Cork Institute of Technology. Summer 2005 CE3.6 Reactor Design and Biochemical Engineering (Time: 3 Hours) Section A

Size: px
Start display at page:

Download "Cork Institute of Technology. Summer 2005 CE3.6 Reactor Design and Biochemical Engineering (Time: 3 Hours) Section A"

Transcription

1 Cork Institute of Technology Bachelor of Engineering (Honours) in Chemical & Process Engineering Stage 3 (Bachelor of Engineering in Chemical and Process Engineering Stage 3) (NFQ Level 8) Summer 005 CE3.6 Reactor Design and Biochemical Engineering (Time: 3 Hours) Instructions Answer any FOUR questions. Use separate answer books for each Section. All questions carry equal marks. Section A Examiners: Mr. I. O Sullivan Dr. S. M. Raissian Prof. R. Ocone Mr. D. O Connor Q1 (a) Ethanol is to be used as a substrate for single-cell protein production in a chemostat. The available equipment can achieve an oxygen transfer rate of 10 go /l.h. Assume the kinetics of cell growth on ethanol is of the Monod type, with µ m = 0.5 h -1, K S = 30 mg/l, Y X/S = 0.5, Y O/S =. We wish to operate the chemostat with an ethanol concentration in the feed of g/l. We also wish to maximise the biomass productivity and minimise the loss of ethanol in the effluent. Determine the required dilution rate and whether sufficient oxygen can be provided. Explain your reasoning and state any assumptions made. (10 marks) (b) A strain of mold was grown in a batch culture on glucose and the following data was obtained t (mins) X (g/l) S (g/l)

2 Calculate the net specific growth rate. (8 marks) Calculate the maximum specific growth rate. (1 marks) Calculate the apparent growth yield (1 marks) Calculate the biomass doubling time. ( marks) What maximum cell concentration could one expect if 150 g of glucose were used with the same size inoculum. (1 marks) What are primary and secondary metabolites? ( marks) Q (a) The air supply to a fermenter was turned off for a short period of time and then restarted. A value for C* of 7.3 mg/l has been determined for the operating conditions. Use the tabulated measurements of dissolved oxygen (DO) values to estimate the oxygen uptake rate and k L a for the system using the dynamic method. (14 Marks) If you only had the Air on data suggest an alternative method for determining the oxygen uptake rate and k L a for the system. (4 Marks) Time (mins) DO (mg/l) Air off Air on Note: See Figure Q attached

3 Q (b) The following BOD results were obtained from a sample of untreated wastewater at 0 C. t,days BOD t, mg/l Show that the reaction rate constant, k and the ultimate BOD can be determined graphically using this data, given that dbod dt r = k BOD 1 r Hint 1: It is not necessary to use the least squares method Hint : It will be necessary to plot dbod t /dt Vs BOD t (7 marks) Q3 A complete mix activated sludge system with recycle is used to treat municipal wastewater after primary sedimentation. The characteristics of the primary effluent are: flow = 1000 m 3 /d, bscod = 19 g/m 3, nbvss = 30 g/m 3, and inert organics = 10 g/m 3. The aeration tank MLVSS = 500 g/m 3. Using this data and the kinetic coefficients given below, design a system with a 6-d SRT and determine the following (i) What is the effluent bscod concentration? (ii) What value of τ should be used so that the MLVSS concentration is 500 g/m 3? (iii) What is the daily sludge production in kg/day as VSS and TSS? (iv) What is the fraction of biomass in the MLVSS? (v) What is the observed solids yield in g TSS/g bscod? (vi) What is the oxygen requirement in kg/d? Kinetic Coefficients k = 1.5 g COD/g VSSd K s = 10 g COD/m 3 Y = 0.4 g VSS/g COD used f d = 1.15 g VSS/g VSS k d = 0.1 g VSS/g VSSd Biomass VSS/TSS = 0.85 Useful Equations 3

4 P QY(S S) (f )(k )YQ(S S)SRT o d d o X,VSS = (k d)srt 1 + (k d)srt QX o,i K[1 + (k)srt] S d S = [SRT(Yk k d )] 1 ( o ) ( ) YS SSRT X = 1+ kd SRT τ ( ) R = Q S S 1.4P S o o X,bio ( + ) K D k S d = µ m D kd DP = q X p µ= 1dX X dt dc dt l ( ) = kac* C q X L l O D=µ m 1 KS K + S s o µ ms µ= K + S S Section B 4

5 Q4. (a) Derive, from first principles, the performance equations (both general and constant density) for mixed flow reactor. Define any term that is used and give its units. (8 Marks) (b) A homogeneous liquid phase reaction A R -r A = k C A takes place with 50% conversion in a mixed reactor. (i) What will be the conversion if this reactor is replaced by one six times as large all else remaining unchanged? (8 Marks) (ii) What will be the conversion if the original reactor is replaced by a plug flow reactor of equal size all else remaining unchanged? (9 Marks) Data: dx x = (1 x) 1 x. Q5. (a) Discuss fully, with the aid of sketches, diagrams, etc., how to find outlet conversion from a given series of unequal size mixed reactors. Assume constant density. (1 Marks) (b) A first order reaction is to be treated in a series of two mixed reactors. Show that the total volume of the two reactors is minimum when the reactors are equal in size. Assume constant density reaction. (13 Marks) 5

6 Q6. The reversible first order reaction A k 1 k R is to be carried out at 300K and 400K in a reactor. Calculate the equilibrium conversions at these two temperatures and hence deduce if 50% conversion of reactant is possible at any of these two temperatures. Data: k 1 = 10 3 exp [-4800/RT] Cp = Cp R Cp A = 0. Hr = Cal/mol at 300K K = k k 1 = 10 at 300K Feed consists of pure A and total pressure remains constant. R = Cal/mol K. (5 Marks) 6

Cork Institute of Technology. Summer 2005 CE4.6 Chemical and Biochemical Reactors (Time: 3 Hours) Section A

