[go: up one dir, main page]

CN102183910B - Method for detecting specific oxygen utilization rate of activated sludge microorganism online based on frequency control - Google Patents

Method for detecting specific oxygen utilization rate of activated sludge microorganism online based on frequency control Download PDF

Info

Publication number
CN102183910B
CN102183910B CN201010579870A CN201010579870A CN102183910B CN 102183910 B CN102183910 B CN 102183910B CN 201010579870 A CN201010579870 A CN 201010579870A CN 201010579870 A CN201010579870 A CN 201010579870A CN 102183910 B CN102183910 B CN 102183910B
Authority
CN
China
Prior art keywords
consumption rate
frequency
blower
aeration
oxygen consumption
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201010579870A
Other languages
Chinese (zh)
Other versions
CN102183910A (en
Inventor
王淑莹
顾升波
霍明昕
杨庆
杨培
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SDIC Xinkai Water Environment Investment Co Ltd
Original Assignee
Beijing University of Technology
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Beijing University of Technology filed Critical Beijing University of Technology
Priority to CN201010579870A priority Critical patent/CN102183910B/en
Publication of CN102183910A publication Critical patent/CN102183910A/en
Application granted granted Critical
Publication of CN102183910B publication Critical patent/CN102183910B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Activated Sludge Processes (AREA)

Abstract

通过变频调速在线检测活性污泥微生物比耗氧速率的方法涉及污水生物处理过程中一种过程控制参数的快速在线检测方法。现有的耗氧速率检测方法在线检测大多存在费用昂贵,存在滞后性,准确度不高,维护困难等缺点。本发明方法主要利用鼓风机变频控制溶解氧的过程中得到的在线频率参数来监测SBR工艺曝气阶段比耗氧速率变化,从而获得曝气过程中微生物比耗氧速率曲线的拐点,自动控制系统在线识别出拐点之后,发出控制指令控制曝气装置停止,避免过量曝气,节省曝气阶段的能耗。本发明方法具有响应速度快,在线检测,操作方便,成本低,运行稳定等优点。

Figure 201010579870

The method for on-line detection of the specific oxygen consumption rate of activated sludge microorganisms through frequency conversion speed regulation relates to a fast on-line detection method of process control parameters in the sewage biological treatment process. Most of the existing online detection methods for oxygen consumption rate have disadvantages such as high cost, hysteresis, low accuracy, and difficult maintenance. The method of the present invention mainly utilizes the online frequency parameter obtained in the process of controlling the dissolved oxygen by frequency conversion of the blower to monitor the change of the specific oxygen consumption rate in the aeration stage of the SBR process, thereby obtaining the inflection point of the microbial specific oxygen consumption rate curve in the aeration process, and the automatic control system is online After the inflection point is identified, a control command is issued to control the stop of the aeration device, so as to avoid excessive aeration and save energy consumption in the aeration stage. The method of the invention has the advantages of fast response, on-line detection, convenient operation, low cost, stable operation and the like.

Figure 201010579870

Description

通过变频调速在线检测活性污泥微生物比耗氧速率的方法Method for online detection of specific oxygen consumption rate of activated sludge microorganisms by frequency conversion speed regulation

技术领域 technical field

本发明涉及污水生物处理过程中比耗氧速率(SOUR)的快速在线检测方法,尤其是能够进行变频控制和自动控制的SBR工艺。所属技术领域为:活性污泥法深度生物脱氮处理理论与技术。The invention relates to a rapid on-line detection method of the specific oxygen consumption rate (SOUR) in the sewage biological treatment process, in particular to an SBR process capable of frequency conversion control and automatic control. The technical field is: the theory and technology of activated sludge deep biological denitrification treatment.

背景技术 Background technique

一般来说,采用罗茨鼓风机进行供氧的污水处理厂曝气费用占日常运行成本中的50-60%,曝气阶段节能降耗有很大的潜力和空间。因此越来越多的污水处理厂特别是SBR工艺中开始广泛采用变频供氧技术。作为目前污水处理过程中最有前景的技术,变频技术能够极大地降低污水处理过程中曝气能耗,节省日常运行成本,增强污水日处理能力。SBR工艺是间歇式活性污泥法污水处理工艺的简称,它的处理装置只有一个SBR反应池,进水、反应、沉淀、排水等步骤均在此反应池中进行,是一种常规的活性污泥法污水处理工艺。SBR工艺具有时间轴向特性和推动力大等优点,曝气过程耗氧速率变化曲线很有规律,非常适合作为SBR工艺的过程控制参数。Generally speaking, the aeration cost of a sewage treatment plant using Roots blower for oxygen supply accounts for 50-60% of the daily operating cost, and there is great potential and space for energy saving and consumption reduction in the aeration stage. Therefore, more and more sewage treatment plants, especially in the SBR process, have begun to widely adopt frequency conversion oxygen supply technology. As the most promising technology in the current sewage treatment process, frequency conversion technology can greatly reduce the energy consumption of aeration in the sewage treatment process, save daily operating costs, and enhance the daily sewage treatment capacity. The SBR process is the abbreviation of the intermittent activated sludge sewage treatment process. Its treatment device has only one SBR reaction tank, and the steps of water intake, reaction, precipitation, and drainage are all carried out in this reaction tank. It is a conventional activated sewage process. Sludge wastewater treatment process. The SBR process has the advantages of time axis characteristics and large driving force, and the oxygen consumption rate change curve is very regular during the aeration process, which is very suitable as a process control parameter for the SBR process.

