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Anaerobic Waste Water
    Treatment System
                Mrunalini Kannan
                     2539239
Department of Electrical and Computer Engineering
           Cleveland State University
             Cleveland, Ohio-44114
Anaerobic Waste Water Treatment System

 Anaerobic wastewater treatment is a method for degradation
  of organic compounds by utilizing the action of anaerobic
  bacterial flora, which grows in wastewater, at an oxygen-free
  environment.

 For an anaerobic treatment system, pH is an important
  environmental factor that can influence the activity of
  anaerobic bacteria.

 In the final anaerobic stage process the methane bacteria need
  optimal pH range from 6.8-7.2

6/12/2012                                                      2
pH Control System




6/12/2012           3
Mathematical Model




6/12/2012            4
Frequency Response
            Analysis




6/12/2012                   5
Frequency Response Analysis
 Methods
       Bode Plot
       Nyquist Plot


 This gives a non-parametric, and model independent
  characterization of arbitrary order stabilizing controllers.

 The result shows the frequency response of any stabilizing
  controller that must satisfy constraints on its magnitude phase
  and rate of change of phase at certain frequencies that are
  imposed by the frequency response .

6/12/2012                                                       6
Continuation
Bode Plot      Nyquist Plot




6/12/2012                     7
Stability Analysis
                      The gain margin is 40.0632 and
                       the phase margin is 91.7172.

                      For a system if both gain margin
                       and phase margin are positive
                       then the system is said to be
                       stable.

                      The gain margin and phase
                       margin    of    the   anaerobic
                       wastewater treatment system is
                       positive.

                      Hence the anaerobic wastewater
                       treatment system is stable.


6/12/2012                                             8
Time Response Analysis




6/12/2012                9
PID Control
 Proportional-Integral-Derivative (PID) control offers the simplest yet most
  efficient solution to real world control problems.

 A proportional-integral-derivative controller is a generic control loop
  feed-back mechanism widely used in industrial control systems.

 PID controller calculates an error value as the difference between a
  measured process variable and a desired set-point.

 The proportional, integral and derivative values can be can be interpreted in
  terms of time that is P depends on present error, I depend on
  accumulation of past errors and D is a prediction of future errors based
  on current rate of change.

6/12/2012                                                                    10
Continuation
 The popularity of PID controllers is due to their functional simplicity and
  reliability.

 They provide robust and reliable performance for most systems if the
  PID parameters are determined or tuned to ensure a satisfactory closed-
  loop performance.

 The individual effects of these three terms on the closed-loop performance
  are summarized.




6/12/2012                                                                  11
PID Control




6/12/2012     12
PID Response




6/12/2012      13
Active Disturbance Rejection Control




6/12/2012                              14
Estimated Mathematical Model




6/12/2012                      15
6/12/2012   16
Estimated Plant-ADRC Response




6/12/2012                       17
Estimated Plant-Observer output




6/12/2012                         18
Anaerobic Waste Water Treatment System-
Mathematical Model, Parameters




6/12/2012                                 19
ADRC Design




6/12/2012     20
ADRC Response




6/12/2012       21
Stability Analysis
 The stability is given by closed loop transfer function.




6/12/2012                                                    22
Continuation
 The characteristic Polynomial is



 Coefficients in C(s) and H(s)




6/12/2012                            23
Parameters and Transfer Function
 The parameters and the transfer function to see the stability of
  the system is shown




 The stability is checked using the bode plot and nyquist plot


6/12/2012                                                         24
Responses/Plots
Bode              Nyquist




6/12/2012                   25
Stability Analysis
Since the gain margin is positive the
                                                 Gm =4.3420
system is stable. The gain cross-over
                                                 Pm =97.7024
frequency and the phase crossover
                                                 ⍵gc =142.8642
frequency are also positive. Hence the
                                                 ⍵pc =37.7915
system is said to be stable.


     From the nyquist plot it could be said that the system is stable.


             Hence from the frequency response analysis it
             could be said that the system is stable and robust.

 6/12/2012                                                           26
ADRC


            WHY?

6/12/2012          27
Comparison of PID and ADRC
PID                                       ADRC
   Simplicity                             Simple
   Robustness                             Robustness against dynamic
                                            variations      and        external
   Not inherent                            disturbances
   Covers treatment to both transient     Inherent due to the fact that
    and steady state response               controller is not dependent on
                                            accurate mathematical model
   Applies to linear systems              Applies generally to non-linear
   Tuning of three values is difficult     and time varying systems with
                                            SISO or MIMO
   Has Maximum overshoot                  Tuning a single value is easy
   Settles after a long time.             Has comparatively less overshoot
                                           Settles immediately and has good
                                            settling time

6/12/2012                                                                    28
Comparison of PID and ADRC




6/12/2012                    29
Conclusion

               From the comparative response it
               is noted that ADRC has less
               overshoot and good settling time
               than PID control.




6/12/2012                                         30
References
 Cascade Control of the PH in an Anaerobic Wastewater Treatment System Kang
  Jiayu Wang Mengxiao Mi Linan and Xiao Zhongjun Shannxi University of
  Science & Technology Xi’an, China.

