Hydrogen Sulfide Removal using Rice Husk Ash Beads as Packing Material in Biofilter

Size: px
Start display at page:

Download "Hydrogen Sulfide Removal using Rice Husk Ash Beads as Packing Material in Biofilter"

Transcription

1 Hydrogen Sulfide Removal using Rice Husk Ash Beads as Packing Material in Biofilter Nimas M.S. Sunyoto 1, 2, Warin Rukruem 3, Benjaphon Suraraksa 4, and Pawinee Chaiprasert 1 * 1 Division of Biotechnology, School of Bioresources and Technology, King Mongkut s University of Technology Thonburi, Bangkok (Thailand) 2 Agroindustrial Biotechnology, Brawijaya University, Malang (Indonesia) 3 Excellent Center of Waste Utilization Management (ECoWaste), Pilot Plant Development and Training Institute, King Mongkut s University of Technology Thonburi, Bangkok (Thailand) 4 Excellent Center of Waste Utilization Management (ECoWaste), National Center for Genetic Engineering and Biotechnology, National Science and Technology Development Agency at King Mongkut s University of Technology, Bangkok (Thailand) Abstract The presence of hydrogen sulfide as an impurity in biogas production is undesirable due to its corrosive properties to metal parts and machinery. The removal of hydrogen sulfide in biogas using porous beads from rice husk ash as packing material in biofilter was investigated. The removal efficiency and elimination capacity of the biofilter was determined. The study used a packing material namely rice husk ash beads (RHAB) in three different particle sizes of cm (RHAB 1), cm (RHAB 2) and cm (RHAB 3). The operation was carried out in 5 litres working volume biofilter under controlled DO 0.5 mg.l -1 and ph 7 and employed swine manure as the source of seed sludge. The recirculation and acclimation of sludge were done two weeks prior to its operation. The synthetic hydrogen sulfide gas at a concentration of 1,500 ppm was fed in an up flow direction at constant flow rate of 0.25 l. min -1 correspesponded to H 2 S loading rate of 6.13 g H 2 S.m -3.h -1. In the steady state performance, each of biofilter attained removal efficiencies of 92.33, and 99.53% for RHAB 1, RHAB 2 and RHAB 3, respectively within 8 hours of operation, and, the elimination capacities were 5.66, 5.90 and 6.10 g H 2 S.m -3.h -1, respectively. Keywords: Biofilter, Hydrogen sulfide removal, Rice husk ash beads 1. Introduction Hydrogen sulfide as a nuisance compound is one major problem in biogas utilization. Hydrogen sulfide (H 2 S) is produced naturally during the anaerobic digestion process as a result from reduction of sulfate content of wastewater by sulfate reducing bacteria [1]. H 2 S has a rotten egg odor, colorless, toxic, flammable and generally recognized as a hazardous gas [2]. H 2 S in biogas, which is found in the range of 50 10,000 ppm, is able to cause corrosion to the engines and pipe lines especially when used as fuel for producing electricity [3]. Moreover, H 2 S is also toxic to the The 8 th International Symposium on Biocontrol and Biotechnology 68

2 humans, plants, animals and microorganisms [4]. For these reasons, the removal of H 2 S is important. There are several processes to remove H 2 S from biogas including physical, chemical and biological processes. However, recently, biological processes have been recognized as the most efficient technologies for H 2 S removal because it is inexpensive and cause no environmental pollution [5]. One of the most important biological process for H 2 S removal is biofiltration [6]. In biofilters, contaminant gases are forced through a filter bed consisting of porous packing materials that serve as supporting media for microbial attachment to metabolize volatile compounds contained in the gas phase [7]. In order to get high efficiency of biofiltration, the performance of packing material as heart of biofiltration has to be considered. Several properties should be fulfilled to be an ideal packing material including suitable particle size, void fraction, large surface area and pore size for microbial growth, high air and water retention capacity, and also high buffering capacity avoiding large ph fluctuations [8-10]. Currently, various packing materials have been used in biofilter including coconut fibre, polyurethane foam, and sugarcane baggase [11]. However, it is still necessary to search for alternative low cost packing material having good properties to remove H 2 S effectively [9-10]. Thus, this study will use the a packing material namely rice husk ash bead (RHAB), a cylindrical shape packing material made from rice husk ash with various sizes to investigate its suitability as biofilter packing material to remove H 2 S. 2. Materials and Methods 2.1 Source of Initial Seed The sludge used in this study was obtained from open pond of swine farm wastewater treatment system in the Ratchaburi Province. The total sludge used in the system was 100 g VVS.system -1. The seed sludge was recirculated and acclimated on the packing material of the reactor two weeks prior to its operation. 2.2 Packing Material Preparation Rice husk ash beads (RHAB) packing material consist of bead shaped packing material made from rice husk ash. Three types of RHAB packing material were used in this study. The types of RHAB differ based on size: type 1 ( cm), type 2 ( cm) and type 3 ( cm). The packing materials were adjusted to neutral ph of 7±0.5 by re-washing for several times. Characteristics of packing material were determined in terms of particle size, specific pore volume, water holding capacity, void fraction, pressure drop and ph. 2.3 Reactor Configuration The experiments were carried out on a laboratory scale biofilter reactor made of white polyvinyl chloride (PVC) shown in Figure 1. The reactor column s height and diameter were 0.47 and 0.14 m, respectively. The holding tank at the bottom of the column provides nutrients to the microorganisms. The biofilter column had a capacity of 7 liters and 5 liters was used as the working volume. 2.4 Reactor Operation The operation was carried out under controlled dissolved oxygen of 0.5 mg.l -1 and ph 7. The synthetic H 2 S gas in the concentration of 1,500 ppm was fed in an up flow direction at constant flow rate of 0.25 l.min -1 and gas retention time (GRT) 20 min resulting in a the steady H 2 S loading The 8 th International Symposium on Biocontrol and Biotechnology 69

3 rate at 6.13 g H 2 S.m -3.h -1. Removal efficiency and elimination capacity were determined in bioreactor containing each type of packing material Figure 1. Schematic diagram of biofilter system used in the study (1. Packing material column 2. H 2 S cylinder 3. H 2 S gas analyzer 4. H 2 S inlet port/flow meter 5. Nutrient solution tank 6. Nutrient pump 7. H 2 S outlet port) 3. Results and Discussion 3.1 Characterization of Packing Material In this study, the properties of RHAB packing material were determined, as summarized in Table 1 and the relationship of these characteristics to the performance of the packing material were also studied. Table 1. Characteristics of different types RHAB packing material Characteristics RHAB Type 1 RHAB Type 2 RHAB Type 3 Particle Size (cm) Specific Pore Volume (ml.g dry bed) Void Fraction ph Specific density (kg.l -1 ) The 8 th International Symposium on Biocontrol and Biotechnology 70

