peroxide added, so it can be used as a control parameter to regulate the process of Fenton reagent addition.
此外,氧化还原电位ORP具有易于实现在线检测、响应时间短、精度较高等优点,因此,本发明提供一套以ORP作为控制变量的序批式芬顿氧化反应器芬顿试剂投加过程控制系统,以达到难降解有机物质的去除效率和较易的工艺运行控制、管理。In addition, ORP has the advantages of easy on-line detection, short response time, and high precision. Therefore, the present invention provides a set of Fenton reagent dosing process control system for sequential batch Fenton oxidation reactors with ORP as the control variable. , in order to achieve the removal efficiency of refractory organic substances and easier process operation control and management.
为使本发明的上述目的、特征和优点能够更加明显易懂,下面结合附图和具体实施方式对本发明作进一步详细的说明。In order to make the above objects, features and advantages of the present invention more comprehensible, the present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.
具体实施方式一:图1为本发明具体实施方式一提供的控制方法的流程图。如图1所示,本实施方式提供的序批式芬顿氧化反应器试剂投加过程控制方法包括以下步骤:Embodiment 1: FIG. 1 is a flowchart of a control method provided in Embodiment 1 of the present invention. As shown in Figure 1, the reagent dosing process control method for the sequencing batch type Fenton oxidation reactor provided by this embodiment comprises the following steps:
步骤1:选择难降解工业废水生化处理系统出水作为待处理工业废水,废水量为50-100m3/d,化学需氧量COD浓度为50-100mg/L、氨氮浓度为10-30mg/L、悬浮固体SS浓度为70-100mg/L。Step 1: Select the effluent from the refractory industrial wastewater biochemical treatment system as the industrial wastewater to be treated, the wastewater volume is 50-100m 3 /d, the COD concentration is 50-100mg/L, the ammonia nitrogen concentration is 10-30mg/L, Suspended solid SS concentration is 70-100mg/L.
步骤2:构建芬顿试剂投加过程自动控制系统,所述芬顿试剂投加过程自动控制系统包括硫酸盐亚铁贮备液调配池、过氧化氢贮备池、序批式芬顿氧化反应器、氧化还原电位ORP在线检测仪、安装PLC控制器的计算机、硫酸亚铁投加计量泵、过氧化氢投加计量泵以及计量泵控制器;所述ORP在线检测仪分别安装在距离序批式芬顿氧化反应器底部20cm、中间深度以及水面以下20cm处;所述芬顿试剂投加过程自动控制系统采用控制参数ORP设定值策略:氧化反应工序初始投加芬顿试剂过程中利用安装于序批式芬顿氧化反应器内的ORP在线检测仪,实时、连续在线测定序批式芬顿氧化反应器内的ORP值,计算机数据采集卡每隔30s采集、存储数值,计算平均值后将该值转换成数字信号,输入至PLC控制器内;与ORP设定值450-500mV进行比较,采用PID算法进行计算并输出数字信号计算结果,将数字信号计算结果转化为模拟信号后作为计量泵控制器输入值;计量泵控制器控制硫酸亚铁投加计量泵和过氧化氢投加计量泵关闭,停止投加芬顿试剂。Step 2: Build an automatic control system for the Fenton reagent dosing process, the automatic control system for the Fenton reagent dosing process includes a ferrous sulfate storage solution deployment pool, a hydrogen peroxide storage pool, a sequencing batch Fenton oxidation reactor, Redox potential ORP online detector, computer with PLC controller installed, ferrous sulfate dosing metering pump, hydrogen peroxide dosing metering pump and metering pump controller; The bottom 20cm of the Oxidation Reactor, the middle depth, and 20cm below the water surface; the automatic control system of the Fenton reagent dosing process adopts the control parameter ORP setting value strategy: during the initial addition of Fenton reagent in the oxidation reaction process The ORP online detector in the batch-type Fenton oxidation reactor can measure the ORP value in the batch-type Fenton oxidation reactor in real time and continuously online. The computer data acquisition card collects and stores the value every 30s, and calculates the average value. The value is converted into a digital signal and input to the PLC controller; compared with the ORP set value of 450-500mV, the PID algorithm is used to calculate and output the digital signal calculation result, and the digital signal calculation result is converted into an analog signal and used as a metering pump control The metering pump controller controls the ferrous sulfate dosing metering pump and the hydrogen peroxide dosing metering pump to shut down, and stops adding Fenton’s reagent.