Cork Institute of Technology. Summer 2005 CE4.6 Chemical and Biochemical Reactors (Time: 3 Hours) Section A Cork Institute of Technology Bachelor of Engineering (Honours in Chemical and Process Engineering Award (Bachelor of Engineering in Chemical and Process Engineering Award Answer any FOUR questions. (NFQ

More information

HOW TO SELECT SRT. SRT is selected based on the following treatment requirements/objectives:

HOW TO SELECT SRT. SRT is selected based on the following treatment requirements/objectives: HOW TO SELECT SRT Selection of design SRT is important as it impacts: solids inventory in the bioreactor. oxygen requirements. sludge quantity and quality. The longer the SRT the larger the bioreactor

More information

Wastewater Tools: Activated Sludge and Energy Use Analysis

Wastewater Tools: Activated Sludge and Energy Use Analysis Wastewater Tools: Activated Sludge and Energy Use Analysis Larry W. Moore, Ph.D., P.E. University of Memphis June 22, 2017 Objectives of Biological Treatment Oxidize dissolved and particulate biodegradable

More information

Industrial Microbiology INDM Lecture 10 24/02/04

Industrial Microbiology INDM Lecture 10 24/02/04 Industrial Microbiology INDM 4005 Lecture 10 24/02/04 4. INFLUENCE OF PROCESS VARIABLES Overview Nutrient Limitation Cell Immobilisation Overview 4. Influence of process variables 4.1. Kinetics and technology

More information

SWIM and Horizon 2020 Support Mechanism

SWIM and Horizon 2020 Support Mechanism SWIM and Horizon 2020 Support Mechanism Working for a Sustainable Mediterranean, Caring for our Future SWIM-H2020 SM Regional Activities 14 Presented by: MOHAMMD SUTARI, MEHSIP RESIDENT EXPERT-JORDAN SWIM

More information

Design of Anaerobic Treatment/Digestion Processes

Design of Anaerobic Treatment/Digestion Processes Design of Anaerobic Treatment/Digestion Processes 1. ph and Alkalinity in an Anaerobic Process 2. Suspended Growth Anaerobic Contact Reactor Process 3. UASB Treatment Process Design 4. Estimating Single-Stage,

More information

ENVE 302 Environmental Engineering Unit Processes

ENVE 302 Environmental Engineering Unit Processes ENVE 302 Environmental Engineering Unit Processes CHAPTER: 11 PONDS & LAGOONS Assist. Prof. Bilge Alpaslan Kocamemi Marmara University Department of Environmental Engineering Istanbul, Turkey 1 PONDS &

More information

Department of Civil Engineering-I.I.T. Delhi CVL723 Problem Set_2_Feb6_15

Department of Civil Engineering-I.I.T. Delhi CVL723 Problem Set_2_Feb6_15 Department of Civil Engineering-I.I.T. Delhi CVL723 Problem Set_2_Feb6_15 Always write your name and entry number in all submissions. Please mention your assumptions explicitly. Q1. Say a raw wastewater

More information

Cork Institute of Technology. Summer 2006 CE4.4 Waste Treatment and Disposal Technology (Time: 3 Hours)

Cork Institute of Technology. Summer 2006 CE4.4 Waste Treatment and Disposal Technology (Time: 3 Hours) Cork Istitute of Techology Bachelor of Egieerig (Hoours) i Chemical ad Process Egieerig - Award (NFQ Level 8) Summer 006 CE4.4 Waste Treatmet ad Disposal Techology (Time: 3 Hours) Aswer 4 questios. Aswer

More information

ANOXIC BIOREACTOR SIZING

ANOXIC BIOREACTOR SIZING ANOXIC BIOREACTOR SIZING 1 ANOXIC BIOREACTORS 2 SELECTOR TANK Small tanks located upstream of the aeration tanks that receive the wastewater for treatment and the returned RAS to limit the growth of organisms

More information

Activated Sludge Processes

Activated Sludge Processes Activated ludge Processes CE - 370 1 Introduction Basic processes and operations in wastewater treatment Primary treatment: creens, grit removal, and primary sedimentation. econdary treatment: Aeration

More information

Module 19 : Aerobic Secondary Treatment Of Wastewater. Lecture 26 : Aerobic Secondary Treatment Of Wastewater (Contd.)

Module 19 : Aerobic Secondary Treatment Of Wastewater. Lecture 26 : Aerobic Secondary Treatment Of Wastewater (Contd.) 1 P age Module 19 : Aerobic Secondary Treatment Of Wastewater Lecture 26 : Aerobic Secondary Treatment Of Wastewater (Contd.) 2 P age 19.1.5 Process Analysis of Completely Mixed Reactor with Sludge Recycle

More information

Troubleshooting Activated Sludge Processes. PNCWA - Southeast Idaho Operators Section Pocatello, ID February 11, 2016 Jim Goodley, P.E.

Troubleshooting Activated Sludge Processes. PNCWA - Southeast Idaho Operators Section Pocatello, ID February 11, 2016 Jim Goodley, P.E. Troubleshooting Activated Sludge Processes PNCWA - Southeast Idaho Operators Section Pocatello, ID February 11, 2016 Jim Goodley, P.E. Outline Process Types & Kinetics Influent Monitoring Process Monitoring

More information

ENVE 302 Environmental Engineering Unit Processes DENITRIFICATION

ENVE 302 Environmental Engineering Unit Processes DENITRIFICATION ENVE 302 Environmental Engineering Unit Processes CHAPTER: 9 DENITRIFICATION Assist. Prof. Bilge Alpaslan Kocamemi Marmara University Department of Environmental Engineering Istanbul, Turkey 1 BIOLOGICAL

More information

Characteristics of Nutrient Removal in Vertical Membrane Bioreactors

Characteristics of Nutrient Removal in Vertical Membrane Bioreactors The 2 nd MBR workshop at Hokkaido University Characteristics of Nutrient Removal in Vertical Membrane Bioreactors Prof. Hang-Sik Shin Dept. of Civil and Environmental Engineering Korea Advanced Institute