4 3.2 Pressure Drop The pressure drop is one important parameter to be considered in the operation of a biofilter. The experiment was carried out in the absence of seed sludge. The experiment used four different flow rates to study the pressure drop of each packing material. The results are shown in Figure 2. The pressure drops were increased as the flow rates increased. The highest pressure drop was provided by RHAB type 1 which has the smallest particle size. In the flow rate used in this study (0.25 l.min -1 ), the small size of the packing resulted in the highest pressure drop (12.27 mm H 2 O.m -1 ) when compared to RHAB type 2 and 3 at the same flow rate. Figure 2. The profile of pressure drop This is due to the high specific density (kg.l -1 ) of RHAB type 1. However, RHAB type 1 has the smallest value of void fraction (Table 1). This property can lead to the highest pressure drop due to the flow inhibition of the air in the packing column. This result is similar to Filho s study [11] that the pressure drop of the reactor is related to the biofilter density. The reactor having high packing density will result in high pressure drop even at the same gas velocity. Therefore, the RHAB type 1 has the highest pressure drop at all flow rates. 3.3 Buffering Capacity of RHAB during Biofilter Operation High buffering capacity avoiding large ph fluctuations is also one property of ideal packing material [9, 11]. The buffering capacity of RHAB packing material was also studied. The ph fluctuation were observed every 2 hrs during the operation and summarized in Figure 3. The ph remained stable during operation within 8 hours in the range of The ability to buffer the ph fluctuation is a beneficial property to retain and improve the biofilter performance by providing favorable conditions for microbial growth inside the packing material. It is necessary because the ph in a biofilter may change during operation. In some cases, the ph has to be regulated using buffer substances mixed with the packing material or using alkaline or acid solutions. With the ability of RHAB to buffer the ph fluctuation, it is not necessary to add other chemical substances to stabilize the ph. 3.4 Removal Efficiency The ideal properties of packing material in the biofilter application are expected to improve the performance of biofilter in terms of removal efficiency and elimination capacity. Removal efficiency is the percentage expressing the efficiency of biofilter by comparing the inlet The 8 th International Symposium on Biocontrol and Biotechnology 71

5 concentration with the concentration removed by biofilter. While elimination capacity is defined as the removal of a certain mass of pollutant normalised by the volume of the biofilters [11]. Figure 3. ph profiles during the operation Removal efficiency profile of each type of RHAB was shown in Figure 4. In the steady state operation, removal efficiency of biofilter was 92, 96 and 99.5% for biofilter type 1, 2 and 3, respectively. Moreover, the elimination capacity of biofilter was calculated to be 5.7, 5.9 and 6.1 g H 2 S.m -3.h -1. When the removal efficiencies of RHAB type 1, 2 and 3 were compared to their pressure drop profiles, we found that RHAB type 3 which had the lowest pressure drop also provided the highest removal efficiency. This high removal efficiency of the biofilter is due to the controlled conditions of the operation, high surface areas provided by the packing and also the ability of packing material to buffer the ph fluctuation. Figure 4. Removal efficiency profiles during cycle operation The 8 th International Symposium on Biocontrol and Biotechnology 72

6 4. Conclusions The application of RHAB as packing material to remove H 2 S under certain conditions of operation can attain removal efficiencies of 92, 96 and 99.5% for RHAB 1, RHAB 2 and RHAB 3, respectively within 8 hrs of operation. Moreover, the elimination capacity of each reactor was 5.7, 5.9 and 6.1 g H 2 S.m -3.h -1. However, we need to study the feasibility of long term utilization of using RHAB as packing material. 5. Acknowledgements The authors gratefully thank the Excellent Center of Waste Utilization Management (ECoWaste), King Mongkut s University of Technology Thonburi for the grant and facility supports. The appreciation is also extended to Beasiswa Unggulan Depdiknas and Brawijaya University for financial supportto Ms. Nimas M. S. Sunyoto for her master degree study in Thailand. References [1] Potivichayanon, S., Pokethitiyook, P. and Kruatrachue, M., Hydrogen sulfide removal by a novel fixed-film bioscrubber system. Process Biochemistry, 41, [2] Manahan, E.S., Environmental chemistry. USA, Lewis Publisher, pp [3] Pipatmanomai, S., Kaewluan, S. and Vitidsant, T., Economic assessment of biogasto-electricity generation system with H 2 S removal by activated carbon in small pig farm. Applied Energy, 86, [4] Devinny, S.J., Deshusses, M.A. and Webster, T.S., Biofiltration for Air Pollution Control, Boca Roton, CRC Press LLC, p. 93. [5] Deng, L., Chen, H., Chen, Z., Liu, Y., Pu, X. and Song, L., Process of simultaneous hydrogen sulfide removal from biogas and nitrogen removal from swine wastewater. Bioresource Technology, 100, [6] Rattanapan, C., Boonsawang, P. and Kantachote, D., Removal of H 2 S in downflow GAC biofiltration using sulfide oxidizing bacteria from concentrated Latex wastewater. Bioresources Technology, 100, [7] Boldu, F.X., Illa, J., van Groenestijn, J.W. and Flotats, X., Influence of synthetic packing materials on the gas dispersion and biodegradation kinetics in fungal air biofilters. Applied Microbiology Biotechnology, 79, [8] Hirai, M., Kamamoto, M., Yani, M. and Shoda, M., Comparison of the biological H 2 S removal characteristics among four inorganic packing material. Journal of Bioscience and Bioengineering, 91(4), [9] Dumont, E., Andres, Y., Cloirec, P. and Gaudin, F., Evaluation of a new packing material for H 2 S removed by biofiltration. Biochemical Engineering, [10] Li, Z., Sun, T., Zhu, N., Cao, X. and Jia, J., Comparative study of using different materials as bacterial carriers to threat hydrogen sulfide. Applied Microbiology Biotechnology, 81, [11] Filho, J., Sader, L.T., Damianovic, M.H., Foresti, E. and Silva, E., Performance evaluation of packing materials in the removal of hydrogen sulphide in gas-phase biofilters: polyurethane foam, sugarcane bagasse, and coconut fibre. Chemical Engineering Journal, 158, The 8 th International Symposium on Biocontrol and Biotechnology 73

Biological Odour Control at Wastewater Treatment Facilities - the present and the future (let's forget the past) N.J.R.