步骤3:运行序批式芬顿氧化反应器,该反应器包括6个工序:进水、调控pH值、芬顿氧化反应、絮凝、沉淀、排水与排泥,设定运行参数如下:水力停留时间为4-8h,反应器组数为1-3组,每日每组反应器运行2-4个周期;每周期运行期间,储存于调节池内的生化池出水进入序批式芬顿氧化反应器内,进水工序时间为10-30min;进水工序结束后,向反应器中投加酸液,调控反应器内pH值为3-5,进入调控pH值工序,调控pH值工序时间为5-10min,采用机械搅拌方式,搅拌速度梯度为720-900s-1;调控pH值工序结束后,向反应器中投加芬顿试剂,进入芬顿氧化反应工序,时间为4-6h,芬顿试剂投加量由步骤2中所述芬顿试剂投加过程自动控制系统调控,采用机械搅拌方式,工序初期10-30min内搅拌速度梯度为720-900s-1,剩余时间搅拌速度梯度为240-300s-1;芬顿氧化反应工序结束后,向反应器中投加碱液调控pH值为7-8,进入絮凝工序,时间为20-40min,采用机械搅拌方式,初期5-10min内搅拌速度梯度为720-900s-1,剩余时间搅拌速度梯度为20-60s-1;絮凝工序结束后,进入沉淀工序,时间为0.5h,最后为排水和排泥工序,时间为1-1.5h。Step 3: Run the sequencing batch Fenton oxidation reactor, which includes 6 processes: water intake, pH adjustment, Fenton oxidation reaction, flocculation, sedimentation, drainage and sludge discharge, and the operating parameters are set as follows: hydraulic retention The time is 4-8h, the number of reactor groups is 1-3 groups, and each group of reactors operates 2-4 cycles per day; during each cycle of operation, the effluent of the biochemical pool stored in the regulating tank enters the sequence batch Fenton oxidation reaction In the reactor, the time of the water inlet process is 10-30min; after the water inlet process is completed, acid solution is added to the reactor, and the pH value in the reactor is adjusted to be 3-5, and the pH value adjustment process is entered, and the pH value adjustment process time is 5-10min, using mechanical stirring, the stirring speed gradient is 720-900s -1 ; The dosage of the Fenton reagent is regulated by the automatic control system of the Fenton reagent dosing process described in step 2. The mechanical stirring method is adopted. The stirring speed gradient is 720-900s -1 in the initial 10-30min of the process, and the stirring speed gradient is 240s in the remaining time. -300s -1 ; After the Fenton oxidation reaction process is finished, add lye to the reactor to adjust the pH value to 7-8, enter the flocculation process, the time is 20-40min, adopt mechanical stirring method, stir in the initial 5-10min The speed gradient is 720-900s -1 , and the stirring speed gradient is 20-60s -1 in the remaining time; after the flocculation process, it enters the sedimentation process for 0.5h, and finally the drainage and sludge discharge process for 1-1.5h.
步骤4:采用步骤2所述芬顿试剂投加过程自动控制系统对序批式芬顿氧化反应器芬顿试剂投加过程进行控制,使序批式芬顿氧化反应器达到稳定的工况。Step 4: The Fenton reagent dosing process automatic control system described in step 2 is used to control the Fenton reagent dosing process of the sequencing batch type Fenton oxidation reactor, so that the sequencing batch type Fenton oxidation reactor reaches a stable working condition.
优选地,步骤2中的硫酸亚铁贮备液浓度为22.67g/L,每组反应器每周期硫酸亚铁贮备液投加流量为35-135L/min;步骤2中的过氧化氢贮备液浓度为330g/L,每组反应器每周期过氧化氢投加流量为0.2-2.5L/min。Preferably, the ferrous sulfate stock solution concentration in step 2 is 22.67g/L, and the per cycle ferrous sulfate stock solution dosing flow rate of each group of reactors is 35-135L/min; the concentration of hydrogen peroxide stock solution in step 2 It is 330g/L, and the hydrogen peroxide dosing flow rate per cycle of each group of reactors is 0.2-2.5L/min.
具体实施方式二:本实施方式与具体实施方式一不同的是步骤2中的PLC控制器的ORP设定值为475mV,其他与具体实施方式一相同。Embodiment 2: This embodiment differs from Embodiment 1 in that the ORP setting value of the PLC controller in step 2 is 475 mV, and the others are the same as Embodiment 1.
具体实施方式三,本实施方式与具体实施方式一或二的不同点是步骤3中的序批式芬顿氧化反应器水力停留时间为8h,其他与具体实施方式一或二相同。Embodiment 3. The difference between this embodiment and Embodiment 1 or 2 is that the hydraulic retention time of the sequencing batch Fenton oxidation reactor in step 3 is 8h, and the others are the same as Embodiment 1 or 2.
具体实施方式四,本实施方式与具体实施方式一至三的不同点是步骤3中的序批式芬顿氧化反应器的组数为2组,其他与具体实施方式一至三相同。Embodiment 4. The difference between this embodiment and Embodiments 1 to 3 is that the number of sequencing batch Fenton oxidation reactors in step 3 is 2, and the others are the same as Embodiments 1 to 3.
具体实施方式五,本实施方式与具体实施方式一至四的不同点是步骤3中的序批式芬顿氧化反应器每日运行3个周期,其他与具体实施方式一至四相同。Embodiment 5. The difference between this embodiment and Embodiments 1 to 4 is that the sequencing batch Fenton oxidation reactor in step 3 runs for 3 cycles per day, and the others are the same as Embodiments 1 to 4.
具体实施方式六,本实施方式与具体实施方式一至五的不同点是每组反应器每周期硫酸亚铁贮备液投加流量为90L/min,每组反应器每周期过氧化氢投加流量为1.75L/min,其他与具体实施方式一至五相同。Specific embodiment six, the difference between this embodiment and specific embodiments one to five is that the per cycle ferrous sulfate stock solution dosing flow rate of each group of reactors is 90L/min, and the per cycle hydrogen peroxide dosing flow rate of each group of reactors is 1.75L/min, the others are the same as those in Embodiments 1 to 5.
本说明书中各个实施例采用递进的方式描述,每个实施例重点说明的都是与其他实施例的不同之处,各个实施例之间相同相似部分互相参见即可。Each embodiment in this specification is described in a progressive manner, each embodiment focuses on the difference from other embodiments, and the same and similar parts of each embodiment can be referred to each other.
本文中应用了具体个例对本发明的原理及实施方式进行了阐述,以上实施例的说明只是用于帮助理解本发明的方法及其核心思想;同时,对于本领域的一般技术人员,依据本发明的思想,在具体实施方式及应用范围上均会有改变之处。综上所述,本说明书内容不应理解为对本发明的限制。In this paper, specific examples have been used to illustrate the principle and implementation of the present invention. The description of the above embodiments is only used to help understand the method of the present invention and its core idea; meanwhile, for those of ordinary skill in the art, according to the present invention Thoughts, there will be changes in specific implementation methods and application ranges. In summary, the contents of this specification should not be construed as limiting the present invention.
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