 Implementation of Matlab-SIMULINK Based Real Time Temperature Control for
  Set Point Changes, Emine Dogru Bolat 5/11/2011

 PID Control System Analysis, Design, and Technology, Kiam Heong Ang, Gregory
  Chong, Student Member, IEEE, and Yun Li, Member, IEEE

 16th IEEE International Conference on Control Applications Part of IEEE Multi-
  conference on Systems and Control Singapore, 1-3 October 2007, Frequency
  Response Analysis of Active Disturbance Rejection Based Control System Gang
  Tian1 and Zhiqiang Gao1,2

 Scaling and Bandwidth-Parameterization Based Controller Tuning Zhiqiang Gao
  Dept. of Electrical and Computer Engineering Cleveland State University,
  Cleveland, Ohio 44115

6/12/2012                                                                       31
6/12/2012   32

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Anaerobic Waste Water Treatment System

  • 1. Anaerobic Waste Water Treatment System Mrunalini Kannan 2539239 Department of Electrical and Computer Engineering Cleveland State University Cleveland, Ohio-44114
  • 2. Anaerobic Waste Water Treatment System  Anaerobic wastewater treatment is a method for degradation of organic compounds by utilizing the action of anaerobic bacterial flora, which grows in wastewater, at an oxygen-free environment.  For an anaerobic treatment system, pH is an important environmental factor that can influence the activity of anaerobic bacteria.  In the final anaerobic stage process the methane bacteria need optimal pH range from 6.8-7.2 6/12/2012 2
  • 5. Frequency Response Analysis 6/12/2012 5
  • 6. Frequency Response Analysis  Methods  Bode Plot  Nyquist Plot  This gives a non-parametric, and model independent characterization of arbitrary order stabilizing controllers.  The result shows the frequency response of any stabilizing controller that must satisfy constraints on its magnitude phase and rate of change of phase at certain frequencies that are imposed by the frequency response . 6/12/2012 6
  • 7. Continuation Bode Plot Nyquist Plot 6/12/2012 7
  • 8. Stability Analysis  The gain margin is 40.0632 and the phase margin is 91.7172.  For a system if both gain margin and phase margin are positive then the system is said to be stable.  The gain margin and phase margin of the anaerobic wastewater treatment system is positive.  Hence the anaerobic wastewater treatment system is stable. 6/12/2012 8
  • 10. PID Control  Proportional-Integral-Derivative (PID) control offers the simplest yet most efficient solution to real world control problems.  A proportional-integral-derivative controller is a generic control loop feed-back mechanism widely used in industrial control systems.  PID controller calculates an error value as the difference between a measured process variable and a desired set-point.  The proportional, integral and derivative values can be can be interpreted in terms of time that is P depends on present error, I depend on accumulation of past errors and D is a prediction of future errors based on current rate of change. 6/12/2012 10
  • 11. Continuation  The popularity of PID controllers is due to their functional simplicity and reliability.  They provide robust and reliable performance for most systems if the PID parameters are determined or tuned to ensure a satisfactory closed- loop performance.  The individual effects of these three terms on the closed-loop performance are summarized. 6/12/2012 11
  • 14. Active Disturbance Rejection Control 6/12/2012 14
  • 16. 6/12/2012 16
  • 19. Anaerobic Waste Water Treatment System- Mathematical Model, Parameters 6/12/2012 19
  • 22. Stability Analysis  The stability is given by closed loop transfer function. 6/12/2012 22
  • 23. Continuation  The characteristic Polynomial is  Coefficients in C(s) and H(s) 6/12/2012 23
  • 24. Parameters and Transfer Function  The parameters and the transfer function to see the stability of the system is shown  The stability is checked using the bode plot and nyquist plot 6/12/2012 24
  • 25. Responses/Plots Bode Nyquist 6/12/2012 25
  • 26. Stability Analysis Since the gain margin is positive the Gm =4.3420 system is stable. The gain cross-over Pm =97.7024 frequency and the phase crossover ⍵gc =142.8642 frequency are also positive. Hence the ⍵pc =37.7915 system is said to be stable. From the nyquist plot it could be said that the system is stable. Hence from the frequency response analysis it could be said that the system is stable and robust. 6/12/2012 26
  • 27. ADRC WHY? 6/12/2012 27
  • 28. Comparison of PID and ADRC PID ADRC  Simplicity  Simple  Robustness  Robustness against dynamic variations and external  Not inherent disturbances  Covers treatment to both transient  Inherent due to the fact that and steady state response controller is not dependent on accurate mathematical model  Applies to linear systems  Applies generally to non-linear  Tuning of three values is difficult and time varying systems with SISO or MIMO  Has Maximum overshoot  Tuning a single value is easy  Settles after a long time.  Has comparatively less overshoot  Settles immediately and has good settling time 6/12/2012 28
  • 29. Comparison of PID and ADRC 6/12/2012 29
  • 30. Conclusion From the comparative response it is noted that ADRC has less overshoot and good settling time than PID control. 6/12/2012 30
  • 31. References  Cascade Control of the PH in an Anaerobic Wastewater Treatment System Kang Jiayu Wang Mengxiao Mi Linan and Xiao Zhongjun Shannxi University of Science & Technology Xi’an, China.  Implementation of Matlab-SIMULINK Based Real Time Temperature Control for Set Point Changes, Emine Dogru Bolat 5/11/2011  PID Control System Analysis, Design, and Technology, Kiam Heong Ang, Gregory Chong, Student Member, IEEE, and Yun Li, Member, IEEE  16th IEEE International Conference on Control Applications Part of IEEE Multi- conference on Systems and Control Singapore, 1-3 October 2007, Frequency Response Analysis of Active Disturbance Rejection Based Control System Gang Tian1 and Zhiqiang Gao1,2  Scaling and Bandwidth-Parameterization Based Controller Tuning Zhiqiang Gao Dept. of Electrical and Computer Engineering Cleveland State University, Cleveland, Ohio 44115 6/12/2012 31
  • 32. 6/12/2012 32