Biological Odour Control at Wastewater Treatment Facilities - the present and the future (let's forget the past) N.J.R. Biological Odour Control at Wastewater Treatment Facilities - the present and the future (let's forget the past) N.J.R. (Bart) Kraakman 1 1 Technical University Delft, The Netherlands 1 Bioway Technologies

More information

SYNERGISTIC APPLICATION OF ADVANCED PRIMARY AND SECONDARY WASTEWATER TREATMENT SYSTEMS

SYNERGISTIC APPLICATION OF ADVANCED PRIMARY AND SECONDARY WASTEWATER TREATMENT SYSTEMS SYNERGISTIC APPLICATION OF ADVANCED PRIMARY AND SECONDARY WASTEWATER TREATMENT SYSTEMS Published in Water and Waste Digest membrane issue, November 2008 Miroslav Colic; Chief Scientist, Clean Water Technology

More information

A NOVEL ION-EXCHANGE/ELECTROCHEMICAL TECHNOLOGY FOR THE TREATMENT OF AMMONIA IN WASTEWATER

A NOVEL ION-EXCHANGE/ELECTROCHEMICAL TECHNOLOGY FOR THE TREATMENT OF AMMONIA IN WASTEWATER A NOVEL ION-EXCHANGE/ELECTROCHEMICAL TECHNOLOGY FOR THE TREATMENT OF AMMONIA IN WASTEWATER ABSTRACT Leonard P. Seed, M.Sc., P.Eng., Enpar Technologies Inc. * Daren D. Yetman, A.Sc.T., Enpar Technologies

More information

WASTEWATER TREATMENT OBJECTIVES

WASTEWATER TREATMENT OBJECTIVES WASTEWATER TREATMENT OBJECTIVES The student will do the following: 1. Define wastewater and list components of wastewater. 2. Describe the function of a wastewater treatment plant. 3. Create a wastewater

More information

Wastewater Nutrient Removal

Wastewater Nutrient Removal Wastewater Nutrient Removal An overview of phosphorus and nitrogen removal strategies Presented by: William E. Brown, P.E. Peter C. Atherton, P.E. Why are nutrients an issue in the environment? Stimulates

More information

SIX REASONS TO DRY BIOGAS To A LOW DEWPOINT BEFORE COMBUSTION IN A CHP ENGINE STEVEN SCOTT MARKET DEVELOPMENT MANAGER ALTERNATIVE ENERGIES

SIX REASONS TO DRY BIOGAS To A LOW DEWPOINT BEFORE COMBUSTION IN A CHP ENGINE STEVEN SCOTT MARKET DEVELOPMENT MANAGER ALTERNATIVE ENERGIES SIX REASONS TO DRY BIOGAS To A LOW DEWPOINT BEFORE COMBUSTION IN A CHP ENGINE STEVEN SCOTT MARKET DEVELOPMENT MANAGER ALTERNATIVE ENERGIES Filippo Turra Product Manager Cooling Technology INTRODUCTION

More information

GUIDELINES FOR LEACHATE CONTROL

GUIDELINES FOR LEACHATE CONTROL GUIDELINES FOR LEACHATE CONTROL The term leachate refers to liquids that migrate from the waste carrying dissolved or suspended contaminants. Leachate results from precipitation entering the landfill and

More information

Sewage and Wastewater Odor Control Dr. Giancarlo Riva, Ozono Elettronica Internazionale, Muggio, Italy

Sewage and Wastewater Odor Control Dr. Giancarlo Riva, Ozono Elettronica Internazionale, Muggio, Italy Introduction Sewage and Wastewater Odor Control Dr. Giancarlo Riva, Ozono Elettronica Internazionale, Muggio, Italy Sewage and industrial plants located near residential areas can be subject to political

More information

Treatment options for hydrogen sulfide. Testing for hydrogen sulfide

Treatment options for hydrogen sulfide. Testing for hydrogen sulfide Sometimes hot water will have a sour smell, similar to that of an old damp rag. This smell often develops when the thermostat has been lowered to save energy or reduce the potential for scalding. Odor-causing

More information

Removing Heavy Metals from Wastewater

Removing Heavy Metals from Wastewater Removing Heavy Metals from Wastewater Engineering Research Center Report David M. Ayres Allen P. Davis Paul M. Gietka August 1994 1 2 Removing Heavy Metals From Wastewater Introduction This manual provides

More information

Natural and Advanced Treatment Systems for Wastewater Management at Municipal Solid Waste Disposal Site in Developing Countries

Natural and Advanced Treatment Systems for Wastewater Management at Municipal Solid Waste Disposal Site in Developing Countries Natural and Advanced Treatment Systems for Wastewater Management at Municipal Solid Waste Disposal Site in Developing Countries C. Chiemchaisri Department of Environmental Engineering, Kasetsart University

More information

Experts Review of Aerobic Treatment Unit Operation and Maintenance. Bruce Lesikar Texas AgriLife Extension Service

Experts Review of Aerobic Treatment Unit Operation and Maintenance. Bruce Lesikar Texas AgriLife Extension Service Experts Review of Aerobic Treatment Unit Operation and Maintenance Bruce Lesikar Texas AgriLife Extension Service Overview Overview of Aerobic Treatment Units Installing for accessibility to system components

More information

Bioremediation of Petroleum Contamination. Augustine Ifelebuegu GE413

Bioremediation of Petroleum Contamination. Augustine Ifelebuegu GE413 Bioremediation of Petroleum Contamination Augustine Ifelebuegu GE413 Bioremediation Bioremediation is the use of living microorganisms to degrade environmental contaminants in the soil and groundwater

More information

Module 16: The Activated Sludge Process - Part II Instructor Guide Answer Key

Module 16: The Activated Sludge Process - Part II Instructor Guide Answer Key Unit 1 Process Control Strategies Exercise Module 16: The Activated Sludge Process - Part II Instructor Guide Answer Key 1. What are the six key monitoring points within the activated sludge process? Ans:

More information

Bioremediation of contaminated soil. Dr. Piyapawn Somsamak Department of Environmental Science Kasetsart University

Bioremediation of contaminated soil. Dr. Piyapawn Somsamak Department of Environmental Science Kasetsart University Bioremediation of contaminated soil Dr. Piyapawn Somsamak Department of Environmental Science Kasetsart University Outline Process description In situ vs ex situ bioremediation Intrinsic biodegradation

More information

The Use of Magnesium Hydroxide Slurry as a Safe and Cost Effective Solution for H 2

The Use of Magnesium Hydroxide Slurry as a Safe and Cost Effective Solution for H 2 The Use of Magnesium Hydroxide Slurry as a Safe and Cost Effective Solution for H 2 S Odor and Corrosion in Sanitary Sewer Systems Aileen Gibson Chris Knapp Steve Leykauf Wastewater Treatment History In

More information

Brewery Wastewater: 2010 Water and Wastewater Conference. 11.02.2011 Page 1

Brewery Wastewater: 2010 Water and Wastewater Conference. 11.02.2011 Page 1 Brewery Wastewater: Solutions for the Problem By Fred M. Scheer 2010 Water and Wastewater Conference Madison, WI 11.02.2011 Page 1 vr74 What We Will Discuss: Biochemical i Oxygen Demand (BOD): Where does

More information

WISCONSIN WASTEWATER OPERATORS ASSOCIATION

WISCONSIN WASTEWATER OPERATORS ASSOCIATION Integrity. People. Knowledge. WISCONSIN WASTEWATER OPERATORS ASSOCIATION ANNUAL CONFERENCE GREEN BAY Resources. MEETING LOW LEVEL PHOSPHORUS LIMITS BY CHEMICAL ADDITION WHAT IS PHOSPHORUS Atomic # 15 Electron

