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Location: Boise Centre West 110A |
Boise Centre Ground level, across side hall from Exhibit Floor
|Date: Sunday, 21/Oct/2018|
|10:00am - 5:00pm||Precon Workshop 3: Aerobic Granular Sludge (AGS) - An Innovation for Increased Performance and Capacity in Existing Footprint|
Session Chair: Li Lei, Jacobs;
|Boise Centre West 110A|
ID: 302 / Precon Workshop 3: 1
Sunday Oct. 21 Preconference Workshops Program
Keywords: Aerobic, Sludge, Anammox
Aerobic Granular Sludge (AGS) - An Innovation for Increased Performance and Capacity within Existing Footprint
1CH2M (now Jacobs); 2Carollo; 3University of Washington; 4HDR; 5NEWhub; 6Aqua-Aerobic Systems, Inc.; , , firstname.lastname@example.org, , ,
By developing granular sludge that settle significantly better than conventional flocculent activated sludge, the innovative aerobic granular sludge process has gained tremendous interests in its capability of holding 2-3 times the biomass inventory of an activated sludge process within the same space, increasing capacity, enhancing nutrient removal, while offering energy savings.
The workshop will provide the attendees with the state of the art of the aerobic granular sludge process, and feature leading practitioners from forward-thinking municipalities/utilities, academia, consulting fields, and innovative technology providers.
The objectives of the workshop are to provide the attendees with the state of the art of the aerobic granular sludge process, including its fundamentals, worldwide applications, case studies, challenges of and design approaches to full-scale implementations, highlights of researches, and initiatives in pacific Northwest.
The workshop will also provide an opportunity through panel discussions to exchange ideas with respect to the development, assessment and implementation of aerobic granular sludge technology in existing infrastructure.
10:00 - 10:05 am: Welcome & Introductions, Dr. L. Lei, Facilitator, Jacobs
10:05 - 11:05 am: State of Art of Aerobic Granular Sludge Process and Initiatives in Pacific Northwest, Dr. H. Dave Stensel, Univ. of Washington; Dr. B. Figdore, HDR
11:00 - 12:00 pm: Approaching Aerobic Granular Sludge in Continuous Flow Processes using inDENSE® Technology. Dr. S. Murthy. NEWhub.
12:00 - 1:00 pm: Lunch Break
1:00 - 1:20: Collecting Attendee's Questions on Aerobic Granular Sludge Processes, Dr. L. Lei, Facilitator, Jacobs
1:20 - 2:15 pm: Molecular Biology Findings and Implications for Aerobic Granular Sludge Processes, Dr. M. Winkler, Univ. of Washington
2:15 - 3:00 pm: Aqua-Aerobic Systems, Inc. AquaNereda® Aerobic Granular Sludge: Worldwide Operational Experience in Full Scale Plants and the First plant in USA, Mr. M. de los Santos, Aqua-Aerobic Systems, Inc.
3:00 - 3:15 pm: Refreshment Break
3:15 - 4:15 pm: Design and Case Studies of Aerobic Granular Sludge Plants, Mr. B. Johnson, P.E., BCEE, IWA Fellow, Jacobs
4:15 - 5:00 pm: Panel Discussions, All Speakers
Speakers and presentations featured:
Dr. H David Stensel. Univ. of Washington. State of Art of Aerobic Granular Sludge Process and Initiatives in Pacific Northwest. The objectives of this presentation are to provide the attendees with a background on the fundamentals of granular activated sludge and the current progress on a pilot plant study by the University of Washington and King County to evaluate the use of sidestream granular sludge bioaugmentation to enable mainstream nitrogen removal in a short-solids retention time (SRT) flocculent activated sludge process.
The outline of the presentation is as follows:
i. Seed source and “baby granules”
ii. Start up operation and performance of sidestream granular sludge system treating anaerobic digestion centrate
iii. Performance of mainstream treatment system after granular sludge addition
Dr. Sudhir Murthy. NEWhub. Approaching Aerobic Granular Sludge in Continuous Flow Processes using the inDENSE® Technology. The use of hydrocyclones in combination with an anaerobic zone metabolic selector for densification and bioP is an innovative approach for low capital cost investment for wastewater treatment plants to improve both phosphorus removal performance and increase process capacity simultaneously. Hydrocyclones retain phosphorus-accumulating organisms in the underflow leading to stabilization in treatment systems with seasonal variation by maintaining the biomass population. In some process configurations, it can lead to granulation.
This presentation highlights the implementations of hydrocyclones and performance enhancement at Hampton Roads Sanitation District’s (HRSD) James River Wastewater Treatment Plant (JRTP) and Urbanna Wastewater Treatment Plant (UBTP), VA and the Soyen plant near Munich, Germany. The three plants have very different configurations.