More information

EnviTreat Laboratory Examples of Studies

EnviTreat Laboratory Examples of Studies OUR, mg/l-hr EnviTreat Laboratory Examples of Studies Oxygen Uptake Rate Fingerprints Oxygen uptake rate (OUR) fingerprints can reveal a great amount of detail about the manner in which treatment plants

More information

Examples of Studies conducted by

Examples of Studies conducted by Examples of Studies conducted by Page Oxygen Uptake Rate (OUR) Fingerprints 1 Toxicity Assessment Using a Dilution Series 4 Assessment of Acute Toxicity to Treatment Plants 5 Biodegradation Tests for Wastewater

More information

Bio-Tiger Model Biokinetic Model that Simulates Activated Sludge Processes

Bio-Tiger Model Biokinetic Model that Simulates Activated Sludge Processes Bio-Tiger Model User Manual Bio-Tiger Model Biokinetic Model that Simulates Activated Sludge Processes Larry W. Moore, Ph.D., P.E. The University of Memphis Civil Engineering Department In conjunction

More information

The Effect of Organic Loading on Membrane Fouling in a Submerged Membrane Bioreactor Treating Municipal Wastewater

The Effect of Organic Loading on Membrane Fouling in a Submerged Membrane Bioreactor Treating Municipal Wastewater The Effect of Organic Loading on Membrane Fouling in a Submerged Membrane Bioreactor Treating Municipal Wastewater R. Shane Trussell, P.E., Rion P. Merlo, Slawomir W. Hermanowicz,, and David Jenkins Department

More information

DETERMINATION OF BIOLOGICAL KINETIC CONSTANTS USING RESPIROMETRY FOR THE WATER9 AIR EMISSIONS MODEL

DETERMINATION OF BIOLOGICAL KINETIC CONSTANTS USING RESPIROMETRY FOR THE WATER9 AIR EMISSIONS MODEL DETERMINATION OF BIOLOGICAL KINETIC CONSTANTS USING RESPIROMETRY FOR THE WATER9 AIR EMISSIONS MODEL ABSTRACT Richard A. DiMenna, PE Lawrence R. Sandeen Rohm and Haas Co. 3100 State Road Croydon, PA 19021

More information

ENV 4001: ENVIRONMENTAL SYSTEMS ENGINEERING. University of South Florida

ENV 4001: ENVIRONMENTAL SYSTEMS ENGINEERING. University of South Florida ENV 4001: ENVIRONMENTAL SYSTEMS ENGINEERING Fall 2017 Final Examination Monday, December 4, 2017 University of South Florida Civil & Environmental Engineering Prof JA Cunningham Instructions: 1. You may

More information

Bioreactor System ERT 314. Sidang /2011

Bioreactor System ERT 314. Sidang /2011 Bioreactor System ERT 314 Sidang 1 2010/2011 Chapter 2:Types of Bioreactors Week 2 Choosing the Cultivation Method The Choice of Bioreactor Affects Many Aspects of Bioprocessing. Product concentration

More information

Environmental Engineering I Jagadish Torlapati, PhD Fall 2017 MODULE 3 WASTEWATER TREATMENT CONTROL PARAMETERS QS = VX F M

Environmental Engineering I Jagadish Torlapati, PhD Fall 2017 MODULE 3 WASTEWATER TREATMENT CONTROL PARAMETERS QS = VX F M F:M Ratio MODULE 3 WASTEWATER TREATMENT CONTROL PARAMETERS One commonly used parameter in the activated sludge process is the food to microorganism ratio (F/M or F:M) Food (F) Organic matter in the wastewater

More information

Homework #3. From the textbook, problems 9.1, 9.2, 9.3, 9.10, In 9.2 use q P = 0.02 g P / g cell h.

Homework #3. From the textbook, problems 9.1, 9.2, 9.3, 9.10, In 9.2 use q P = 0.02 g P / g cell h. Homework #3 From the textbook, problems 9.1, 9.2, 9.3, 9.10, 9.15 In 9.2 use q P = 0.02 g P / g cell h. In 9.10 the factor k s is k d, the kinetic factor for the cell death. Also, use r=0 for part (b)

More information

CEE 370 Fall Homework #8

CEE 370 Fall Homework #8 CEE 370 Fall 015 Homework #8 Drinking Water Problems 1. Drinking Water Quality The following mineral analysis was reported for Michigan State Well water. Determine the following in units of mg/l as CaCO3

More information

Proceedings of the World Congress on Engineering 2018 Vol I WCE 2018, July 4-6, 2018, London, U.K.

Proceedings of the World Congress on Engineering 2018 Vol I WCE 2018, July 4-6, 2018, London, U.K. , July 4-6, 2018, London, U.K. , July 4-6, 2018, London, U.K. biomass grow through the consumption of soluble substrate, reaction (6). This reaction is subject to an oxygen switch, equation (7). For moderate

More information

Course: Wastewater Management

Course: Wastewater Management Course: Wastewater Management Prof. M. M. Ghangrekar Questions 1 1. Describe advantages and disadvantages offered by the water carriage system. 2. What are the possible adverse effects when untreated or

More information

E$ect of SpeciJic Growth Rate on Biomass Yield of Heterogeneous Populations Growing in Both Continuous and Batch Systems

E$ect of SpeciJic Growth Rate on Biomass Yield of Heterogeneous Populations Growing in Both Continuous and Batch Systems BIOTECHNOLOGY AND BIOENGINEERING VOL. XVI (1974) E$ect of SpeciJic Growth Rate on Biomass Yield of Heterogeneous Populations Growing in Both Continuous and Batch Systems In a recent study, we examined

More information

ENV 4417: WATER QUALITY AND TREATMENT. University of South Florida Civil & Environmental Eng.