More information

WSAA Infrastructure News

WSAA Infrastructure News WSAA Infrastructure News Including: Materials, Standards, WSAA Codes, Quality, Appraisals, Meters, Valves and other interest items Issue No. 8 Website: www.wsaa.asn.au 15 June 2003 Inside this issue: Page

More information

REMOVAL OF PHOSPHATE FROM WASTEWATER USING LOW-COST ADSORBENTS

REMOVAL OF PHOSPHATE FROM WASTEWATER USING LOW-COST ADSORBENTS International Journal of Engineering Inventions ISSN: 2278-7461, www.ijeijournal.com Volume 1, Issue 7 (October2012) PP: 44-50 REMOVAL OF PHOSPHATE FROM WASTEWATER USING LOW-COST ADSORBENTS Dr. C.R.Ramakrishnaiah

More information

Department of Environmental Engineering

Department of Environmental Engineering Department of Environmental Engineering Master of Engineering Program in Environmental Engineering (International Program) M.Eng. (Environmental Engineering) Plan A Option 1: (1) Major courses: minimum

More information

Total Suspended Solids Total Dissolved Solids Hardness

Total Suspended Solids Total Dissolved Solids Hardness Total Suspended Solids (TSS) are solids in water that can be trapped by a filter. TSS can include a wide variety of material, such as silt, decaying plant and animal matter, industrial wastes, and sewage.

More information

Feasibility study of crystallization process for water softening in a pellet reactor

Feasibility study of crystallization process for water softening in a pellet reactor International A. H. Mahvi, Journal et al. of Environmental Science & Technology Feasibility study of crystallization... Vol. 1, No. 4, pp. 1-4, Winter 5 Feasibility study of crystallization process for

More information

VITAE. Institution: Department of Safety, Health and Environmental Engineering, Central Taiwan University of Science and Technology

VITAE. Institution: Department of Safety, Health and Environmental Engineering, Central Taiwan University of Science and Technology VITAE Name: Yen-Hui Lin Current Position: Professor, Ph.D, P.E. Institution: Department of Safety, Health and Environmental Engineering, Central Taiwan University of Science and Technology Address: 666,

More information

This Questionnaire is divided into 8 sections referring to different capacity areas on the safe use of wastewater in agriculture:

This Questionnaire is divided into 8 sections referring to different capacity areas on the safe use of wastewater in agriculture: Annex - II Questionnaire to support the Capacity Development Needs Assessment In the framework of the Capacity Development Project on Safe Use of Wastewater 1 in Agriculture Phase I The Food and Agriculture

More information

Anaerobic Digestion: Biology and Benefits

Anaerobic Digestion: Biology and Benefits In: Dairy Manure Management: Treatment, Handling, and Community Relations. NRAES-176, p.63-72. Natural Resource, Agriculture, and Engineering Service, Cornell University, Ithaca, NY, 2005. Anaerobic Digestion:

More information

Nutrient Removal at Wastewater Treatment Facilities. Nitrogen and Phosphorus. Gary M. Grey HydroQual, Inc. ggrey@hydroqual.com 201 529 5151 X 7167

Nutrient Removal at Wastewater Treatment Facilities. Nitrogen and Phosphorus. Gary M. Grey HydroQual, Inc. ggrey@hydroqual.com 201 529 5151 X 7167 Nutrient Removal at Wastewater Treatment Facilities Nitrogen and Phosphorus Gary M. Grey HydroQual, Inc. ggrey@hydroqual.com 201 529 5151 X 7167 1 Agenda Nitrification and Denitrification Fundamentals

More information

Development of Advanced Wastewater Treatment and Reclamation System

Development of Advanced Wastewater Treatment and Reclamation System 14 Development of Advanced Wastewater Treatment and Reclamation System TAKESHI TERAZAKI *1 HOZUMI OTOZAI *2 KOSUKE SHIGIISHI *2 HIDEO SUZUKI *3 HIROSHI NAKASHOJI *4 HIROYUKI KAWAMOTO *5 Recycling and the

More information

Rehabilitation of Wastewater Treatment Plant of Sakhnin City in Israel by Using Advanced Technologies

Rehabilitation of Wastewater Treatment Plant of Sakhnin City in Israel by Using Advanced Technologies Rehabilitation of Wastewater Treatment Plant of Sakhnin City in Israel by Using Advanced Technologies Yasar Avsar 1, Hussein Tarabeah 2, Shlomo Kimchie 3, Izzet Ozturk 4, Hadi Naamneh 2 1 Yildiz Technical

More information

Using Magnesium Hydroxide

Using Magnesium Hydroxide Industrial Wastewater Neutralization Using Magnesium Hydroxide May 15, 2012 Steve Leykauf, Presenter Discussion Topics What is Magnesium Hydroxide? Technical Benefits of Magnesium Hydroxide Economic Benefits

More information

CHAPTER 7: REMEDIATION TECHNOLOGIES FOR CONTAMINATED GROUNDWATER

CHAPTER 7: REMEDIATION TECHNOLOGIES FOR CONTAMINATED GROUNDWATER CHAPTER 7: REMEDIATION TECHNOLOGIES FOR CONTAMINATED GROUNDWATER There are a number of technologies that are being use to remediate contaminated groundwater. The choice of a certain remediation technology

More information

VITAE. Institution: Department of Safety, Health and Environmental Engineering, Central Taiwan University of Science and Technology

VITAE. Institution: Department of Safety, Health and Environmental Engineering, Central Taiwan University of Science and Technology VITAE Name: Yen-Hui Lin Current Position: Professor, Ph.D, P.E. Institution: Department of Safety, Health and Environmental Engineering, Central Taiwan University of Science and Technology Address: 666,

More information

CERTIFICATION TO OPERATE WATER AND WASTEWATER TREATMENT SYSTEMS APPLICATION INSTRUCTIONS

CERTIFICATION TO OPERATE WATER AND WASTEWATER TREATMENT SYSTEMS APPLICATION INSTRUCTIONS COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION STATE BOARD FOR CERTIFICATION OF WATER AND WASTEWATER SYSTEMS OPERATORS CERTIFICATION TO OPERATE WATER AND WASTEWATER TREATMENT SYSTEMS

More information

CHAPTER 8 UPGRADING EXISTING TREATMENT FACILITIES

CHAPTER 8 UPGRADING EXISTING TREATMENT FACILITIES CHAPTER 8 UPGRADING EXISTING TREATMENT FACILITIES 8-1. General. Upgrading of wastewater treatment plants may be required to handle increased hydraulic and organic loadings to meet existing effluent quality

More information

A build-up of dirt and decaing organic matter is undesirable in koi ponds.