作为表征活性污泥微生物活性的重要参数之一,活性污泥的比耗氧速率(SOUR)从微生物呼吸速率角度反映活性污泥生理状态和基质代谢情况。在活性污泥法早期,好氧微生物的呼吸速率就作为检测污泥生物活性的参数,在分析、评价和预测系统运行状况以及处理能力方面获得广泛的应用。研究和应用污水处理系统的OUR检测技术,对促进污水生物处理技术的发展,强化和提高污水生物处理系统的运行控制,具有十分重要的意义。As one of the important parameters to characterize the microbial activity of activated sludge, the specific oxygen consumption rate (SOUR) of activated sludge reflects the physiological state of activated sludge and substrate metabolism from the perspective of microbial respiration rate. In the early stage of the activated sludge process, the respiration rate of aerobic microorganisms was used as a parameter to detect the biological activity of sludge, and it was widely used in the analysis, evaluation and prediction of system operation status and treatment capacity. The research and application of OUR detection technology in sewage treatment system is of great significance to promote the development of sewage biological treatment technology, strengthen and improve the operation control of sewage biological treatment system.

以前多数呼吸仪采用溶解氧(DO)传感器检测DO浓度,根据DO的变化确定呼吸速率。采用DO传感器的呼吸仪可分为间歇式和连续式呼吸仪。In the past, most respirators used dissolved oxygen (DO) sensors to detect the DO concentration, and determined the respiration rate according to the change of DO. Respirators using DO sensors can be classified into intermittent and continuous respirators.

间歇式呼吸仪操作步骤装待测混合液于配备传感器与分析仪连接的完全封闭的小室,先曝气至溶解氧浓度接近饱和,再停止曝气,DO仪记录小室中溶解氧浓度变化。此变化曲线的斜率即为呼吸速率。检测过程中用磁力搅拌器进行混合搅拌。离线测量具有滞后性,不能实时检测,在线反馈。而且这些离线测量方法仅仅用于实验室检测,而且许多测量方法要添加抑制剂,影响活性污泥系统的稳定运行,不能作为系统长期运行的过程控制参数。The operation steps of the intermittent respiration instrument are to install the mixed liquid to be tested in a completely closed chamber equipped with a sensor connected to the analyzer, first aerate until the dissolved oxygen concentration is close to saturation, then stop the aeration, and the DO meter records the change of the dissolved oxygen concentration in the chamber. The slope of this change curve is the respiration rate. During the detection process, a magnetic stirrer was used for mixing and stirring. Off-line measurement has hysteresis and cannot be detected in real time, but online feedback. Moreover, these off-line measurement methods are only used for laboratory testing, and many measurement methods need to add inhibitors, which will affect the stable operation of the activated sludge system and cannot be used as process control parameters for the long-term operation of the system.

而连续式呼吸仪连续交替检测呼吸室进、出口处溶解氧浓度。污泥连续泵入此呼吸室。根据进口和出口溶解氧浓度的差之和停留时间计算出呼吸速率。同时必须假定溶解氧浓度维持稳定。但是由于目前在线OUR传感器费用昂贵,运行维护繁琐,性能不稳定,因此目前大部分的实际污水处理厂很少应用在线OUR传感器实时监测曝气过程,而是采用其它类型的传感器间接指示曝气过程的信息。The continuous respirator continuously and alternately detects the dissolved oxygen concentration at the inlet and outlet of the breathing chamber. Sludge is continuously pumped into this breathing chamber. The respiration rate was calculated from the difference between the inlet and outlet dissolved oxygen concentrations and the residence time. At the same time it must be assumed that the dissolved oxygen concentration remains constant. However, due to the high cost of online OUR sensors, cumbersome operation and maintenance, and unstable performance, most actual sewage treatment plants seldom use online OUR sensors to monitor the aeration process in real time, but use other types of sensors to indirectly indicate the aeration process Information.

随着自动控制设备、在线检测仪表(DO传感器、pH传感器、ORP传感器)和变频技术的开发和广泛应用,为实现以鼓风机频率为基础在线检测活性污泥系统的SOUR创造了有利条件。With the development and wide application of automatic control equipment, online detection instruments (DO sensor, pH sensor, ORP sensor) and frequency conversion technology, favorable conditions have been created for the realization of online detection of SOUR of activated sludge system based on the blower frequency.

发明内容 Contents of the invention

本发明的目的是建立一种快速间接检测微生物比耗氧速率(SOUR)的方法,通过变频控制鼓风机实现恒定溶解氧(DO)技术而得到的频率参数曲线来间接指示曝气过程的比耗氧速率,通过在各种环境控制参数条件下检测其稳定性,达到快速检测比耗氧速率的目的,实现SBR工艺的实时过程控制。The purpose of the present invention is to establish a method for rapid and indirect detection of microbial specific oxygen consumption rate (SOUR), and to indirectly indicate the specific oxygen consumption rate of the aeration process through the frequency parameter curve obtained by the frequency conversion control blower to realize the constant dissolved oxygen (DO) technology Rate, by testing its stability under various environmental control parameter conditions, the purpose of rapid detection of specific oxygen consumption rate is achieved, and real-time process control of SBR process is realized.

本发明在理论推导和反复试验的基础上,以SBR工艺为研究对象,通过考察鼓风机频率参数与微生物比耗氧速率(SOUR)之间存在的相关性,建立了一个在线监测活性污泥SOUR的线性关系式,制定了以SOUR为控制参数的控制策略。活性污泥的SOUR曲线特征可以有效地指示生化反应进程,一旦拐点出现,控制系统根据收到的模拟量反馈信号做出判断,将控制信号传递给执行机构,直接关闭鼓风机。On the basis of theoretical derivation and repeated tests, the present invention takes the SBR process as the research object, and establishes an online monitoring system for activated sludge SOUR by investigating the correlation between the blower frequency parameter and the microbial specific oxygen consumption rate (SOUR). A linear relational formula is used to formulate a control strategy with SOUR as the control parameter. The SOUR curve characteristics of activated sludge can effectively indicate the biochemical reaction process. Once the inflection point appears, the control system makes a judgment based on the received analog feedback signal, transmits the control signal to the actuator, and directly turns off the blower.