ENV 4417: WATER QUALITY AND TREATMENT. University of South Florida Civil & Environmental Eng. ENV 4417: WATER QUALITY AND TREATMENT Fall 2015 Final exam Thursday, December 10 University of South Florida Civil & Environmental Eng. Prof. J.A. Cunningham Instructions: 1. You may read these instructions,

More information

Cells and Cell Cultures

Cells and Cell Cultures Cells and Cell Cultures Beyond pure enzymes, whole cells are used and grown in biotechnological applications for a variety of reasons: cells may perform a desired transformation of a substrate, the cells

More information

CSR Process Simulations Can Help Municipalities Meet Stringent Nutrient Removal Requirements

CSR Process Simulations Can Help Municipalities Meet Stringent Nutrient Removal Requirements CSR Process Simulations Can Help Municipalities Meet Stringent Nutrient Removal Requirements Continuous Flow Sequencing Reactor (CSR) Basin with Moving Bridge, Submerged Diffusers, and Stationary Diffusers

More information

OPTIMIZATION OF AN INTERMITTENTLY AERATED AND FED SUBMERGED MEMBRANE BIOREACTOR

OPTIMIZATION OF AN INTERMITTENTLY AERATED AND FED SUBMERGED MEMBRANE BIOREACTOR OPTIMIZATION OF AN INTERMITTENTLY AERATED AND FED SUBMERGED MEMBRANE BIOREACTOR P. MELIDIS, S. NTOUGIAS, V. VASILATOU, V. DIAMANTIS and A. ALEXANDRIDIS Laboratory of Wastewater Management and Treatment

More information

19. AEROBIC SECONDARY TREATMENT OF WASTEWATER

19. AEROBIC SECONDARY TREATMENT OF WASTEWATER Industrial Water Pollution Control 19. AEROBIC SECONDARY TREATMENT OF WASTEWATER 19.1 Activated Sludge Process Conventional biological treatment of wastewater under aerobic conditions includes activated

More information

PHENOLIC WASTEWATER TREATMENT

PHENOLIC WASTEWATER TREATMENT Tenth International Water Technology Conference, IWTC10 2006, Alexandria, Egypt 1127 PHENOLIC WASTEWATER TREATMENT M. T. Sorour, F. Abdelrasoul and W. A. Ibrahim Sanitary Engineering Department, Alexandria

More information

1/11/2016. Types and Characteristics of Microorganisms. Topic VI: Biological Treatment Processes. Learning Objectives:

1/11/2016. Types and Characteristics of Microorganisms. Topic VI: Biological Treatment Processes. Learning Objectives: Topic VI: Biological Treatment Processes Learning Objectives: 1. Discuss microbiology and relate it to wastewater treatment. 2. Describe growth kinetics of pure bacterial culture with Monod expression

More information

ANAEROBIC TREATMENT OF LOW STRENGTH WASTEWATER

ANAEROBIC TREATMENT OF LOW STRENGTH WASTEWATER ANAEROBIC TREATMENT OF LOW STRENGTH WASTEWATER FATMA YASEMIN CAKIR CIVIL & ENVIRONMENTAL ENGINEERING, UCLA DECEMBER 5, 2001 SEMINAR OUTLINE INTRODUCTION PREVIOUS WORK Anaerobic Contact Process Anaerobic

More information

operation of continuous and batch reactors. Contrary to what happens in the batch reactor, the substrate (BOD) of the wastewater in the continuous rea

operation of continuous and batch reactors. Contrary to what happens in the batch reactor, the substrate (BOD) of the wastewater in the continuous rea The Effect of Ammonia Loading on the Nitrification Kinetic of Aerobic Baffled Continuous Biological Reactor S.R.M. Kutty, M.H. Isa and L.C. Leong Abstract - The purpose of this study is to determine the

More information

A. A. ADAMU AND IFY L. NWAOGAZIE

A. A. ADAMU AND IFY L. NWAOGAZIE GLOBAL JOURNAL OF ENGINEERING RESEARCH VOL 8, NO. 1&2, 2009: 11-25 COPYRIGHT BACHUDO SCIENCE CO. LTD PRINTED IN NIGERIA. ISSN 1596-292x www.globaljournalseries.com; Info@globaljournalseries.com ACTIVATED

More information

Homework #6. From the primary textbook (Shuler, et. al.) on cell growth, problems (6.3 or 6.5) and (6.10 or 6.14).

Homework #6. From the primary textbook (Shuler, et. al.) on cell growth, problems (6.3 or 6.5) and (6.10 or 6.14). Homework #6 From the primary textbook (Shuler, et. al.) on cell growth, problems (6.3 or 6.5) and (6.10 or 6.14). CBEN 460 Fall 2017 1 October 9, 2017 FREDERICKSON, A. G., R. D. MEGEE III, AND H. M. TsUCHIYA,

More information

Treating domestic effluent wastewater treatment by aerobic biofilter with bioballs medium

Treating domestic effluent wastewater treatment by aerobic biofilter with bioballs medium IOP Conference Series: Earth and Environmental Science PAPER OPEN ACCESS Treating domestic effluent wastewater treatment by aerobic biofilter with bioballs medium To cite this article: R Permatasari et

More information

Determination of Bio-Kinetic Coefficients by Respirometry for use in the Water9 Air Emissions Model

Determination of Bio-Kinetic Coefficients by Respirometry for use in the Water9 Air Emissions Model Determination of Bio-Kinetic Coefficients by Respirometry for use in the Water9 Air Emissions Model Richard A. DiMenna Lawrence R. Sandeen Rohm and Haas Co. WEF 10 th Annual Industrial Waste Technical

More information

USE OF A ROTATING BIOLOGICAL CONTACTOR FOR APPROPRIATE TECHNOLOGY WASTEWATER TREATMENT

USE OF A ROTATING BIOLOGICAL CONTACTOR FOR APPROPRIATE TECHNOLOGY WASTEWATER TREATMENT USE OF A ROTATING BIOLOGICAL CONTACTOR FOR APPROPRIATE TECHNOLOGY WASTEWATER TREATMENT ABSTRACT KEY WORDS Organic loading (weight per unit time per volume) is useful for the design of rotating biological

More information

Determination of Kinetic Coefficients for Secondary Aerobic Treatment of Digested Spentwash based on COD Analysis

Determination of Kinetic Coefficients for Secondary Aerobic Treatment of Digested Spentwash based on COD Analysis Determination of Kinetic Coefficients for Secondary Aerobic Treatment of Digested Spentwash based on COD Analysis Shrenik T Patil Asst Prof, FCivil, College of Military Engineering, Pune, India,411031