A build-up of dirt and decaing organic matter is undesirable in koi ponds. Hydrogen Sulphide in Koi Ponds A build-up of dirt and decaing organic matter is undesirable in koi ponds. KOISA No. 33 June 010 Hydrogen Sulphide Gas (HS) and Koi Ponds A build up of dirt and decaying

More information

Table 1.1: Typical Characteristics of Anaerobically Digested Wastewater

Table 1.1: Typical Characteristics of Anaerobically Digested Wastewater Solar Detoxification of Distillery Waste Anil K. Rajvanshi and Nandini Nimbkar Nimbkar Agricultural Research Institute (NARI), P.O. Box 44, PHALTAN-415523, Maharashtra E-mail : nariphaltan@gmail.com Introduction

More information

Bioremediation. Introduction

Bioremediation. Introduction Bioremediation Introduction In the twentieth century, the ever increase in the global human population and industrialization led to the exploitation of natural resources. The increased usage of heavy metals

More information

Chemistry at Work. How Chemistry is used in the Water Service

Chemistry at Work. How Chemistry is used in the Water Service Chemistry at Work How Chemistry is used in the Water Service WATER TREATMENT Everyday, more than 100 water treatment works in Northern Ireland put approximately 680 million litres of water into the supply

More information

Oasis Clearwater ENVIRONMENTAL SYSTEMS WASTEWATER TREATMENT ENGINEERS

Oasis Clearwater ENVIRONMENTAL SYSTEMS WASTEWATER TREATMENT ENGINEERS Oasis Clearwater ENVIRONMENTAL SYSTEMS WASTEWATER TREATMENT ENGINEERS The evolution continues in decentralised wastewater technology... The Process Decentralised wastewater treatment systems are defined

More information

How To Monitor Toxicity In Water

How To Monitor Toxicity In Water 1 WORKSHOP AND OPEN TECHNICAL MEETING WITH A VERIFICATION EXERCISE: Towards a European ETV Environmental Technology Verification System. Barcelona. 20-22 February 2008 AUTOMATED MICROBIAL BIOSENSORS FOR

More information

BIOHEAPLEACHING Marja Riekkola-Vanhanen Senior Biotechnology Adviser

BIOHEAPLEACHING Marja Riekkola-Vanhanen Senior Biotechnology Adviser BIOHEAPLEACHING Marja Riekkola-Vanhanen Senior Biotechnology Adviser 2 Short history of bioleaching Copper recovery from mine waters in the Mediterranean area 3000 years ago Heapleaching in Spain in big

More information

Basic Chemistry of Chlorination

Basic Chemistry of Chlorination Basic Chemistry of Chlorination Chlorine (Cl 2 ) is a gas, heavier than air, toxic, non-flammable and an economically available oxidizing agent that provides properties desirable in disinfection usage.

More information

ENVIRONMENTAL ISSUES IN THE RENDERING INDUSTRY. Gregory L. Sindt, P.E. Environmental Engineer Bolton and Menk, Inc.

ENVIRONMENTAL ISSUES IN THE RENDERING INDUSTRY. Gregory L. Sindt, P.E. Environmental Engineer Bolton and Menk, Inc. Summary ENVIRONMENTAL ISSUES IN THE RENDERING INDUSTRY Gregory L. Sindt, P.E. Environmental Engineer Bolton and Menk, Inc. The rendering industry has a significant positive impact on environmental quality.

More information

ULUDAĞ UNIVERSITY INSTITUTE OF SCIENCE ENVIRONMENTAL ENGINEERING 2013-2014 ACADEMIC YEAR INSTITUTE REQUIRED COURSES

ULUDAĞ UNIVERSITY INSTITUTE OF SCIENCE ENVIRONMENTAL ENGINEERING 2013-2014 ACADEMIC YEAR INSTITUTE REQUIRED COURSES GRADUATE PROGRAM ULUDAĞ UNIVERSITY ENVIRONMENTAL ENGINEERING 2013-2014 ACADEMIC YEAR INSTITUTE REQUIRED COURSES DOCTORAL PROGRAM OF Code Course Title T U L Credit ECTS Prerequisite Code Course Title T

More information

1.85 WATER AND WASTEWATER TREATMENT ENGINEERING FINAL EXAM DECEMBER 20, 2005

1.85 WATER AND WASTEWATER TREATMENT ENGINEERING FINAL EXAM DECEMBER 20, 2005 1.85 WATER AND WASTEWATER TREATMENT ENGINEERING FINAL EXAM DECEMBER 20, 2005 This is an open-book exam. You are free to use your textbook, lecture notes, homework, and other sources other than the internet.

More information

COKE PRODUCTION FOR BLAST FURNACE IRONMAKING

COKE PRODUCTION FOR BLAST FURNACE IRONMAKING COKE PRODUCTION FOR BLAST FURNACE IRONMAKING By Hardarshan S. Valia, Scientist, Ispat Inland Inc INTRODUCTION A world class blast furnace operation demands the highest quality of raw materials, operation,

More information

POINT SOURCES OF POLLUTION: LOCAL EFFECTS AND IT S CONTROL Vol. II - Technologies for Water Pollution Control - Wang Jianlong

POINT SOURCES OF POLLUTION: LOCAL EFFECTS AND IT S CONTROL Vol. II - Technologies for Water Pollution Control - Wang Jianlong TECHNOLOGIES FOR WATER POLLUTION CONTROL Wang Jianlong Tsinghua University, Beijing, 100084, Poeples Republic of China. Keywords: Activated sludge, Aerobic treatment, Anaerobic treatment, Biological treatment,

More information

REHABILITATION METHOD FOR INCREASING FLOW VELOCITY AND REDUCING SEDIMENTATION

REHABILITATION METHOD FOR INCREASING FLOW VELOCITY AND REDUCING SEDIMENTATION .asu/ North American Society for Trenchless Technology (NASTT) NO-DIG 2005 Orlando, Florida April 24-27, 2005 REHABILITATION METHOD FOR INCREASING FLOW VELOCITY AND REDUCING SEDIMENTATION Hwan-Kook Hwang

More information

THE NWF WATER PURIFICATION PROCESS FRESH WATER IN A NATURAL WAY. Esko Meloni Ferroplan Oy

THE NWF WATER PURIFICATION PROCESS FRESH WATER IN A NATURAL WAY. Esko Meloni Ferroplan Oy THE NWF WATER PURIFICATION PROCESS FRESH WATER IN A NATURAL WAY Esko Meloni Ferroplan Oy 1 The NWF Water Purification Process: list of contents 1. NWF biological purification of groundwater Iron and manganese

More information

Corrosion of Copper in Water

Corrosion of Copper in Water Corrosion of Copper in Water Digby D. Macdonald Center for Electrochemical Science and Technology Department of Materials Science and Engineering Pennsylvania State University 209 Steidle Bldg University

More information

Appendix D lists the Field Services Standard Operating Procedures. Appendix E lists the Biological Monitoring Standard Operating Procedures.

