Optimal Operation of a Wastewater Treatment Unit Using Advanced Control Strategy Emad Ali Chemical Engineering Department King Saud University.

Slides:



Advertisements
Similar presentations
Lecture 1: Introduction to Process Control
Advertisements

Control Structure Design for an Activated Sludge Process
Production of Single Cell Protein from Natural Gas John Villadsen Center for Biochemical Engineering Technical University of Denmark.
CHE 185 – PROCESS CONTROL AND DYNAMICS
Modelling & Simulation of Chemical Engineering Systems
Biological waste water treatment
ACTIVATED SLUDGE PROCESS AND KINETICS OF ASP
Modeling Suspended Growth Systems – see Grady, Daigger & Lim Environmental Biotechnology CE421/521 Tim Ellis (originally prepared by Dr. Eric Evans) October.
Specialization project 2012 Temperature control of an unstable chemical reactor By Ola Sæterli Hjetland Supervisors: Sigurd Skogestad, Krister Forsman.
Dynamics and Steady States of Two Chemostats in Series Due to the contamination of the biochemical waste, the techniques of waste treatment have been applied.
Wastewater Processes.
Activated Sludge Plants: Dimensioning Eduardo Cleto Pires.
CHE 185 – PROCESS CONTROL AND DYNAMICS
Activated Sludge Design (Complete Mix Reactor)
Environmental Technology ChimH409 (2-0-1) Michel Verbanck 2012 Universite Libre de Bruxelles Bruface Dept Water Pollution.
PROCESS INTEGRATED DESIGN WITHIN A MODEL PREDICTIVE CONTROL FRAMEWORK Mario Francisco, Pastora Vega, Omar Pérez University of Salamanca – Spain University.
INTEGRATED DESIGN OF WASTEWATER TREATMENT PROCESSES USING MODEL PREDICTIVE CONTROL Mario Francisco, Pastora Vega University of Salamanca – Spain European.
NORM BASED APPROACHES FOR AUTOMATIC TUNING OF MODEL BASED PREDICTIVE CONTROL Pastora Vega, Mario Francisco, Eladio Sanz University of Salamanca – Spain.
Development of Dynamic Models Illustrative Example: A Blending Process
A Comparative Study Of Deterministic And Stochastic Optimization Methods For Integrated Design Of Processes Mario Francisco a, Silvana Revollar b, Pastora.
NORM BASED APPROACHES FOR INTEGRATED DESIGN OF WASTEWATER TREATMENT PLANTS Multiobjective problem considering f 1,f 22 and f 24 : Comparison of weights.
QUALITY CONTROL OF POLYETHYLENE POLYMERIZATION REACTOR M. Al-haj Ali, Emad M. Ali CHEMICAL ENGINEERING DEPARTMENT KING SAUD UNIVERSITY.
Process Control Computer Laboratory Dr. Emad M. Ali Chemical Engineering Department King SAUD University.
1 Jordan University of Science and Technology Chemical Engineering Department “Modeling & Control of Continuous Fluidized Bed Dryers” BY MOHAMMAD AL-HAJ.
Fermentation Kinetics of Yeast Growth and Production
Plantwide process control with focus on selecting economic controlled variables («self- optimizing control») Sigurd Skogestad, NTNU 2014.
Chemical and Bio-Process Control
1 IV. Wastewater Treatment technologies Topic IV. 9. Wastewater Treatment Facilities with Suspended Biomass - Aerated Tanks: Kinds, Structures, Basic Technological.
Cells Growth in Continuous Culture Continuous culture: fresh nutrient medium is continually supplied to a well-stirred culture and products and cells are.
Secondary Treatment Processes
Selected Differential System Examples from Lectures.
Selected Differential System Examples from Lectures
Lecture 6: Water & Wastewater Treatment Objectives: Objectives: Define primary, secondary, and tertiary treatment Define primary, secondary, and tertiary.
ERT 417/4 WASTE TREATMENT IN BIOPROCESS INDUSTRY SEM 1 (2009/2010) ‘Biological Treatment’ By; Mrs Hafiza Binti Shukor.
1 CE 548 II Fundamentals of Biological Treatment.
OPTIMAL PERIODIC OPERATION OF REVERSE OSMOSIS DESALINATION UNITS A. Ajbar, K. AlHumaizi, E. Ali Chemical Engineering Dept. King Saud University Saudi Arabia.
Lecture 1: Kinetics of Substrate Utilization and Product Formation
DESIGN OF WASTEWATER TREATMENT PLANT
Section one Answer 5 of the following 6 problems (3 marks each) 1.1) Explain the major reactions of the Sulfur cycle by pointing out: a) the environmental.
1 CE 548 I Fundamentals of Biological Treatment. 2 Overview of Biological Treatment   Objectives of Biological Treatment:   For domestic wastewater,
بسم الله الرحمن الرحيم Advanced Control Lecture one Mohammad Ali Fanaei Dept. of Chemical Engineering Ferdowsi University of Mashhad Reference: Smith &
Håkon Dahl-Olsen, Sridharakumar Narasimhan and Sigurd Skogestad Optimal output selection for batch processes.
Quantifying Growth Kinetics Unstructured model: assuming fixed cell composition. Applicable to balanced-growth condition: - exponential growth phase in.
Abstract An important issue in control structure selection is plant ”stabilization”. The paper presents a way to select measurement combinations c as controlled.
Batch Growth Kinetics Heat generation by microbial growth
Linearizability of Chemical Reactors By M. Guay Department of Chemical and Materials Engineering University of Alberta Edmonton, Alberta, Canada Work Supported.
Dynamic Neural Network Control (DNNC): A Non-Conventional Neural Network Model Masoud Nikravesh EECS Department, CS Division BISC Program University of.
Topic 5 Enhanced Regulatory Control Strategies. In The Last Lecture  Split-range control –What it is –When it is used –Problems associated with it 
PERIODIC CONTROL OF A WASTEWATER TREATMENT PROCESS TO IMPROVE PRODUCTIVITY MUHAMMAD RIZWAN AZHAR KING SAUD UNIVERSITY Saudi Arabia.
Microbial O 2 Uptake During Sludge Biodegradation as Influenced by Material Physical Characteristics A. Mohajer 1, A. Tremier 2, S. Barrington 1, J. Martinez.
A Simpler Approach for Determining Biodegradation of SOCs in Wastewater Treatment Tim Ellis Associate Professor Dept. of Civil and Construction Engineering.
Sensitivity Analysis for the Purposes of Parameter Identification of a S. cerevisiae Fed-batch Cultivation Sensitivity Analysis for the Purposes of Parameter.
Temperature Control of An Open-loop Unstable Ethylene to Butene-1 Dimerization Reactor by Emad Ali & Khalid Al-humaizi Chemical Engineering Department.
Standards Certification Education & Training Publishing Conferences & Exhibits Automation Connections ISA EXPO 2006.
Dinesh Bhutada MAHARASTRA INSTITUTE OF TECHNOLOGY
Membrane Bioreactors for Wastewater Treatment.
Chapter 6: Plant and Animal Cell Bioreactors
Reactor Models for Ventilation Modeling Solve differential equation Manipulate terms Ventilation rate Set up and solve generic problem.
Application of adaptive lambda-tracking for control of a fan heater Monika Bakošová, Magdaléna Ondrovičová, Mária Karšaiová Department of Information Engineering.
UNIVERSITÁ DEGLI STUDI DI SALERNO
Unit Process in Biological Treatment
Fermentation.
Secondary Treatment Processes
Optimal Reactor Configuration for Lactic Acid Production
Thermochemical Recycling of Municipal Solid Waste
Outline Control structure design (plantwide control)
Bioreactors What two type of bioreactors have we discussed in Chapter Six? Batch and Chemostat (CSTR). What are the characteristics of each type of these.
Wastewater Treatment Secondary Treatment.
Masoud Nikravesh EECS Department, CS Division BISC Program
Outline Control structure design (plantwide control)
Presentation transcript:

Optimal Operation of a Wastewater Treatment Unit Using Advanced Control Strategy Emad Ali Chemical Engineering Department King Saud University

Objectives Model Utilization: –optimum operating conditions determination – testing modern control strategies Improved plant operation via advanced control strategies Comparing PID with NLMPC

Assumptions: well mixed units well aerated reactor X i = 0 no reaction in settler no settler dynamics ideal settler: X out = 0 Process Model

Mathematical Model Without Recycle : With Recycle:

Optimal Operating Conditions Given: S i = 1.0 g/l K= 0.1 g/l  = 0.5 l/hr Y = 0.5 g/g k d = l/hr D c = 0.56 l/hr X rc = 0.23 g/l

S = substrate concentration X = biomass (cell) concentration D = dilution rate = Q/V K = saturation constant Y = yield coefficient  = maximum specific growth rate k d = endogenous decay constant D c =  (1+S i )/(S i -  (1+S i )),  = k d /  S i =S i /K X rc = S i /(1+  ) - 1/(  -1-  ),  =  /D for D>D c, conversion increase with U & X r for D X rc

Optimum operating point X S D X r U

Control Objectives Controlled Variables: Biomass Conc. (X) Substrate Conc. (S) Manipulated Variables: Dilution rate (D) Recycle ratio (U) Possible Disturbances: Inlet biomass conc. Inlet substrate conc. Inlet flow rate Recycle biomass Reaction activity Settler level Sludge flow rate Oxygen conc. Air flow rate

Controller design PI algorithm: Single loop scheme  u (k) = k c (e (k) - e (k-1) ) + k I e (k) NLMPC : Multivariable scheme

Closed-loop test for SISO case Rejection of +25% step change in Y S ss =0.04 X ss =0.38 D ss =0.2

Closed-loop test: MIMO case Setpoint change from arbitrary to optimal point S ss =0.04 X ss =0.38 S sp =0.01 X sp =3.5 D ss =0.2 U ss =2.0

Closed-loop test: MIMO case Rejection of + 10 % change in X r S sp =0.01 X sp =3.5 D ss =0.4 U ss =1.0

Closed-loop test: MIMO case Rejection of +0.2 step change in X i S sp =0.01 X sp =3.5 D ss =0.4 U ss =1.0

Closed-loop test: MIMO case Rejection of -20% step change in  S sp =0.01 X sp =3.5 D ss =0.4 U ss =1.0

Conclusions Optimum condition of maximum conversion and capacity is determined Optimal operation in the face of plant disturbances is obtained via good control Superiority of NLMPC over PI is observed