The JRTP is rated at 20 MGD, utilizes a 4-stage Bardenpho configuration with an IFAS system, and had historically poor settleability prior to the hydrocyclone installation, with SVI values of 140± 34 mL/g, not associated with filaments, nutrient deficiencies, or poor monovalent to divalent cation ratios. The influent wastewater characteristics, such as soluble chemical oxygen demand (sCOD) of 250 to 350 mg L-1, are favorable and allow for seasonal biological phosphorus removal without a formal anaerobic selector.
UBTP is rated at 0.10 MGD with two 0.050 MGD parallel trains operated in a Modified Ludzack-Ettinger (MLE) configuration. Previously the UBTP was an extended aeration system with poor settling sludge due to denitrification in the secondary clarifiers. Hydrocyclones were implemented at both plants as external selectors for selectively wasting poor settling flocs while retaining dense particles for improved settleability, in addition to elucidate the extent of metabolic selection with and without a formal anaerobic selector to enhance biological phosphorus removal performance.
Finally, the BIOCOS process (a modified SBR) at the Soyen plant will also be discussed, which was converted to perform Bio-P by using an external anerobic selector as well as an external hydrocyclone.
Dr. Mari Winkler. Univ. of Washington. Microbiology and Optimization of Granule Aerobic Sludge Process for Enhancing Mainstream Nitrogen Removal Capacities at Low Costs. This talk involves providing an opportunity to exchange ideas with respect to the development, assessment and implementation of aerobic granular sludge technology in existing infrastructure. A critical limitation of the aerobic granular sludge technology is that it cannot be readily adapted to most existing activated sludge process reactor geometries, which clearly limits its broader application. Therefore, it is a challenge to find new ways how to retrofit existing plants for aerobic granular sludge technology.
This talk will focus on the microbiological aspects of granule and floc competition and on the population dynamics in these systems.
In addition, this talk will focus on the enhancement of mainstream nitrogen removal capacities at minimal costs by determining optimal conditions for promoting growth of ammonium oxidizing archaea (AOA) with Anaerobic ammonium oxidizing bacteria (Anammox) within single granules using
The aim of this talk is to establish actionable roadmaps for the further development, demonstration, and implementation of granular sludge in existing treatment facilities.
Mr. Manuel de los Santos. Aqua-Aerobic Systems, Inc. AquaNereda® Aerobic Granular Sludge: Worldwide Operational Experience in Full Scale Plants and the First plant in USA. A research partnership in the Netherlands led to the development of a first technology applying aerobic granular sludge in a full-scale wastewater treatment plant. Currently, over 30 full-scale AGS plants are operational or under design/construction worldwide.
This SBR type AGS system creates proper conditions to reliably maintain a stable granule within a single tank, without the need of a carrier, secondary clarifiers, selectors, separate compartments, or return sludge pumping stations.
The layered microbial community within the granule structure enable simultaneous processes to take place in the granular biomass, including enhanced biological phosphorus reduction, and simultaneous nitrification/denitrification, and makes the system more resistant to toxic shocks and fluctuations in chemicals, load, pH, and salinity than conventional systems. The enhanced settling properties (SVI at 30-50 mL/g) allow the system to be designed for 8 g/L of MLSS, reducing footprint by up to 75% and provideing up to 50% energy savings when compared to activated sludge systems.
The AGS technology is now entering U.S. as a promising alternative for capacity increase, retrofit, treatment upgrades with limited footprint, and enhance biological nutrient removal. To validate the technology in the US, a full-scale demonstration facility is in development and an AGS pilot unit has been constructed. Additionally, a full-scale AGS application is currently in the design stages for a municipality in Alabama.
This presentation will cover details on the granular sludge technology, the advantages that it offers, its worldwide operational experience and the efforts to introduce the technology to the US market.
Mr. Bruce Johnson, P.E., BCEE, IWA Fellow, Jacobs. Design and Case Studies of Aerobic Granular Sludge Plants. The design of Aerobic Granular Sludge (AGS) facilities falls into two major categories:
Both of these systems rely upon, and encourage, the development of aerobic granular biomass collections. These granules have the characteristics of multiple biomass populations within them (i.e. heterotrophs and autotrophs), and are more easily retained in biological treatment systems as a result of their larger settling rates/size.
Case studies of both types of the systems at Ejby Mølle WWTP (Odense, Denmark) and Central Regional Wastewater System WWTP CRWS, Trinity River Authority, Texas, will be highlighted.
While continuous feed AGS systems can be freely designed and installed by utilities, SBR AGS systems are currently patented by DHV and sold in North America exclusively by Aqua Aerobics.
