1 IV. Wastewater Treatment Technologies Topic IV. 8. Biological Processes of Wastewater Treatment: Fazes, Kinetics - Monod’s Equations Basic Fazes of Biological.

Slides:



Advertisements
Similar presentations
KINETIC MODELS Guy SOULAS UMR Œnologie-Ampélologie
Advertisements

Introduction to Bioreactors
Numerical Modeling of Biodegradation Analytical and Numerical Methods By Philip B. Bedient.
Enzyme Kinetics C483 Spring 2013.
Activated Sludge Processes
CE 370 – Water and Wastewater Engineering
Biogas productivity model Hashimoto’s model By Jin Mi Triolo.
Last Time 3/4/08. Increase (I) concentration increase slope intercept remains unchanged.
Chemical Reaction Engineering (CRE) is the field that studies the rates and mechanisms of chemical reactions and the design of the reactors in which they.
Reactor Design for Cell Growth
Bioreactor Analysis and Operation Chapter 9&10 (textbook)
ACTIVATED SLUDGE PROCESS AND KINETICS OF ASP
Chapter 7 Chem 341 Suroviec Fall I. Introduction The structure and mechanism can reveal quite a bit about an enzyme’s function.
By: Mdm. Noor Amirah Abdul Halim BIOREACTION AND BIOREACTOR.
Activated Sludge Plants: Dimensioning Eduardo Cleto Pires.
2. Biological systems utilize free energy and molecular building blocks to grow, to reproduce and to maintain dynamic homeostasis. A.Growth Reproduction.
Activated Sludge Design (Complete Mix Reactor)
Environmental Technology ChimH409 (2-0-1) Michel Verbanck 2012 Universite Libre de Bruxelles Bruface Dept Water Pollution.
1 Preparing for the PE Exam Biological Systems (10% of exam) Cady R. Engler, P.E. Bio & Ag Engineering Dept. Texas A&M University.
Requires energy to move substances across the membrane. -Small & large particles.
Chemical Reaction Engineering (CRE) is the field that studies the rates and mechanisms of chemical reactions and the design of the reactors in which they.
BIOLOGICAL BIOFILM PROCESSES By Dr. Alaadin A. Bukhari Centre for Environment and Water Research Institute KFUPM.
Chemical Reaction Engineering (CRE) is the field that studies the rates and mechanisms of chemical reactions and the design of the reactors in which they.
Fermentation Kinetics of Yeast Growth and Production
Cell Growth Kinetics Introduction
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
1 IV. Wastewater Treatment Topic IV. 4. Pollution Loads on the Receiving Water. Wastewater Quality Parameters - BOD, COD, TOC, PE. Oxygen Balance in the.
What do all these things have in common?. DETERMINING KINETIC PARAMETERS OF SACCHAROMYCES CEREVISIAE GROWTH IN A BATCH STIRRED-TANK REACTOR Joyanne Schneider.
BsysE595 Lecture Basic modeling approaches for engineering systems – Summary and Review Shulin Chen January 10, 2013.
WASTEWATER TREATMENT. A drop of hazardous substance can be enough to pollute thousands of gallons of water, so it is vitally important to accurately and.
1 IV. Wastewater Treatment Technologies Topic IV. 2. Aerobic and Anaerobic Biochemical Processes. Cycle of Carbon Transformation in the Nature General.
Energy and Chemical Reactions Living things undergo thousands of chemical reactions as part of the life process The collection of these reactions is called.
1 CE 548 I Fundamentals of Biological Treatment. 2 Overview of Biological Treatment   Objectives of Biological Treatment:   For domestic wastewater,
Seminar on Biological Wastewater Treatment Processes Past, Present and Future Dr. Ajit P. Annachhatre Environmental Engineering Program Asian Institute.
Metabolism Enzymes Metabolism and Metabolic Pathways.
Instrumentation and control
1 IV. Wastewater Treatment Technologies Topic IV. 10. Wastewater Treatment Facilities with Attached Biomass - Trickling Filters: Kinds, Structures, Basic.
Quantifying Growth Kinetics Unstructured model: assuming fixed cell composition. Applicable to balanced-growth condition: - exponential growth phase in.
Cells – Quiz 4 Cell division – Beginning of Enzymes.
Batch Growth Kinetics Heat generation by microbial growth
Modelling Cell Growth Cellular kinetics and associated reactor design:
Reaction Engineering.
Lab: principles of protein purification
Monod equation is a kinetic model which describes microbial growth as a functional relationship between the specific growth rate and an essential substrate.
Chapter V Enzyme. Enzyme Active protein acts as a biological catalyst. Since it is a protein, enzyme consists of amino acids. The molecular weight ranges.
Microbial growth in:- Closed Cultivation Systems Open Cultivation Systems Semi-Open Cultivation Systems.
Cell Growth Kinetics -Introduction -Growth patterns and kinetics in batch culture - growth phases - effect of factors: oxygen supply - heat generation.
Lecture 2: Advanced Growth Kinetics
Lecture 16 Chemical Reaction Engineering (CRE) is the field that studies the rates and mechanisms of chemical reactions and the design of the reactors.
Secondary Treatment Processes
ERT 417 Waste Treatment In Bioprocess Industry
Lecture 16 Chemical Reaction Engineering (CRE) is the field that studies the rates and mechanisms of chemical reactions and the design of the reactors.
BPE PPT.
Fundamental of Biological Treatment
Reactor Theory: kinetics
Immobilized enzyme system
Bioreactors Engineering
Bioreactors Engineering
Chapter Six: How Cells Grow
Lecture 16 Chemical Reaction Engineering (CRE) is the field that studies the rates and mechanisms of chemical reactions and the design of the reactors.
Chapter 6 CHM 341 Fall 2016 Suroviec.
Energy and the cell Ms. Rosendo Science 10th B.
Learn these for easy marks on your Biology Paper 1
Wastewater Treatment Secondary Treatment.
CHAPTER 8 SELECTIVITY C4:- The Intracellular environment of cells differs in composition from the extracellular environment of cells.
CE 370 Biological Processes
Lecture 16 Chemical Reaction Engineering (CRE) is the field that studies the rates and mechanisms of chemical reactions and the design of the reactors.
Lecture 16 Chemical Reaction Engineering (CRE) is the field that studies the rates and mechanisms of chemical reactions and the design of the reactors.
Presentation transcript:

1 IV. Wastewater Treatment Technologies Topic IV. 8. Biological Processes of Wastewater Treatment: Fazes, Kinetics - Monod’s Equations Basic Fazes of Biological Processes General mechanism of substances micro-biological transfer: §Extracellular substrate degradation by external enzymes §Substrate particles attachment at the cells walls §Substrate diffusion into the cells through the cells membranes §Cell metabolism (biochemical transformations) §Metabolism products diffusion out of the cells

2 Basic Fazes of Biological Processes General mechanism of substances micro-biological transfer: §Substrate necessary composition §Processes of substrate dissimilation (breathing) §Processes of substrate assimilation (cell growth) §Processes of the cells substances dissimilation (endogenous respiration) ;

3 Basic Fazes of Biological Processes Biological Processes Kinetics Biomass Growth Kinetics 1 - lag-faze; 2 - exponential growth faze; 3 - steady-state faze; 4 - endogenous respiration faze

4 Biological Processes Kinetics Equations of Monod §Rate of biomass growth X - biomass concentration, g/m 3  - coefficient of specific biomass growth rate, d -1 k d - coefficient of endogenous respiration, d -1  m - maximal value of the coefficient , d -1 S - substrate concentration, g/m 3 K s - half-saturation constant, g/m 3 §Rate of substrate utilisation Y - biomass yeld coefficient, gX/gS

5 Biological Processes Kinetics Transformations of Monod’s Equations §Substrate utilisation specific rate - U, gS/gX.d §Biomass age -  x, d §Biomass growth rate, d -1

6 Biological Processes Kinetics Kinetic Parameters Use in the Practice §In the bioreactors design t - necessary design hydraulic retention time to achieve S

7 Biological Processes Kinetics Kinetic Parameters Use in the Practice §In the real process regulation  - necessary degree of purification in respect to S S 0 - substrate concentration at the influent S - substrate concentration at the effluent and Then, or Therefore, the necessary effluent concentration S can be maintenance by maintenance of the relevant values of U and  x. The value of the later can be achieved by the excess biomass regulation.