本发明的反应器设备(图1),包括反应器系统和自动控制系统;Reactor equipment (Fig. 1) of the present invention comprises reactor system and automatic control system;

反应器系统包括SBR反应器1、鼓风机2;鼓风机2与SBR反应器1底部的曝气管3相连,曝气管3与鼓风机2之间设置进气阀门4;The reactor system includes an SBR reactor 1 and a blower 2; the blower 2 is connected to the aeration pipe 3 at the bottom of the SBR reactor 1, and an inlet valve 4 is set between the aeration pipe 3 and the blower 2;

自动控制系统包括DO传感器、温度传感器、污泥浓度传感器、DO测定仪、污泥浓度测定仪、过程控制器和计算机;DO传感器5通过数据线与DO测定仪6相连后与过程控制器的数据信号输入接口11连接,DO测定仪6与变频器7相连,变频器7同时与鼓风机2、过程控制器13的数据信号输入接口11连接,过程控制器13的数据信号输出接口12与计算机14相连;由计算机14发出的控制指令通过输出总线控制鼓风机2;变频器7采集鼓风机2频率信号变化,过程控制器13中集成的逻辑程序根据变频器7反馈的在线频率信号、温度传感器8反馈的温度信号和污泥浓度传感器9反馈的污泥浓度信号计算SBR反应器1内微生物的实时比耗氧速率,获得的实时比耗氧速率数据通过数据线反馈给计算机14,从而在计算机14的软件界面上显示出来,最终实现曝气阶段微生物比耗氧速率的在线检测。The automatic control system includes a DO sensor, a temperature sensor, a sludge concentration sensor, a DO measuring instrument, a sludge concentration measuring instrument, a process controller and a computer; the DO sensor 5 is connected to the DO measuring instrument 6 through a data line and the data of the process controller The signal input interface 11 is connected, the DO measuring instrument 6 is connected with the frequency converter 7, and the frequency converter 7 is connected with the blower 2 and the data signal input interface 11 of the process controller 13 at the same time, and the data signal output interface 12 of the process controller 13 is connected with the computer 14 The control command sent by computer 14 controls blower blower 2 through output bus; Frequency converter 7 collects change of frequency signal of blower blower 2, and the logic program integrated in the process controller 13 is according to the online frequency signal of frequency converter 7 feedbacks, the temperature of temperature sensor 8 feedbacks The signal and the sludge concentration signal fed back by the sludge concentration sensor 9 calculate the real-time specific oxygen consumption rate of microorganisms in the SBR reactor 1, and the obtained real-time specific oxygen consumption rate data is fed back to the computer 14 through the data line, so that it can be displayed on the software interface of the computer 14 As shown above, the online detection of the specific oxygen consumption rate of microorganisms in the aeration stage is finally realized.

本发明的方法如下:Method of the present invention is as follows:

I)SBR反应器进水完成之后,鼓风机开始曝气,变频器根据DO测定仪反馈的DO信号和和鼓风机反馈的频率信号进行闭环控制,控制曝气阶段DO保持恒定;1) After the water intake of the SBR reactor is completed, the blower starts to aerate, and the frequency converter performs closed-loop control according to the DO signal fed back by the DO measuring instrument and the frequency signal fed back by the blower, and the DO in the control aeration stage remains constant;

II)过程控制器内逻辑程序集成了比耗氧速率与频率两者之间的线性关系式:SOURt=η×ft+λ;其中SOURt为t时刻的比耗氧速率,单位为mgO2/gMLVSS.h,ft为t时刻的频率值,T为水温,单位为℃,T在15~30℃范围内,η=MLVSS/2000;λ=α×β×k,其中α=Sosat-So,Sosat为T℃时水中饱和溶解氧值,So为溶解氧测定仪显示的溶解氧值,β=exp(T-20/T),k值在1.0~2.5范围内,温度为15℃时k值为1.0,温度每升高1℃,k值在原来的基础上增加0.1,k值的选取对线性关系式的影响不大。过程控制器将污泥浓度传感器反馈的信号通过计算获得挥发性污泥浓度值,从而确定η;根据SBR反应器内水温信号和变频控制恒定溶解氧的浓度信号确定传质推动力因子α和β值,继而计算出λ值。确立比耗氧速率与频率之间的线性关系式之后,变频器每隔相同的时间间隔采集频率信号,过程控制器根据频率信号计算出在线比耗氧速率,比耗氧速率信号反馈给计算机,计算机绘制比耗氧速率的曲线,比耗氧速率曲线会出现指示曝气终点的拐点(见图2);II) The logic program in the process controller integrates the linear relationship between the specific oxygen consumption rate and the frequency: SOUR t = η × f t + λ; where SOUR t is the specific oxygen consumption rate at time t, and the unit is mgO 2 /gMLVSS.h, f t is the frequency value at time t, T is the water temperature in °C, and T is in the range of 15-30 °C, η=MLVSS/2000; λ=α×β×k, where α=S osat -S o , S osat is the saturated dissolved oxygen value in water at T℃, S o is the dissolved oxygen value displayed by the dissolved oxygen meter, β=exp(T-20/T), k value is in the range of 1.0-2.5, When the temperature is 15°C, the k value is 1.0, and every time the temperature rises by 1°C, the k value increases by 0.1 on the original basis. The selection of the k value has little effect on the linear relationship. The process controller calculates the signal fed back by the sludge concentration sensor to obtain the volatile sludge concentration value to determine η; the mass transfer driving force factors α and β are determined according to the water temperature signal in the SBR reactor and the frequency conversion control constant dissolved oxygen concentration signal value, and then calculate the λ value. After the linear relationship between the specific oxygen consumption rate and the frequency is established, the frequency converter collects the frequency signal at the same time interval, the process controller calculates the online specific oxygen consumption rate according to the frequency signal, and the specific oxygen consumption rate signal is fed back to the computer. The computer draws the curve of the specific oxygen consumption rate, and the inflection point indicating the end point of aeration will appear on the specific oxygen consumption rate curve (see Figure 2);