More information

USING NUMERICAL SIMULATION SOFTWARE FOR IMPROVING WASTEWATER TREATMENT EFFICIENCY

USING NUMERICAL SIMULATION SOFTWARE FOR IMPROVING WASTEWATER TREATMENT EFFICIENCY USING NUMERICAL SIMULATION SOFTWARE FOR IMPROVING WASTEWATER TREATMENT EFFICIENCY Catalina Raluca Mocanu, Lacramioara Diana Robescu University Politehnica of Bucharest, Spl. Independentei, nr. 313, sector

More information

Biological Wastewater Treatment Processes III: MBR Processes

Biological Wastewater Treatment Processes III: MBR Processes Biological Wastewater Treatment Processes III: MBR Processes Course No: C02-067 Credit: 2 PDH Harlan H. Bengtson, PhD, P.E. Continuing Education and Development, Inc. 9 Greyridge Farm Court Stony Point,

More information

Study of Kinetic coefficients of a Membrane Bioreactor (MBR) for municipal wastewater treatment

Study of Kinetic coefficients of a Membrane Bioreactor (MBR) for municipal wastewater treatment RESEARCH ARTICLE Arch Hyg Sci 213;2(3):18-113 Journal Homepage: http://jhygiene.muq.ac.ir Study of Kinetic coefficients of a Membrane Bioreactor (MBR) for municipal wastewater treatment Ali Naghizadeh

More information

Optimal control of a continuous bioreactor for maximized beta-carotene production

Optimal control of a continuous bioreactor for maximized beta-carotene production Engineering Conferences International ECI Digital Archives Integrated Continuous Biomanufacturing II Proceedings Fall 11-2-2015 Optimal control of a continuous bioreactor for maximized beta-carotene production

More information

10.2 Applications 579

10.2 Applications 579 1.2 Applications 579 Figure 1.5: Cell infection by a virus. The cells are uniformly distributed, and the virus is placed initially in the center and diffuses outward. The cells fluoresce after they become

More information

Secondary Wastewater Treatment

Secondary Wastewater Treatment The Islamic University of Gaza Faculty of Engineering Civil Engineering Department Sanitary Engineering (ECIV 4325) Instructor: Dr. Abdelmajid Nassar Lect. W12-13 Secondary Wastewater Treatment Treatment

More information

ENV 4001: ENVIRONMENTAL SYSTEMS ENGINEERING. University of South Florida

ENV 4001: ENVIRONMENTAL SYSTEMS ENGINEERING. University of South Florida ENV 4001: ENVIRONMENTAL SYSTEMS ENGINEERING Spring 2015 Final Examination Monday, April 27, 2015 University of South Florida Civil & Environmental Engineering Prof JA Cunningham Instructions: 1. You may

More information

Production of Bioenergy Using Filter Cake Mud in Sugar Cane Mill Factories

Production of Bioenergy Using Filter Cake Mud in Sugar Cane Mill Factories Production of Bioenergy Using Filter Cake Mud in Sugar Cane Mill Factories Carmen Baez-Smith, P.E. Smith Baez Consulting, Inc. Loxahatchee, Florida, USA Sugar Processing Research Institute 2008 Conference

More information

Modelling of Wastewater Treatment Plants

Modelling of Wastewater Treatment Plants Modelling of Wastewater Treatment Plants Nevenka Martinello nevemar@gmail.com Why do we need WWTP models? to build a WWTP model CASE STUDY - WWTP model in Sweden Why do we need WWTP models? Rise awareness

More information

SECTION 6.0 NEWPCC CENTRATE TREATMENT

SECTION 6.0 NEWPCC CENTRATE TREATMENT SECTION 6.0 NEWPCC CENTRATE TREATMENT 6.1 CENTRATE FLOWS AND LOADS 6.1.1 Background The digested sludge dewatering system at the North End Water Pollution Control Centre (NEWPCC) operates on a continuous

More information

Modeling Surface Water Contamination

Modeling Surface Water Contamination Modeling Surface Water Contamination A municipal wastewater treatment facility is planning to locate upstream on a popular fishing river. The wastewater facility will continuously discharge wastewater

More information

Design of PI Controller for Bioreactors for Maximum Production Rate

Design of PI Controller for Bioreactors for Maximum Production Rate International Journal of ChemTech Research CODEN( USA): IJCRGG ISSN : 0974-4290 Vol.2, No.3, pp 1679-1685, July-Sept 2010 Design of PI Controller for Bioreactors for Maximum Production Rate S.Srinivasan

More information

Comments on Cell Growth (Chapter 6)

Comments on Cell Growth (Chapter 6) Comments on Cell Growth (Chapter 6) Overview of cell growth & models models Harvard Law: Under controlled conditions of light, temperature, humidity, and nutrition, the organism will do as it damn well

More information

AN EXPERIMENTAL AND MATHEMATICAL SIMULATION OF BIOLOGICAL PROCESSES IN A SEWERAGE SYSTEM

AN EXPERIMENTAL AND MATHEMATICAL SIMULATION OF BIOLOGICAL PROCESSES IN A SEWERAGE SYSTEM Global NEST Journal, Vol 8, No 1, pp 75-81, 2006 Copyright 2006 Global NEST Printed in Greece. All rights reserved AN EXPERIMENTAL AND MATHEMATICAL SIMULATION OF BIOLOGICAL PROCESSES IN A SEWERAGE SYSTEM

More information

FEASIBILITY REPORT OF 250 KLD SEWAGE TREATMENT PLANT

FEASIBILITY REPORT OF 250 KLD SEWAGE TREATMENT PLANT FEASIBILITY REPORT OF 250 KLD SEWAGE TREATMENT PLANT FOR Proposed Residential Apartment project by M/s. DS-Max Properties Pvt Ltd, at Sy No. 27/2 & 27/3 at Valagerahalli Village, Kengeri Hobli, Bangalore

More information

Environmental Biotechnology Cooperative Research Centre Date submitted: March 2008 Date published: March 2011