Appendix D lists the Field Services Standard Operating Procedures. Appendix E lists the Biological Monitoring Standard Operating Procedures. Page 16 of 87 3.3 Sample Collection, Storage and Preservation Figure 3 details required containers, sample volumes, preservation techniques, and holding times for proper sample collection. A discussion

More information

THE MARSHALL STREET ADVANCED POLLUTION CONTROL FACILITY (CLEARWATER, FLORIDA) CONVERSION TO 4-STAGE BARDENPHO TO IMPROVE BIOLOGICAL NITROGEN REMOVAL

THE MARSHALL STREET ADVANCED POLLUTION CONTROL FACILITY (CLEARWATER, FLORIDA) CONVERSION TO 4-STAGE BARDENPHO TO IMPROVE BIOLOGICAL NITROGEN REMOVAL THE MARSHALL STREET ADVANCED POLLUTION CONTROL FACILITY (CLEARWATER, FLORIDA) CONVERSION TO 4-STAGE BARDENPHO TO IMPROVE BIOLOGICAL NITROGEN REMOVAL ABSTRACT Timur Deniz, Ph.D., Thomas W. Friedrich, P.E.

More information

Iron and manganese are two similar elements

Iron and manganese are two similar elements L-5451 2-04 Drinking Water Problems: Iron and Manganese Mark L. McFarland, Associate Professor and Extension Soil Fertility Specialist Monty C. Dozier, Assistant Professor and Extension Water Resources

More information

Factors Affecting Precipitation of Calcium Carbonate

Factors Affecting Precipitation of Calcium Carbonate Factors Affecting Precipitation of Calcium Carbonate John A. Wojtowicz Chemcon Laboratory tests with clear solutions showed that precipitation of calcium carbonate does not occur in the ph range 7.5 to

More information

Bio-CNG plant. Spectrum Renewable Energy Limited, Kodoli, Kolhapur

Bio-CNG plant. Spectrum Renewable Energy Limited, Kodoli, Kolhapur Bio-CNG plant Spectrum Renewable Energy Limited, Kodoli, Kolhapur Spectrum Renewable Energy Private Limited (SREL) developed a large scale biogas generation and bottling project at Kodoli near Kolhapur

More information

Guidelines for Selecting and Maintaining Glycol Based Heat Transfer Fluids

Guidelines for Selecting and Maintaining Glycol Based Heat Transfer Fluids Guidelines for Selecting and Maintaining Based Heat Transfer Fluids David Berry Engineering Manager, Chem-Aqua Canada Allan Browning Technical Marketing Manager, Chem-Aqua, Inc. Based Heat Transfer Fluids

More information

Orange County Sanitation District

Orange County Sanitation District Orange County Sanitation District The Orange County Sanitation District operates large wastewater treatment plants in Fountain Valley and Huntington Beach, CA. These plants treat about 230 million gallons

More information

Phosphorus Removal. Wastewater Treatment

Phosphorus Removal. Wastewater Treatment Phosphorus Removal In Wastewater Treatment by Derek Shires (512) 940-2393 Derek.Shires@ett-inc.com Why do we care? Eutrophication of surface water - Especially reservoirs Maximum agronomic uptake - Limiting

More information

Balancing chemical reaction equations (stoichiometry)

Balancing chemical reaction equations (stoichiometry) Balancing chemical reaction equations (stoichiometry) This worksheet and all related files are licensed under the Creative Commons Attribution License, version 1.0. To view a copy of this license, visit

More information

www.klmtechgroup.com TABLE OF CONTENT

www.klmtechgroup.com TABLE OF CONTENT Page : 1 of 38 Project Engineering Standard www.klmtechgroup.com KLM Technology #03-12 Block Aronia, Jalan Sri Perkasa 2 Taman Tampoi Utama 81200 Johor Bahru Malaysia CAUSTIC AND CHEMICAL TABLE OF CONTENT

More information

Compact Sewage Systems in France A technical and cost comparison

Compact Sewage Systems in France A technical and cost comparison 2010 Sewage System Approvals Introduction The methods of evaluating systems are fixed by a decree dated 7 th September 2009. All companies wishing to have a system approved must submit a file to the appropriate

More information

AP ENVIRONMENTAL SCIENCE 2007 SCORING GUIDELINES

AP ENVIRONMENTAL SCIENCE 2007 SCORING GUIDELINES AP ENVIRONMENTAL SCIENCE 2007 SCORING GUIDELINES Question 1 Read the Fremont Examiner article below and answer the questions that follow. (a) Identify ONE component of the sewage that is targeted for removal

More information

WATER QUALITY CRITERIA

WATER QUALITY CRITERIA ORNAMENTAL AQUATIC TRADE ASSOCIATION (OATA) WATER QUALITY CRITERIA Version 2.0 A Company Limited by Guarantee and Registered in England No 2738119 Registered Office Wessex House, 40 Station Road, Westbury,

More information

Water Quality For Poultry

Water Quality For Poultry Water Quality For Poultry Amy E. Halls, M.Sc. Monogastric Nutritionist Shur-Gain, Nutreco Canada Inc. January 2008 Water Quality For Poultry Amy E. Halls, M.Sc. Monogastric Nutritionist Shur-Gain, Nutreco

More information

Removing Thallium from Industrial FGD Scrubber Water with Sorbster Adsorbent Media

Removing Thallium from Industrial FGD Scrubber Water with Sorbster Adsorbent Media Case History MAR Systems Inc. Removing Thallium from Industrial FGD Scrubber Water with Sorbster Adsorbent Media Trace thallium levels in process and wastewater streams pose a human toxicity threat. Tidwell

More information

Ozone in Cooling Towers : Hygiene for us

Ozone in Cooling Towers : Hygiene for us Ozone in Cooling Towers : Hygiene for us Dr. Matthias Hoffmann BWT Wassertechnik GmbH, Industriestrasse 7, D-69198 Schriesheim, Germany Keywords: Ozone, Cooling Tower, Legionella, Hygiene, Air conditioning,

More information

Introduction to Waste Treatment Technologies. Contents. Household waste

Introduction to Waste Treatment Technologies. Contents. Household waste Contents Introduction to waste treatment technologies 3 Section 1: The treatment of recyclable waste 4 Bulking facilities 5 Materials Reclamation Facility (MRF) 6 Reuse and recycling centres 8 Composting

More information

Water for Injection (WFI) and Pure Steam Production in a Lean Manufacturing Environment. Larry Zanko Project Manager STERIS Corporation

Water for Injection (WFI) and Pure Steam Production in a Lean Manufacturing Environment. Larry Zanko Project Manager STERIS Corporation Water for Injection (WFI) and Pure Steam Production in a Lean Manufacturing Environment Larry Zanko Project Manager STERIS Corporation Agenda Brief overview of multiple-effect water stills (MWS) Lean advancements

More information

NON-HAZARDOUS CHEMICAL TREATMENTS FOR HEATING AND COOLING SYSTEMS

NON-HAZARDOUS CHEMICAL TREATMENTS FOR HEATING AND COOLING SYSTEMS NON-HAZARDOUS CHEMICAL TREATMENTS FOR HEATING AND COOLING SYSTEMS Vincent F. Hock and Susan A. Drozdz U.S. Army Construction Engineering Research Laboratory What Are Green Chemical Treatments? Reduce corrosion,