III)计算机在曝气开始至少60分钟以后开始识别拐点,比耗氧速率拐点一旦出现,计算机将控制变量传递给过程控制器;III) The computer begins to identify the inflection point at least 60 minutes after the start of the aeration, and once the inflection point of the specific oxygen consumption rate occurs, the computer transmits the control variable to the process controller;

IV)过程控制器将控制变量经过数字模拟转换器D/A转换成控制信号;IV) The process controller converts the control variable into a control signal through a digital-to-analog converter D/A;

V)控制信号通过输出总线传递给鼓风机,鼓风机曝气停止。V) The control signal is transmitted to the blower through the output bus, and the aeration of the blower stops.

本发明的优势特点:在线检测,响应速度快,可以作为控制生化反应进程的控制参数,准确控制生化反应的进程,节能降耗。The advantages of the present invention are: on-line detection, fast response, can be used as a control parameter to control the biochemical reaction process, accurately control the biochemical reaction process, save energy and reduce consumption.

I)SOUR的检测方法具有操作简便、快速和响应时间短等优点,通过频率在线检测该指标,可及时反馈曝气阶段的运行信息。I) The detection method of SOUR has the advantages of simple operation, rapidity and short response time. Through frequency online detection of this index, the operation information of the aeration stage can be fed back in time.

II)自动化程度高,采用可编程控制器PLC控制,根据反馈的频率信号,可以快速计算出在线SOUR值。II) High degree of automation, controlled by programmable controller PLC, can quickly calculate the online SOUR value according to the feedback frequency signal.

III)运行稳定,在线检测的结果可靠,重现性好。频率信号抗干扰能力强,测量结果在不同条件下具有较好的重现性。III) The operation is stable, the result of online detection is reliable, and the reproducibility is good. The frequency signal has strong anti-interference ability, and the measurement results have good reproducibility under different conditions.

附图说明 Description of drawings

图1本发明装置示意图。Fig. 1 schematic diagram of the device of the present invention.

图2SOUR在线检测结果图。Figure 2 SOUR online detection results.

图1中,1-SBR反应器;2-鼓风机;3-曝气管;4-进气阀门;5-DO传感器;6-DO测定仪;7-变频器;8-温度传感器;9-污泥浓度传感器;10-污泥浓度检测器;11-信号输入接口;12-信号输出接口;13-过程控制器;14-计算机。In Fig. 1, 1-SBR reactor; 2-blower; 3-aeration pipe; 4-intake valve; 5-DO sensor; 6-DO measuring instrument; 7-frequency converter; 8-temperature sensor; Sludge concentration sensor; 10-sludge concentration detector; 11-signal input interface; 12-signal output interface; 13-process controller; 14-computer.

具体实施方式 Detailed ways

实施例,结合图1,图2说明本发明方法的运行操作工序。Embodiments, in conjunction with Fig. 1, Fig. 2 illustrates the operation procedure of the method of the present invention.

以某大学家属区排放的生活污水作为实验对象(pH=6.8~7.8,COD=160.5~319.8mg/L,NH4 +-N=40~80mg/L.所选择的SBR反应器有效体积为7m3,每周期进水为2.7m3,反应器内混合液的COD浓度维持在190~240mg/L,NH4 +-N浓度在30~40mg/L,温度为15℃。外加碳源采用体积分数为95%乙醇。具体过程如下:The domestic sewage discharged from a family area of a university was used as the experimental object (pH=6.8~7.8, COD=160.5~319.8mg/L, NH 4 + -N=40~80mg/L. The effective volume of the selected SBR reactor was 7m 3. The water intake per cycle is 2.7m 3 , the COD concentration of the mixed solution in the reactor is maintained at 190-240mg/L, the NH 4 + -N concentration is 30-40mg/L, and the temperature is 15°C. The volume of the external carbon source is The fraction is 95% ethanol. The specific process is as follows:

I)比耗氧速率与频率之间线性关系式的确定:当系统条件(反应器尺寸,曝气装置类型,温度,气压)稳定的时候,KLA的变化主要与曝气量的变化相关,而变频控制DO的过程中曝气量的变化主要由鼓风机的频率参数f来进行衡量和指示,SOUR可以由以下数学方程式表示:1) Determination of the linear relationship between the specific oxygen consumption rate and the frequency: when the system conditions (reactor size, aeration device type, temperature, air pressure) were stable, the change of K LA was mainly related to the change of the aeration rate, The change of aeration volume in the process of frequency conversion control DO is mainly measured and indicated by the frequency parameter f of the blower, and SOUR can be expressed by the following mathematical equation:

SOURt=η×ftSOUR t = η×f t

其中SOURt为t时刻的比耗氧速率,单位为mgO2/gMLVSS.h),ft为t时刻的频率值,η为污泥浓度修正因子,η=MLVSS/2000;λ=α×β×k,其中α为传质常数,α=Sosat-So,β为温度修正因子,β=exp(T-20/T),k为常数,其值在1.0~2.5范围内。过程控制器13将污泥浓度传感器9所反馈的信号经过处理获得挥发性污泥浓度值MLVSS信号之后,污泥浓度修正因子η=MLVSS/2000=2000/2000=1;过程控制器采集温度传感器反馈的温度信号,温度为15℃,从计算机14中数据库中获取15℃时水中饱和溶解氧浓度,该饱和溶解氧浓度为Sosat,其值为10.15mg/L,DO传感器反馈的DO信号为So,其值为3mg/L,计算出α=Sosat-So=7.15;过程控制器13根据温度传感器8反馈的温度信号计算出β=exp(T-20/T)=0.72,根据温度的大小选定k为1.0。当温度为15℃时,确定频率与比耗氧速率之间线性关系式如下:SOURt=1×ft+7.15×0.72×1.0=ft+5.18。Where SOUR t is the specific oxygen consumption rate at time t, the unit is mgO 2 /gMLVSS.h), f t is the frequency value at time t, η is the sludge concentration correction factor, η=MLVSS/2000; λ=α×β × k, where α is a mass transfer constant, α=S osat -S o , β is a temperature correction factor, β=exp(T-20/T), and k is a constant, and its value is in the range of 1.0-2.5. After the process controller 13 processes the signal fed back by the sludge concentration sensor 9 to obtain the volatile sludge concentration value MLVSS signal, the sludge concentration correction factor η=MLVSS/2000=2000/2000=1; the process controller collects the temperature sensor Feedback temperature signal, the temperature is 15°C, the saturated dissolved oxygen concentration in water at 15°C is obtained from the database in the computer 14, the saturated dissolved oxygen concentration is S osat , its value is 10.15mg/L, and the DO signal fed back by the DO sensor is S o , whose value is 3 mg/L, calculates α=S osat −S o =7.15; the process controller 13 calculates β=exp(T-20/T)=0.72 according to the temperature signal fed back by the temperature sensor 8, according to The size of the temperature selected k is 1.0. When the temperature is 15°C, the linear relationship between the determined frequency and the specific oxygen consumption rate is as follows: SOUR t =1× ft +7.15×0.72×1.0= ft +5.18.

II)SBR工艺的实时控制:II) Real-time control of SBR process:

1)进水:生活污水进入到SBR反应器1,进水阶段持续15分钟,进水量为2.7m31) Water inflow: domestic sewage enters the SBR reactor 1, the water inflow stage lasts for 15 minutes, and the inflow volume is 2.7m 3 .

2)曝气进水结束后,变频器7通过控制鼓风机2的转速快慢开始对SBR反应器进行变频控制,维持曝气阶段溶解氧浓度恒定在3.0mg/L左右,此时系统开始计时。过程控制器开始采集DO传感器5、温度传感器8和污泥浓度传感器9反馈的信号,根据这些传感器的信号确定比耗氧速率与频率之间的线性关系式。如果DO信号、温度信号和污泥浓度信号与上一周期的信号有偏差的话,过程控制器对线性关系式进行相应的修正。曝气阶段异养菌首先进行去除水中有机物的反应,然后氨氧化菌进行氨氧化反应。曝气开始至少60分钟之后,变频器每隔10秒采集一次鼓风机的频率信号,过程控制器可以获得频率的实时信号。控制器先对频率信号进行滤波和比较运算之后,再根据比耗氧速率和频率参数的线性关系式计算出SOUR信号值,线性关系式为SOURt=ft+5.18,其中ft为t时刻鼓风机的频率值。过程控制器将SOUR信号反馈给计算机,计算机通过分析计算发出是否停鼓风机的控制指令,同时将控制指令经数字模拟转换器D/A转换成控制信号再传输给鼓风机。当氨氧化反应结束时微生物不再耗氧时,SOUR曲线会出现一个‘拐点’,表现为SOUR值急剧下降,SOUR曲线一阶导数由正变负,此状态维持5分钟,计算机14通过过程控制器13发出控制指令关闭鼓风机,曝气停止,结果如图2所示。2) After the aeration and water intake, the frequency converter 7 starts to control the SBR reactor by controlling the speed of the blower 2 to keep the dissolved oxygen concentration constant at about 3.0 mg/L during the aeration phase, and the system starts timing at this time. The process controller starts to collect the signals fed back by the DO sensor 5, the temperature sensor 8 and the sludge concentration sensor 9, and determines the linear relationship between the specific oxygen consumption rate and the frequency according to the signals of these sensors. If the DO signal, temperature signal and sludge concentration signal deviate from the signal of the previous cycle, the process controller will make corresponding corrections to the linear relationship. In the aeration stage, the heterotrophic bacteria firstly carry out the reaction of removing organic matter in water, and then the ammonia oxidizing bacteria carry out the ammonia oxidation reaction. After the aeration starts for at least 60 minutes, the frequency converter collects the frequency signal of the blower every 10 seconds, and the process controller can obtain the real-time signal of the frequency. After the controller filters and compares the frequency signal, it calculates the SOUR signal value according to the linear relationship between the specific oxygen consumption rate and the frequency parameter . The frequency value of the blower. The process controller feeds back the SOUR signal to the computer, and the computer issues a control instruction whether to stop the blower through analysis and calculation, and at the same time converts the control instruction into a control signal through the digital-to-analog converter D/A and then transmits it to the blower. When the microorganism no longer consumes oxygen at the end of the ammonia oxidation reaction, an 'inflection point' will appear in the SOUR curve, which is manifested by a sharp drop in the SOUR value, and the first order derivative of the SOUR curve changes from positive to negative. This state is maintained for 5 minutes, and the computer 14 controls the The device 13 sends a control command to close the blower, and the aeration stops, and the result is as shown in Figure 2.

3)加碳源反硝化加药泵启动,加入400ml体积分数为95%的乙醇作为SBR系统反硝化碳源,同时搅拌60分钟,设定时间达到之后,计算机控制过程控制器发出控制指令关闭搅拌器,反硝化停止。3) Start the denitrification dosing pump with carbon source, add 400ml of ethanol with a volume fraction of 95% as the denitrification carbon source of the SBR system, and stir for 60 minutes at the same time. After the set time is up, the computer-controlled process controller sends a control command to turn off the stirring device, denitrification stops.