Environmental Biotechnology Cooperative Research Centre Date submitted: March 2008 Date published: March 2011 final report Project code: A.ENV.0044 Prepared by: Environmental Biotechnology Cooperative Research Centre Date submitted: March 2008 Date published: March 2011 PUBLISHED BY Meat & Livestock Australia

More information

Comnletely Mixed Activated SIud2e (CMAS) Bioreactor Desi2n Eguations

Comnletely Mixed Activated SIud2e (CMAS) Bioreactor Desi2n Eguations Comnletely Mixed Activated Sud2e (CMAS) Bioreactor Desi2n Eguations --- c;: Secondary : i Clarifier : (Q-Qw) s x. Q SO : (Q+QJ s X : XSV :... Aeration Tank : Mass Balance: Biomass: : Q S i Qw x.. S : Return

More information

Evaluation of Conventional Activated Sludge Compared to Membrane Bioreactors

Evaluation of Conventional Activated Sludge Compared to Membrane Bioreactors Evaluation of Conventional Activated Sludge Compared to Membrane Bioreactors Short Course on Membrane Bioreactors 3/22/06 R. Shane Trussell, Ph.D., P.E. shane@trusselltech.com Outline Introduction Process

More information

Aerobic and anaerobic systems for treatment of liquid wastes. Different types of bioreactors for waste water treatment

Aerobic and anaerobic systems for treatment of liquid wastes. Different types of bioreactors for waste water treatment Biochemical methods of conversion 815 The yield then can be obtained as = 0.42 g.cells/g.glucose consumed In the above, 113 and 180 are the molecular weights of bacterial cells and glucose respectively.

More information

Impacts of blackwater co-digestion upon biogas production y in pilot-scale UASB and CSTR reactors

Impacts of blackwater co-digestion upon biogas production y in pilot-scale UASB and CSTR reactors S. Wasielewski, C. G. Morandi, R. Minke, H. Steinmetz 13th IWA Specialized Conference on Small Water and Wastewater Systems 5th IWA Specialized Conference on Resources-Oriented Sanitation Athens, Greece,

More information

Table A1 - Peak Factors Used In Preparation Of Synthetic Database...1. Table A2 - Hourly Factors Used In Preparation Of Synthetic Database...

Table A1 - Peak Factors Used In Preparation Of Synthetic Database...1. Table A2 - Hourly Factors Used In Preparation Of Synthetic Database... Table of Contents Table A1 - Peak Factors Used In Preparation Of Synthetic Database...1 Table A2 - Hourly Factors Used In Preparation Of Synthetic Database...2 Table A3 - Selected Wastewater Characteristics

More information

BM Respirometry for energy optimization in the aeration system of activated sludge processes

BM Respirometry for energy optimization in the aeration system of activated sludge processes BM Respirometry for energy optimization in the aeration system of activated sludge processes SURCIS, S.L. Emilio Serrano (eserrano@surcis.com) www.surcis.com 1 Nomenclature ASP: Activated Sludge Process

More information

GPS-X Lite Exercises

GPS-X Lite Exercises GPS-X Lite Exercises i Copyright 1992-2018 Hydromantis Environmental Software Solutions, Inc. All rights reserved. No part of this work covered by copyright may be reproduced in any form or by any means

More information

Module 1: CHAPTER FOUR PHYSICAL PROCESSES

Module 1: CHAPTER FOUR PHYSICAL PROCESSES Module 1: CHAPTER FOUR PHYSICAL PROCESSES Objectives: To know physical processes that are important in the movement of pollutants through the environment and processes used to control and treat pollutant

More information

Biological Help for the Human Race. Wastewater Treatment. Case Study. Thatchers Cider Company Ltd, United Kingdom. BiOWiSH Aqua Benefits.

Biological Help for the Human Race. Wastewater Treatment. Case Study. Thatchers Cider Company Ltd, United Kingdom. BiOWiSH Aqua Benefits. Case Study Wastewater Treatment Thatchers Cider Company Ltd, United Kingdom Background Thatchers Cider Company Ltd is a manufacturer of cider and fruit juices situated in the county of Somerset, UK with

More information

SYNTHETIC FUEL (ALCOHOL PRODUCTION) WASTEIIATER TREATMENT ENOS L. STOVER OKLAHOMA STATE UNIVERSITY

SYNTHETIC FUEL (ALCOHOL PRODUCTION) WASTEIIATER TREATMENT ENOS L. STOVER OKLAHOMA STATE UNIVERSITY SYNTHETIC FUEL (ALCOHOL PRODUCTION) WASTEIIATER TREATMENT E-014 by ENOS L. STOVER OKLAHOMA STATE UNIVERSITY PROJECT COMPLETION REPORT WATER RESEARCH CENTER 1-1-50660 J JULY 1982 PROJECT COMPLETION REPORT

More information

Sugar + oxygen yeast + CO 2 + alcohol

Sugar + oxygen yeast + CO 2 + alcohol 1. Introduction: Yeast Fermentation Sugar + oxygen yeast + CO 2 + alcohol Saccharomyces cerevisiae (aka baker s yeast) - the most studied strain As the benchmark What we want? ---MORE YEAST! Enhance the

More information

: fraction of active biomass that is biodegradable

: fraction of active biomass that is biodegradable Environmental Biotechnology ( 2013. 10. 18) Exam with a closed book I. Derive the equation [3] for the net yield using the equations [1] & [2] (15 points) X v = X i + X a [1] X v : volatile suspended solids

More information

Photo-Activated Sludge System (PAS): A novel algal-bacterial biotreatment for nutrient rich wastewater

Photo-Activated Sludge System (PAS): A novel algal-bacterial biotreatment for nutrient rich wastewater Photo-Activated Sludge System (PAS): A novel algal-bacterial biotreatment for nutrient rich wastewater PhD candidate: Angélica María Rada, MSc. Delft, April 215 OUTLINE Background and problem statement

More information

Nidal Mahmoud. Ecological Sanitation Training Course SWITCH PROJECT IEWS, Birzeit University, January 2011