More information

Water remediation: Passive Treatment Technologies

Water remediation: Passive Treatment Technologies Presenter: Jacques Meyer Project design: Adrian Haagner, Piet Smit & Jacques Meyer Water remediation: Passive Treatment Technologies Using a sub-surface flow wetland on a rehabilitated decommissioned coal

More information

How To Remove Iron From Water

How To Remove Iron From Water ISR IRON REMOVAL MEDIA Description INDION ISR is a special media designed to provide excellent catalytic properties to remove dissolved iron from ground water. INDION ISR is an insoluble media which oxidizes

More information

NANYANG TECHNOLOGICAL UNIVERSITY. School of Civil and Environmental Engineering. CV2701: Laboratory 2A. Laboratory Manual. For

NANYANG TECHNOLOGICAL UNIVERSITY. School of Civil and Environmental Engineering. CV2701: Laboratory 2A. Laboratory Manual. For NANYANG TECHNOLOGICAL UNIVERSITY School of Civil and Environmental Engineering CV2701: Laboratory 2A Laboratory Manual For Experiment Lab 2A-6(ENV) Wastewater Quality Analysis Location : Environment Laboratory,

More information

Large Biogas Plants in Denmark -technology and operation experience

Large Biogas Plants in Denmark -technology and operation experience Large Biogas Plants in Denmark -technology and operation experience September 9 2004 by Anne Seth Madsen, asm@niras.dk 1 NIRAS Agenda NIRAS Large Biogas Plants in Denmark Large Biogas Plants concept and

More information

ABC eed-to-know Criteria for Wastewater Treatment Operators

ABC eed-to-know Criteria for Wastewater Treatment Operators ABC eed-to-know Criteria for Wastewater Treatment Operators 2805 SW Snyder Blvd., Suite 535, Ankeny, Iowa 50023 Phone (515) 232-3623 Fax (515) 965-6827 Email abc@abccert.org Website www.abccert.org. Copyright

More information

DRAFT REPORT ON PRELIMINARY MICROBIOLOGICAL ASSESSMENT OF CHINESE DRYWALL

DRAFT REPORT ON PRELIMINARY MICROBIOLOGICAL ASSESSMENT OF CHINESE DRYWALL REPORT ON PRELIMINARY MICROBIOLOGICAL ASSESSMENT OF CHINESE DRYWALL Prepared For: Lori Saltzman, M.S. Director, Division of Health Sciences U.S. Consumer Product Safety Commission 4330 East West Highway

More information

Distillery Condensate and Spent Leese Treatment for Complete Reuse An Approach towards Zero Intake

Distillery Condensate and Spent Leese Treatment for Complete Reuse An Approach towards Zero Intake Distillery Condensate and Spent Leese Treatment for Complete Reuse An Approach towards Zero Intake Apte S. S. 1, Hivarekar S. B. 2 1,2 Assistant Professor, Annasaheb Dange College of Engineering and Technology,

More information

BALANCING REDOX EQUATIONS. Each redox equation contains two parts -- the oxidation and reduction parts. Each is balanced separately.

BALANCING REDOX EQUATIONS. Each redox equation contains two parts -- the oxidation and reduction parts. Each is balanced separately. C & EE 255B Prof. M. K. Stenstrom Winter 2015 BALANCING REDOX EQUATIONS Balancing redox (oxidation-reduction) equations is a simple and very useful technique of performing balances from empirical equations

More information

In-Situ Bioremediation Demonstration of Coal-Based Acid Mine Drainage. Tide Mine Site Indiana County, Pennsylvania

In-Situ Bioremediation Demonstration of Coal-Based Acid Mine Drainage. Tide Mine Site Indiana County, Pennsylvania In-Situ Bioremediation Demonstration of Coal-Based Acid Mine Drainage Tide Mine Site Indiana County, Pennsylvania Presented to: 26 th West Virginia Surface Mine Drainage Task Force Symposium Kelly S. Houston

More information

INTERIM TECHNICAL REPORT FIRST 18 MONTH PERFORMANCE SUMMARY FOR ANAEROBIC DIGESTION OF DAIRY COW SLURRY AT AFBI HILLSBOROUGH

INTERIM TECHNICAL REPORT FIRST 18 MONTH PERFORMANCE SUMMARY FOR ANAEROBIC DIGESTION OF DAIRY COW SLURRY AT AFBI HILLSBOROUGH INTERIM TECHNICAL REPORT FIRST 8 MONTH PERFORMANCE SUMMARY FOR ANAEROBIC DIGESTION OF DAIRY COW SLURRY AT AFBI HILLSBOROUGH Figure : Photograph of AD plant at AFBI (digester tank left of centre) Peter

More information

DURABILITY OF MORTAR LININGS IN DUCTILE IRON PIPES Durability of mortar linings

DURABILITY OF MORTAR LININGS IN DUCTILE IRON PIPES Durability of mortar linings DURABILITY OF MORTAR LININGS IN DUCTILE IRON PIPES Durability of mortar linings I. S. MELAND SINTEF Civil and Environmental Engineering, Cement and Concrete, Trondheim, Norway Durability of Building Materials

More information

Chapter 6 Odor Control

Chapter 6 Odor Control Chapter 6 Odor Control Odors are often the initial concern cited with a biosolids management program. Once odors are associated with a facility or a program, other concerns often are raised. Odor is frequently

More information

SECTION 6. The Codex code of practice on good animal feeding

SECTION 6. The Codex code of practice on good animal feeding SECTION 6 The Codex code of practice on good animal feeding 60 The Codex code of practice on good animal feeding SECTION 6 61 CODE OF PRACTICE ON GOOD ANIMAL FEEDING CAC/RCP 54-2004 SECTION 1. INTRODUCTION

More information

WASTE WATER TREATMENT SYSTEM (OPERATING MANUALS )

WASTE WATER TREATMENT SYSTEM (OPERATING MANUALS ) Page 1 of 76 1.0 PURPOSE The purpose of the Wastewater Treatment System is to remove contaminates from plant wastewater so that it may be sent to the Final Plant Effluent Tank and eventually discharged

More information

TREATMENT OPTIONS FOR REMOVAL OF SPECIFIC IMPURITIES FROM WATER. S. Vigneswaran Faculty of Engineering, University of Technology, Sydney, Australia

TREATMENT OPTIONS FOR REMOVAL OF SPECIFIC IMPURITIES FROM WATER. S. Vigneswaran Faculty of Engineering, University of Technology, Sydney, Australia TREATMENT OPTIONS FOR REMOVAL OF SPECIFIC IMPURITIES FROM WATER S. Vigneswaran Faculty of Engineering, University of Technology, Sydney, Australia C. Visvanathan Asian Institute of Technology, Bangkok,