4)沉淀SBR系统在该阶段的时间设定为120分钟,此时进水阀门、进气阀门和排水阀门均关闭。4) Set the time of the precipitation SBR system at this stage to 120 minutes, and at this time, the water inlet valve, inlet valve and drain valve are all closed.

5)排水沉淀设定时间到之后,滗水器开启,系统自动排水,时间设定为30分钟,排水结束后,关闭滗水器。5) After the set time for drainage and sedimentation is up, the decanter will be turned on, and the system will automatically drain water. The time is set to 30 minutes. After the drainage is completed, the decanter will be closed.

6)闲置阶段该阶段根据需要设定闲置时间为4小时,排泥时间为10分钟,在过程控制器的调节下开启排泥泵,当达到预先设定的排泥时间后,关闭排泥泵;当达到预先设定闲置时间4小时后,系统停止运行或进入下一个周期。6) Idle stage In this stage, set the idle time to 4 hours and the sludge discharge time to 10 minutes according to the needs. The sludge discharge pump is turned on under the adjustment of the process controller. When the preset sludge discharge time is reached, the sludge discharge pump is turned off. ; When the preset idle time reaches 4 hours, the system stops running or enters the next cycle.

从应用本发明方法得到的检测结果来看,系统的响应速度快,反应灵敏,根据变频器每隔相同的时间间隔所反馈的频率信号可以快速测定曝气阶段微生物的比耗氧速率,同时计算机可以根据过程控制器反馈的信号实时绘出SOUR的变化曲线;而离线呼吸仪(检测过程参考背景技术)需要花费10-20分钟时间才能获得SOUR值,因此本发明解决了离线测量方法响应速度慢,有滞后性的问题;同时也在一定程度上克服了在线SOUR测定方法的维护繁琐,稳定性差的缺点。另外,通过在线检测的SOUR曲线,可以获得系统不同时刻的微生物生化反应状态,同时计算机上绘制的SOUR曲线在氨氧化终点时会出现拐点(如图2),基于以上信息,通过过程控制器反馈控制指令给鼓风机,实现实时控制,本发明为变频控制溶解氧条件下以SOUR为参数进行实时控制奠定坚实的理论基础和技术支持。From the detection result obtained by applying the method of the present invention, the response speed of the system is fast and sensitive, and the specific oxygen consumption rate of microorganisms in the aeration stage can be quickly determined according to the frequency signal fed back by the frequency converter at the same time interval, and the computer can simultaneously The change curve of SOUR can be drawn in real time according to the signal fed back by the process controller; and the off-line respiration instrument (referring to the background technology for the detection process) needs to spend 10-20 minutes to obtain the SOUR value, so the present invention solves the problem of the slow response of the off-line measurement method , has the problem of hysteresis; at the same time, it also overcomes the shortcomings of cumbersome maintenance and poor stability of the online SOUR determination method to a certain extent. In addition, through the online detection of the SOUR curve, the microbial biochemical reaction status at different moments of the system can be obtained. At the same time, the SOUR curve drawn on the computer will have an inflection point at the end of the ammonia oxidation (as shown in Figure 2). Based on the above information, the feedback through the process controller The control command is given to the blower to realize real-time control. The invention lays a solid theoretical foundation and technical support for real-time control with SOUR as a parameter under the condition of frequency conversion control of dissolved oxygen.

Claims (1)