Nidal Mahmoud. Ecological Sanitation Training Course SWITCH PROJECT IEWS, Birzeit University, January 2011 Anaerobic wastewater treatment Nidal Mahmoud Institute of Environmental and Water Studies, Birzeit University nmahmoud@birzeit.edu Ecological Sanitation Training Course SWITCH PROJECT IEWS, Birzeit University,

More information

Module 19 : Aerobic Secondary Treatment Of Wastewater. Lecture 24 : Aerobic Secondary Treatment Of Wastewater

Module 19 : Aerobic Secondary Treatment Of Wastewater. Lecture 24 : Aerobic Secondary Treatment Of Wastewater 1 P age Module 19 : Aerobic Secondary Treatment Of Wastewater Lecture 24 : Aerobic Secondary Treatment Of Wastewater 2 P age 19.1 Activated Sludge Process Conventional biological treatment of wastewater

More information

Modeling Reactions Between Activated Sludge Fractions and Ozone to Optimize Biosolids Reduction Processes

Modeling Reactions Between Activated Sludge Fractions and Ozone to Optimize Biosolids Reduction Processes Engineering Conferences International ECI Digital Archives Wastewater and Biosolids Treatment and Reuse: Bridging Modeling and Experimental Studies Proceedings Spring 6-12-2014 Modeling Reactions Between

More information

Chapter 9 Nitrification

Chapter 9 Nitrification Chapter 9 Nitrification 9.0 Nitrification - The microbiological oxidation of NH 4+ -N to NO 2- -N and NO 3- -N. NH 4+ -N removal is a mandated process for some wastewaters because i) NH 4 + consumes oxygen

More information

Sludge recycling (optional) Figure Aerobic lagoon

Sludge recycling (optional) Figure Aerobic lagoon 19.4 Aerated Lagoon Aerated lagoons are one of the aerobic suspended growth processes. An aerated lagoon is a basin in which wastewater is treated either on a flow through basis or with solids recycle.

More information

The Islamic University of Gaza- Civil Engineering Department Advanced Sanitary Engineering- ECIV 5325 Unit 2. Fundamentals of Wastewater Treatment

The Islamic University of Gaza- Civil Engineering Department Advanced Sanitary Engineering- ECIV 5325 Unit 2. Fundamentals of Wastewater Treatment The Islaic University of Gaza- Civil Engineering Departent Advanced anitary Engineering- ECIV 5325 Unit 2. Fundaentals of Wastewater Treatent Based on Dr. Fahid Rabah lecture notes 1 Definition of biological

More information

Sustainable Energy Generation in Microbial Fuel Cell Catalyzed with Bacillus Subtilis Species

Sustainable Energy Generation in Microbial Fuel Cell Catalyzed with Bacillus Subtilis Species Sustainable Energy Generation in Microbial Fuel Cell Catalyzed with Bacillus Subtilis Species Zainab Z. Ismail * Department of Environmental Engineering, Baghdad University Baghdad, Iraq and Ali J. Jaeel

More information

Energy Savings Through Denitrification

Energy Savings Through Denitrification Energy Savings Through Denitrification If Your Plant Nitrifies, Why Not Make it Denitrify Brett Ward Utility Operations Consultant Municipal Technical Advisory Service The University of Tennessee 1 Nitrate,

More information

Probabilistic Modeling of Two-Stage Biological Nitrogen Removal Process: Formulation of Control Strategy for Enhanced Process Certainty

Probabilistic Modeling of Two-Stage Biological Nitrogen Removal Process: Formulation of Control Strategy for Enhanced Process Certainty Probabilistic Modeling of Two-Stage Biological Nitrogen Removal Process: Formulation of Control Strategy for Enhanced Process Certainty By Ayanangshu Dey (Ayan) & B S Magbanua Jr., Ph.D, PE Department

More information

Friday November 4, 2016

Friday November 4, 2016 Friday November 4, 2016 http://2020heinsite.blogspot.fi/2012/05/fermentation.html 15 Feedback Have you studied biochemistry and microbiology in your earlier studies? (17) Yes (4) No (6) Studied related

More information

Nutrient Removal Project

Nutrient Removal Project 116 The nutrient removal project is an opportunity to synthesize what you have learned about environmental engineering and to learn about process control, real time data analysis, and the design and operation

More information

KINETIC ANALYSIS AND SIMULATION OF UASB ANAEROBIC TREATMENT OF A SYNTHETIC FRUIT WASTEWATER

KINETIC ANALYSIS AND SIMULATION OF UASB ANAEROBIC TREATMENT OF A SYNTHETIC FRUIT WASTEWATER Global NEST Journal, Vol 12, No 2, pp 175-180, 2010 Copyright 2010 Global NEST Printed in Greece. All rights reserved KINETIC ANALYSIS AND SIMULATION OF UASB ANAEROBIC TREATMENT OF A SYNTHETIC FRUIT WASTEWATER

More information

Dynamics of Wastewater Treatment Systems

Dynamics of Wastewater Treatment Systems Dynamics of Wastewater Treatment Systems Gustaf Olsson Lund University, Sweden Gustaf.Olsson@iea.lth.se Models Models for understanding mechanisms design control Mass Balances Conservation of mass: (rate

More information

Designing Single-Sludge Bionutrient Removal Systems

Designing Single-Sludge Bionutrient Removal Systems Designing Single-Sludge Bionutrient Removal Systems Richard O. Mines, Jr., Ph.D., P.E. Environmental Engineering Mercer University 2001 World Water & Environmental Resources Conference Orlando, FL Activated

More information

Feasibility Report on Sewage Treatment Plant (STP)

Feasibility Report on Sewage Treatment Plant (STP) Feasibility Report on Sewage Treatment Plant (STP) FOR Proposed Commercial Building project Commercial Office Building by M/s. Bhagavath Sannidhi Estates Pvt Ltd.at Sy No 55/1 of Devarabeesanahalli Village,