This presents challenges to the North American market for two reasons:
It is important for the responsible process engineer to have independent confirmation of performance for professional liability concerns. This presentation will discuss design experience with the Morecombe WwTW in the United Kingdom, and how it approached working with DHV and confirming their process design for this facility.
Dr. Li Lei has been working in the environmental engineering and research field for over 20 years. She received her Ph. D. degree in Environmental Engineering from the University of Cincinnati and has been with CH2M now Jacob for the past 11 years. She is a process engineer supporting projects in the Northwest region, with a focus in wastewater treatment process study, modeling, design, and optimization. She has been active in PNCWA and currently leads the Emerging Technologies Committee.
Dr. H. David Stensel has forty-five years of experience in the environmental engineering industry and academia. Prior to his academic positions at University of Utah (1980-1985) and University of Washington (1985-2016), he spent 10 years in practice developing and applying industrial and municipal wastewater treatment processes. He has led the application and design of many biological processes in his career including treatment for water reuse, resource recovery, and nutrient removal. He has authored or coauthored over 160 technical publications. He is coauthor of the 4th (2003) and 5th (2014) editions of the Metcalf and Eddy Wastewater Engineering book, which is widely used by practitioners and in academic environmental engineering courses. He has presented in numerous workshops and seminars for the EPA, WEF, and Water Environment and Reuse Foundation (WERF). He has also been serving on the WERF Nutrient Challenge Program management team for the last 6 years. He has worked with King County Wastewater Treatment Division for the past 25 years and has managed several pilot plants and testing studies at their facilities.
Dr. Bryce Figdore is a wastewater process engineer with HDR based in Bellevue, WA. He has a Bachelor’s degree from The Pennsylvania State University, a Master’s degree from Villanova University, and a PhD from the University of Washington where his work focused on granular activated sludge. Bryce is enthusiastic about applying his expertise in biological nutrient removal to deliver innovative and robust solutions to protect water quality and astutely manage water resources. Occasionally he can be found exploring the great Pacific Northwest, most likely while fly fishing or hiking with his family.
Dr. Sudhir Murthy is CEO of NEWhub, a cleantech startup involved in developing and implementing new and innovative technologies. Until recently, Dr. Murthy was Innovations Chief at DC Water, and for the past 16 years led the development and adoption of new technologies and process improvements that resulted in over $1 billion new capital investment at the Blue Plains AWTP. He has over 125 peer review publications and has been involved in over 15 patent or applications. Dr. Murthy has received numerous awards from WEF, WRF and AAEES for applied research and for operational improvements. He is a Professional Engineer and licensed wastewater treatment plant operator in Virginia. He received his MS and PhD in Civil/Environmental engineering from Virginia Tech.
Dr. Mari Winkler has joined the Civil & Environmental Engineering Department faculty at the University of Washington in 2015. She received her Ph.D. degree in Environmental Engineering from Delft University of Technology, Netherlands. Her research interests include microbial ecology of mixed culture communities, mathematical modeling of microbial interactions, and innovative wastewater and sludge treatment processes including Anammox, aerobic granular sludge, resource recovery, and biosolids technology. In addition, she has had industrial experience in the field of process engineering and sales management, and is the newsletter editor of the IWA group for sludge management. Dr Winkler received several prizes for her work, including AEESP outstanding PhD dissertation award, Huber Technology prize, ISME-IWA Biocluster award, and Paul Busch award).
Mr. Manuel de los Santos is the product manager of biological processes with Aqua-Aerobic Systems, Inc. He received his M.S. degree in Sanitary and Environmental Engineering from the Universidad de Cantabria, Spain, after attaining his B.S. degree in Civil Engineering in Dominican Republic. Mr. Santos has worked in the wastewater treatment industry since 2000. His experience includes design, application and technical support for biological processes and membranes, as well as consulting in the construction field.
Mr. Bruce Johnson, P.E., BCEE, IWA Fellow, has been working in the wastewater industry for nearly 30 years, and has been with CH2M (now Jacobs) for the last 25 years. With CH2M, Bruce has led the wastewater treatment technology organization and is currently responsible for the wastewater modeling program. He is one of CH2M’s leading wastewater process engineers, and supports projects around the world. He has been active outside of CH2M both in WEF and IWA. Within WEF, he led the development of the new Nutrient Removal MOP, vice chaired the committee that developed the Wastewater Simulation MOP, and was a contributing author in MOP 8’s suspended growth chapter. He also chaired the WEFTEC wastewater symposia committee, and was a founding member and past chair of WEF’s Modeling Experts Group of the Americas.
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