More information

METHANOL REMOVAL FROM METHANOL-WATER MIXTURE USING MUNICIPAL ACTIVATED SLUDGE

METHANOL REMOVAL FROM METHANOL-WATER MIXTURE USING MUNICIPAL ACTIVATED SLUDGE Journal of Engineering Science and Technology Vol. 8, No. 5 (2013) 578-587 School of Engineering, Taylor s University METHANOL REMOVAL FROM METHANOL-WATER MIXTURE USING MUNICIPAL ACTIVATED SLUDGE SALAM

More information

INTRODUCTION. Fact Sheet: Air Pollution Emission Control Devices for Stationary Sources

INTRODUCTION. Fact Sheet: Air Pollution Emission Control Devices for Stationary Sources Fact Sheet: Air Pollution Emission Control Devices for Stationary Sources INTRODUCTION Stationary sources of air pollution emissions, such as power plants, steel mills, smelters, cement plants, refineries,

More information

Presented by Paul Krauth Utah DEQ. Salt Lake Countywide Watershed Symposium October 28-29, 2008

Presented by Paul Krauth Utah DEQ. Salt Lake Countywide Watershed Symposium October 28-29, 2008 Basic Nutrient Removal from Water Beta Edition Presented by Paul Krauth Utah DEQ Salt Lake Countywide Watershed Symposium October 28-29, 2008 Presentation Outline Salt Lake County waters / 303(d) listings

More information

Advanced Treatment of Hazardous Wastes(1) Advanced Treatment of Hazardous Wastes(2) Advanced Environmental Chemistry. Design of Solid Waste Landfill

Advanced Treatment of Hazardous Wastes(1) Advanced Treatment of Hazardous Wastes(2) Advanced Environmental Chemistry. Design of Solid Waste Landfill Course Description (전체 개설 교과목 개요) Advanced Treatment of Hazardous Wastes(1) This course is concerned with the management of hazardous materials and wastes in depth. We will deal with the physico-chemical

More information

PROPAK AquaBio Complete Water Restoration Systems

PROPAK AquaBio Complete Water Restoration Systems PROPAK AquaBio Complete Water Restoration Systems Conserving natural resources and lowering operating expenses is no longer an option, it is a necessity. Water, sewer and discharge fees are continuing

More information

How to measure Ammonia and Organic Nitrogen: Kjeldahl Method

How to measure Ammonia and Organic Nitrogen: Kjeldahl Method World Bank & Government of The Netherlands funded Training module # WQ - 38 How to measure Ammonia and Organic Nitrogen: Kjeldahl Method New Delhi, March 2000 CSMRS Building, 4th Floor, Olof Palme Marg,

More information

Unit 1. Physical, chemical and biological Characteristics of Wastewater

Unit 1. Physical, chemical and biological Characteristics of Wastewater The Islamic University of Gaza- Civil Engineering Department Advanced Sanitary Engineering- ECIV 5325 Unit 1. Physical, chemical and biological Characteristics of Wastewater Based on Dr. Fahid Rabah lecture

More information

7/99 Technical Support Document for the Evaluation of Aerobic Biological Treatment Units with Multiple Mixing Zones

7/99 Technical Support Document for the Evaluation of Aerobic Biological Treatment Units with Multiple Mixing Zones 7/99 Technical Support Document for the Evaluation of Aerobic Biological Treatment Units with Multiple Mixing Zones I. OVERVIEW AND PURPOSE This document is intended to provide information to assist anyone

More information

Enhancing Nitrification in an Oil Refinery WWTP with IFAS

Enhancing Nitrification in an Oil Refinery WWTP with IFAS Enhancing Nitrification in an Oil Refinery WWTP with IFAS Wayne J. Flournoy (2), Russ Grillo (1), *Sarah B. Hubbell (2), Ramesh Kalluri (3), Casey Mueller (1) (1) Frontier Refining, Inc. (2) Entex Technologies

More information

Complete. Water Solutions. for Rural India

Complete. Water Solutions. for Rural India Complete Water Solutions for Rural India More precious than gold. That s what safe drinking water is to India s rural population. Arsenic, iron, fluoride, nitrate, brackishness and pathogens in ground

More information

Poultry manure as a substrate for methane fermentation: problems and solutions

Poultry manure as a substrate for methane fermentation: problems and solutions Poultry manure as a substrate for methane fermentation: problems and solutions Robert Mazur Ph.D., Jakbu Mazurkiewicz M.Sc. eng. Andrzej Lewicki M.Sc. Eng, Sebastian Kujawiak M.Sc. Eng Poznan University

More information

OPTIMIZING BIOLOGICAL PHOSPHORUS REMOVAL FROM AN SBR SYSTEM MIDDLEBURY, VT. Paul Klebs, Senior Applications Engineer Aqua-Aerobic Systems, Inc.

OPTIMIZING BIOLOGICAL PHOSPHORUS REMOVAL FROM AN SBR SYSTEM MIDDLEBURY, VT. Paul Klebs, Senior Applications Engineer Aqua-Aerobic Systems, Inc. OPTIMIZING BIOLOGICAL PHOSPHORUS REMOVAL FROM AN SBR SYSTEM ABSTRACT MIDDLEBURY, VT Paul Klebs, Senior Applications Engineer Aqua-Aerobic Systems, Inc. The Middlebury Wastwater Treatment Plant, located

More information

Best Practice Guide NO. BPGCS002. Wastewater Treatment Activated Sludge Process

Best Practice Guide NO. BPGCS002. Wastewater Treatment Activated Sludge Process Best Practice Guide NO. BPGCS002 Wastewater Treatment Activated Sludge Process The following is intended to provide a first check for those involved in the operation, management and monitoring of the activated

More information

ANAEROBIC TREATMENT FOR SANA'A WASTEWATER USING UASB REACTOR PILOT PLANT

ANAEROBIC TREATMENT FOR SANA'A WASTEWATER USING UASB REACTOR PILOT PLANT ------------------------------------------------------------------------------------------------------------------------------- Full length Research Paper -------------------------------------------------------------------------------------------------------------------------------

More information

Appendix 2-1. Sewage Treatment Process Options

Appendix 2-1. Sewage Treatment Process Options Appendix 2-1 Sewage Treatment Process Options Table of Contents Appendix 2-1 Sewage Treatment Process Options 1 Introduction...1 2 Chemically Enhanced Primary Treatment (CEPT) Processes...2 2.1 CEPT with

More information

MALAYSIA S REQUIREMENTS ON INDUSTRIAL EFFLUENT TREATMENT SYSTEMS -The WEPA Workshop and Annual Meeting 18-21 February 2013 Siem Reap, Combodiaby

MALAYSIA S REQUIREMENTS ON INDUSTRIAL EFFLUENT TREATMENT SYSTEMS -The WEPA Workshop and Annual Meeting 18-21 February 2013 Siem Reap, Combodiaby MALAYSIA S REQUIREMENTS ON INDUSTRIAL EFFLUENT TREATMENT SYSTEMS -The WEPA Workshop and Annual Meeting 18-21 February 2013 Siem Reap, Combodiaby enforcement DIVISION DEPARTMENT OF ENVIRONMENT, MALAYSIA

More information