More information

DESIGNING BIOLOGICAL WASTEWATER TREATMENT PROCESSES BASED ON ACTIVATED SLUDGE MODEL CONCEPT

DESIGNING BIOLOGICAL WASTEWATER TREATMENT PROCESSES BASED ON ACTIVATED SLUDGE MODEL CONCEPT DOCTORAL DISSERATATION DESIGNING BIOLOGICAL WASTEWATER TREATMENT PROCESSES BASED ON ACTIVATED SLUDGE MODEL CONCEPT NGUYEN DUONG QUANG CHANH 2017 DESIGNING BIOLOGICAL WASTEWATER TREATMENT PROCESSES BASED

More information

Petroleum Refinery Effluent Biodegradation in Sequencing Batch Reactor

Petroleum Refinery Effluent Biodegradation in Sequencing Batch Reactor International Journal of Applied Science and Technology Vol. No. ; November Abstract Petroleum Refinery Effluent Biodegradation in Sequencing Batch Reactor Gasim Hayder Ahmed Mr., PhD student Bandar Seri

More information

Global Leaders in Biological Wastewater Treatment

Global Leaders in Biological Wastewater Treatment Global Leaders in Biological Wastewater Treatment OVERVIEW OF ANOXKALDNES AnoxKaldnes is a global provider of leading-edge biological processes for wastewater treatment. The head-office is in Sweden. There

More information

Volume: I: Issue-3: Nov-Dec ISSN MUNICIPAL WASTEWATER TREATMENT AND KINETIC STUDIES USING IMMOBILIZED FIXED BED ANAEROBIC DIGESTER

Volume: I: Issue-3: Nov-Dec ISSN MUNICIPAL WASTEWATER TREATMENT AND KINETIC STUDIES USING IMMOBILIZED FIXED BED ANAEROBIC DIGESTER Volume: I: Issue-3: Nov-Dec -2010 ISSN 0976-4550 MUNICIPAL WASTEWATER TREATMENT AND KINETIC STUDIES USING IMMOBILIZED FIXED BED ANAEROBIC DIGESTER Dwaraka.K *, JayaRaju.K * Department of Chemical Engineering,

More information

BOD5 REMOVALS VIA BIOLOGICAL CONTACT AND BALLASTED CLARIFICATION FOR WET WEATHER M. COTTON; D. HOLLIMAN; B. FINCHER, R. DIMASSIMO (KRUGER, INC.

BOD5 REMOVALS VIA BIOLOGICAL CONTACT AND BALLASTED CLARIFICATION FOR WET WEATHER M. COTTON; D. HOLLIMAN; B. FINCHER, R. DIMASSIMO (KRUGER, INC. BOD REMOVALS VIA BIOLOGICAL CONTACT AND BALLASTED CLARIFICATION FOR WET WEATHER M. COTTON; D. HOLLIMAN; B. FINCHER, R. DIMASSIMO (KRUGER, INC.) Bench-scale testing was conducted to quantify the effectiveness

More information

CEE 371 May 14, 2009 Final Exam

CEE 371 May 14, 2009 Final Exam CEE 371 May 14, 2009 Final Exam Closed Book, two sheets of notes allowed Please answer questions 3, 6 and 7. In addition, answer either question 1 or 2, and answer either question 4 or 5. The total potential

More information

Application of MBR for the treatment of textile wastewater

Application of MBR for the treatment of textile wastewater Application of MBR for the treatment of textile wastewater P. Damala, E. Katsou, J. Novakovic, K. Chatzikonstantinou, G. Karathanasi, A. Patsia, S. Malamis International Conference on Industrial Waste

More information

A. A. ADAMU AND IFY. L. NWAOGAZIE

A. A. ADAMU AND IFY. L. NWAOGAZIE GLOBAL JOURNAL OF ENGINEERING RESEARCH VOL 8, NO. 1&2, 2009: 1-10 COPYRIGHT BACHUDO SCIENCE CO. LTD PRINTED IN NIGERIA. ISSN 1596-292x www.globaljournalseries.com; Info@globaljournalseries.com ACTIVATED

More information

CE421/521 Environmental Biotechnology. Nitrogen and Phosphorus Cycles Lecture Tim Ellis

CE421/521 Environmental Biotechnology. Nitrogen and Phosphorus Cycles Lecture Tim Ellis CE421/521 Environmental Biotechnology Nitrogen and Phosphorus Cycles Lecture 9-269 26-06 Tim Ellis Nitrification Kinetics µ = µ K maxs NH 4 S + S NH4 K O S O2 + S O2 where µ max = maximum specific growth

More information

336098: DYNAMIC MODELLING AND SIMULATION OF ANAEROBIC DIGESTER FOR HIGH ORGANIC STRENGTH WASTE

336098: DYNAMIC MODELLING AND SIMULATION OF ANAEROBIC DIGESTER FOR HIGH ORGANIC STRENGTH WASTE 336098: DYNAMIC MODELLING AND SIMULATION OF ANAEROBIC DIGESTER FOR HIGH ORGANIC STRENGTH WASTE POOJA SHARMA, U K GHOSH, A K RAY Department of Polymer & Process Engineering Indian Institute of Technology,

More information

STELLA Assignment #2 - BOD

STELLA Assignment #2 - BOD STELLA Assignment #2 - BOD 1) In this problem, you will be tracking the biochemical oxygen demand (BOD) impact of a waste discharged from the Watapiti waste facility. The plant discharges 7.5 x 10 5 liters/day

More information

Degradation of wine distillery wastewaters by the combination of aerobic biological treatment with chemical oxidation by Fenton s reagent

Degradation of wine distillery wastewaters by the combination of aerobic biological treatment with chemical oxidation by Fenton s reagent Degradation of wine distillery wastewaters by the combination of aerobic biological treatment with chemical oxidation by Fenton s reagent J. Beltran de Heredia, J. Torregrosa, J.R. Dominguez and E. Partido

More information

19. AEROBIC SECONDARY TREATMENT OF WASTEWATER

19. AEROBIC SECONDARY TREATMENT OF WASTEWATER 19. AEROBIC SECONDARY TREATMENT OF WASTEWATER 19.1 Activated Sludge Process Conventional biological treatment of wastewater under aerobic conditions includes activated sludge process (ASP) and Trickling

More information