1.通过变频调速在线检测活性污泥微生物比耗氧速率的方法,所应用的检测设备包括反应器系统和自动控制系统;1. The method of detecting the specific oxygen consumption rate of activated sludge microorganisms online through frequency conversion and speed regulation, and the applied detection equipment includes a reactor system and an automatic control system; 反应器系统包括SBR反应器、鼓风机;鼓风机与SBR反应器底部的曝气管相连,曝气管与鼓风机之间设置进气阀门;The reactor system includes an SBR reactor and a blower; the blower is connected to the aeration pipe at the bottom of the SBR reactor, and an inlet valve is set between the aeration pipe and the blower; 自动控制系统包括溶解氧传感器、温度传感器、污泥浓度传感器、污泥浓度检测器、溶解氧测定仪、变频器、过程控制器和计算机;污泥浓度传感器通过污泥浓度检测器连接到过程控制器;温度传感器通过溶解氧测定仪连接到过程控制器;溶解氧传感器通过数据线与溶解氧测定仪相连后与过程控制器的数据信号输入接口连接,溶解氧测定仪与变频器相连,变频器同时与鼓风机、过程控制器的数据信号输入接口连接,过程控制器的数据信号输出接口与计算机相连;由计算机发出的控制指令通过输出总线控制鼓风机;变频器采集鼓风机频率信号变化,过程控制器里集成的逻辑程序根据变频器反馈的在线频率信号、温度传感器反馈的温度信号和污泥浓度传感器反馈的污泥浓度信号计算SBR反应器内微生物的实时比耗氧速率,获得的实时比耗氧速率数据通过数据线反馈给计算机,在计算机的软件界面上显示;The automatic control system includes dissolved oxygen sensor, temperature sensor, sludge concentration sensor, sludge concentration detector, dissolved oxygen analyzer, frequency converter, process controller and computer; the sludge concentration sensor is connected to the process control through the sludge concentration detector The temperature sensor is connected to the process controller through the dissolved oxygen measuring instrument; the dissolved oxygen sensor is connected to the dissolved oxygen measuring instrument through the data line and then connected to the data signal input interface of the process controller, the dissolved oxygen measuring instrument is connected to the frequency converter, and the frequency converter At the same time, it is connected to the blower and the data signal input interface of the process controller, and the data signal output interface of the process controller is connected to the computer; the control command sent by the computer controls the blower through the output bus; the frequency converter collects the change of the blower frequency signal, and the process controller The integrated logic program calculates the real-time specific oxygen consumption rate of microorganisms in the SBR reactor according to the online frequency signal fed back by the frequency converter, the temperature signal fed back by the temperature sensor and the sludge concentration signal fed back by the sludge concentration sensor, and the obtained real-time specific oxygen consumption rate The data is fed back to the computer through the data line and displayed on the software interface of the computer; 其特征在于,包括以下步骤:It is characterized in that, comprising the following steps: I)SBR反应器进水完成之后,鼓风机开始曝气,变频器根据溶解氧测定仪反馈的溶解氧信号和和鼓风机反馈的频率信号进行闭环控制,控制曝气阶段溶解氧为一定值;1) After the water intake of the SBR reactor is completed, the blower starts aeration, and the frequency converter performs closed-loop control according to the dissolved oxygen signal fed back by the dissolved oxygen meter and the frequency signal fed back by the blower, and controls the dissolved oxygen in the aeration stage to a certain value; II)过程控制器内逻辑程序集成了比耗氧速率与频率两者之间的线性关系式:SOURt=η×ft+λ;其中SOURt为t时刻的比耗氧速率,单位为mgO2/gMLVSS.h,ft为t时刻的频率值,η=MLVSS/2000;λ=α×β×k,其中α=Sosat-So,Sosat为T℃时水中饱和溶解氧值,So为溶解氧测定仪显示的溶解氧值,β=exp(T-20/T),T为水温,单位为℃,T在15~30℃范围内,k值在1.0~2.5范围内,温度为15℃时k值为1.0,温度每升高1℃,k值在原来的基础上增加0.1,过程控制器将污泥浓度传感器反馈的信号通过计算获得挥发性污泥浓度值,从而确定η;根据SBR反应器内水温信号和变频控制恒定溶解氧的浓度信号确定传质推动力因子α和β值,继而计算出λ值;确立比耗氧速率与频率之间的线性关系式之后,变频器每隔相同的时间间隔采集频率信号,过程控制器根据频率信号计算出在线比耗氧速率,比耗氧速率信号反馈给计算机,计算机绘制比耗氧速率的曲线,比耗氧速率曲线会出现指示曝气终点的拐点;II) The logic program in the process controller integrates the linear relationship between the specific oxygen consumption rate and the frequency: SOUR t = η × f t + λ; where SOUR t is the specific oxygen consumption rate at time t, and the unit is mgO 2 /gMLVSS.h, f t is the frequency value at time t, η=MLVSS/2000; λ=α×β×k, where α=S osat -S o , S osat is the saturated dissolved oxygen value in water at T℃, S o is the dissolved oxygen value displayed by the dissolved oxygen meter, β=exp(T-20/T), T is the water temperature, the unit is °C, T is in the range of 15-30 °C, and the k value is in the range of 1.0-2.5. When the temperature is 15°C, the k value is 1.0, and every time the temperature rises by 1°C, the k value increases by 0.1 on the original basis. The process controller calculates the signal fed back by the sludge concentration sensor to obtain the volatile sludge concentration value, thereby determining η; Determine the mass transfer driving force factors α and β according to the water temperature signal in the SBR reactor and the frequency conversion control constant dissolved oxygen concentration signal, and then calculate the λ value; after establishing the linear relationship between the specific oxygen consumption rate and frequency, The frequency converter collects frequency signals at the same time interval, the process controller calculates the online specific oxygen consumption rate according to the frequency signal, and the specific oxygen consumption rate signal is fed back to the computer, and the computer draws the curve of the specific oxygen consumption rate, and the specific oxygen consumption rate curve will be The occurrence of an inflection point indicating the end of aeration; III)计算机在曝气开始至少60分钟以后开始识别拐点,比耗氧速率拐点一旦出现,计算机将控制变量传递给过程控制器;III) The computer begins to identify the inflection point at least 60 minutes after the start of the aeration, and once the inflection point of the specific oxygen consumption rate occurs, the computer transmits the control variable to the process controller; IV)过程控制器将控制变量经过数字模拟转换器D/A转换成控制信号;IV) The process controller converts the control variable into a control signal through a digital-to-analog converter D/A; 控制信号通过输出总线传递给鼓风机,鼓风机曝气停止。The control signal is transmitted to the blower through the output bus, and the blower aeration stops.
CN201010579870A 2010-12-03 2010-12-03 Method for detecting specific oxygen utilization rate of activated sludge microorganism online based on frequency control Active CN102183910B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201010579870A CN102183910B (en) 2010-12-03 2010-12-03 Method for detecting specific oxygen utilization rate of activated sludge microorganism online based on frequency control

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201010579870A CN102183910B (en) 2010-12-03 2010-12-03 Method for detecting specific oxygen utilization rate of activated sludge microorganism online based on frequency control

Publications (2)

Publication Number Publication Date
CN102183910A CN102183910A (en) 2011-09-14
CN102183910B true CN102183910B (en) 2012-10-24

Family

ID=44570099

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201010579870A Active CN102183910B (en) 2010-12-03 2010-12-03 Method for detecting specific oxygen utilization rate of activated sludge microorganism online based on frequency control

Country Status (1)

Country Link
CN (1) CN102183910B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016202628A1 (en) 2015-06-16 2016-12-22 Inwatech Enviromental Kft. Method of aerobic treatment of a biodegradable wastewater stream

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103278495B (en) * 2013-05-17 2015-12-09 中国人民大学 Active sludge specific oxygen utilization rate on-line determination device and method in sewage disposal system
CN108414716B (en) * 2018-04-24 2024-01-02 广州市市政工程设计研究总院有限公司 Device and method for detecting organic matter components of sewage
CN109851154B (en) * 2018-12-24 2022-03-18 扬州大学 A2Nitrogen and phosphorus recovery real-time control device for O-BCO process and control method thereof
CN113571137A (en) * 2021-06-25 2021-10-29 上海环境卫生工程设计院有限公司 Method for determining influence of environmental pH value on heterotrophic bacteria activity by adopting mathematical model
CN114088609A (en) * 2021-10-12 2022-02-25 天津城建大学 Microbial corrosion experimental device and experimental method of concrete under simulated seawater environment

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20070175823A1 (en) * 2006-01-31 2007-08-02 Vision Envirotech International Co. Ltd. Sequential batch reactor wastewater treatment process
CN201033748Y (en) * 2006-11-21 2008-03-12 北京工业大学 Orbal Oxidation Ditch Biological Denitrification Process Dissolved Oxygen Control Device
CN201207244Y (en) * 2008-06-06 2009-03-11 北京工业大学 Control teaching apparatus for SBR method blast engine energy saving frequency converting process
CN201662710U (en) * 2010-08-19 2010-12-01 中持(北京)环保发展有限公司 Dual parameter aeration control system for sewage treatment system
CN201903539U (en) * 2010-12-03 2011-07-20 北京工业大学 Frequency-converting speed-regulating fast online detecting device for specific oxygen uptake rate

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20070175823A1 (en) * 2006-01-31 2007-08-02 Vision Envirotech International Co. Ltd. Sequential batch reactor wastewater treatment process
CN201033748Y (en) * 2006-11-21 2008-03-12 北京工业大学 Orbal Oxidation Ditch Biological Denitrification Process Dissolved Oxygen Control Device
CN201207244Y (en) * 2008-06-06 2009-03-11 北京工业大学 Control teaching apparatus for SBR method blast engine energy saving frequency converting process
CN201662710U (en) * 2010-08-19 2010-12-01 中持(北京)环保发展有限公司 Dual parameter aeration control system for sewage treatment system
CN201903539U (en) * 2010-12-03 2011-07-20 北京工业大学 Frequency-converting speed-regulating fast online detecting device for specific oxygen uptake rate

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
李凌云等.活性污泥系统比耗氧速率在线检测与变化规律.《化工学报》.2010,第61卷(第4期),第995-1000页. *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016202628A1 (en) 2015-06-16 2016-12-22 Inwatech Enviromental Kft. Method of aerobic treatment of a biodegradable wastewater stream

Also Published As

Publication number Publication date
CN102183910A (en) 2011-09-14

Similar Documents

Publication Publication Date Title
CN201903539U (en) Frequency-converting speed-regulating fast online detecting device for specific oxygen uptake rate
CN102183910B (en) Method for detecting specific oxygen utilization rate of activated sludge microorganism online based on frequency control
CN101539564B (en) Method for detecting dynamic specific oxygen utilization rate of activated sludge system
CN101907596B (en) Method for monitoring and estimating inlet water toxicity of urban wastewater treatment plant on line
CN101556270A (en) Device for detecting dynamic specific oxygen utilization rate of activated sludge system
CN105548296B (en) A kind of activated sludge ammonia nitrogen utilizes rate on-line measuring device and detection method
CN106277299B (en) Aeration control system and method based on oxygen consumption rate tester
CN106277383B (en) Aeration control system and method based on oxygen consumption rate tester
CN107416969B (en) A kind of bioreactor and method for adjusting pH automatically on-line
CN101306871A (en) Oxygen energy-saving optimization control method and device for SBR process
CN105548039B (en) A kind of activated sludge denitrification rate on-line measuring device and detection method
CN110186970A (en) A kind of sewage treatment plant inflow toxicity on-line measuring device
CN112624336B (en) Sewage treatment intelligent control system and method based on gas monitoring
CN109133209A (en) Based on the sewage treatment intelligent regulating system simply controlled
CN103278495B (en) Active sludge specific oxygen utilization rate on-line determination device and method in sewage disposal system
KR101016394B1 (en) Real-time sewage treatment plant inflow sewage component analysis device combining rapid microbial respiration rate measuring device, S.S.
CN107315076A (en) A kind of online oxicity analysis system and its assay method
CN204359766U (en) A kind of mud nitrification activity intelligent analysis system
CN201508636U (en) Teaching experimental device for detecting dynamic specific oxygen consumption rate in activated sludge system
CN210953907U (en) Sewage treatment plant toxicity of intaking on-line measuring device
CN109775845A (en) Amount of oxygen exposure control method and device in sewage treatment
CN201226000Y (en) Equipment for generating N2O for researching sewerage denitrification process
JP3147491B2 (en) Method for measuring organic acid concentration and methane fermentation treatment apparatus
CN211620509U (en) Activated sludge aerobic respiration rate on-line detection equipment in sewage treatment system
CN107505219B (en) A device and method for quickly determining the performance of nitrifying bacteria agent

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20160517

Address after: 100101, room 822, block B, Wanda Plaza, Xinhua West Street, Beijing, Tongzhou District

Patentee after: Trust Water Environment Investment Company Limited

Address before: 100124 Chaoyang District, Beijing Ping Park, No. 100

Patentee before: Beijing University of Technology

CP03 Change of name, title or address
CP03 Change of name, title or address

Address after: 101199 7th Floor 701, No. 2 Building, 60 Xinhua West Street, Tongzhou District, Beijing

Patentee after: Guotou xinkaishui Environmental Investment Co.,Ltd.

Address before: 100101, room 822, block B, Wanda Plaza, Xinhua West Street, Beijing, Tongzhou District

Patentee before: XINKAI WATER ENVIRONMENT INVESTMENT Co.,Ltd.