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Thursday, September 17
 

7:00am MDT

Registration
Thursday September 17, 2026 7:00am - 10:30am MDT
Nametags will be required for all Conference events.
Sponsors
avatar for City of Regina

City of Regina

City of Regina

avatar for EPCOR

EPCOR

EPCOR

Thursday September 17, 2026 7:00am - 10:30am MDT
2nd Floor Prefunction Delta Hotel

7:00am MDT

Quiet Lounge
Thursday September 17, 2026 7:00am - 4:30pm MDT
Quiet Lounge is open all week for all attendees to promote your conference wellness.
Sponsors
avatar for Hamm Construction

Hamm Construction

Hamm Construction
Thursday September 17, 2026 7:00am - 4:30pm MDT
Milan Delta Hotel

8:00am MDT

Breakfast
Thursday September 17, 2026 8:00am - 9:00am MDT
Fuel for the upcoming day and meet new friends.
Sponsors
avatar for Stantec Consulting Ltd

Stantec Consulting Ltd

Stantec Consulting Ltd

Thursday September 17, 2026 8:00am - 9:00am MDT
Trentino/Tuscany Delta Hotel

9:00am MDT

Southport Pumphouse Upgrade: The Challenge of Balancing Potable Water Distribution with a High Pressure Fire Protection System
Thursday September 17, 2026 9:00am - 9:30am MDT
The Southport Fire Pump Replacement project involved upgrading the municipality's fire protection system by replacing a diesel-powered fire pump with an electric fire pump and generator. The project was driven by the need to resolve deteriorating operational output and, critically, to enhance public drinking water safety. By removing the old diesel-powered fire pump located above the treated water storage reservoirs, the replacement system eliminated a substantial contamination risk, aligning with best practices for drinking water safety. The new pump was required to be an NFPA 20 rated system to provide fire protection for numerous airport hangers, industrial facilities, and commercial buildings (as mandated by insurance requirements). Unlike typical fire pump installations, this fire pump was directly integrated into the potable water distribution network. This unusual configuration necessitated that all components and appurtenances (including the pump, piping, and valves) meet NSF 61 requirements for materials in contact with drinking water. The project's primary technical challenge was the final calibration and programming required to balance fire pump operation with the existing distribution pump flow.
Speakers
CP

Charlie Pogue

Team Manager, Dillon Consulting Limited
Charlie is a Team Manager and Project Manager at Dillon Consulting with 8 years of process design experience and 6 years of project management experience, specializing in hydraulic system design, fire pumping systems, and process hazard/risk analysis. He acted as the Project Manager... Read More →
DL

Dryden Lanoway

Process EIT, Dillon Consulting Limited
Dryden Lanoway is a Process EIT at Dillon Consulting. He brings over three years of experience working with municipal governments and Indigenous communities, specializing in asset inspection and regulatory compliance. Dryden acted as the contract administrator and construction observer... Read More →
Thursday September 17, 2026 9:00am - 9:30am MDT
Umbria 2nf Floor, Delta Hotel

9:00am MDT

From Innovation to Application: Dynamic Single-Stage RO for High-Recovery PFAS Removal in Drinking Water Treatment
Thursday September 17, 2026 9:00am - 9:30am MDT
Dynamic Single-Stage Reverse Osmosis (DSSRO) technology offers a transformative approach to the removal of per- and polyfluoroalkyl substances (PFAS) in drinking water treatment. PFAS are persistent synthetic chemicals that present significant public health risks due to their resistance to conventional treatment methods and their tendency to accumulate in the environment. As regulatory standards for PFAS in drinking water become increasingly stringent, utilities require advanced, reliable, and sustainable solutions.
Traditional reverse osmosis (RO) systems, while effective at removing a broad spectrum of contaminants, are often constrained by membrane fouling, high energy consumption, and the generation of large volumes of concentrated waste streams. DSSRO addresses these limitations through an innovative single-stage, semi-batch membrane array and a unique two-pump configuration. This design enables high recovery rates, often exceeding 85%, while minimizing the volume of PFAS-laden concentrate. By maintaining high crossflow and regulating flux, DSSRO reduces fouling and scaling, which in turn decreases the frequency and intensity of chemical cleaning required. This not only lowers operational costs but also extends membrane life and reduces environmental impact.
Pilot studies at multiple drinking water facilities have demonstrated DSSRO’s technical feasibility and sustainability, consistently achieving permeate PFAS levels below detection limits. The system’s high recovery rates significantly reduce concentrate output and source water demands, making it particularly attractive for utilities operating under water scarcity or strict discharge regulations. By minimizing the volume of PFAS-laden concentrate that requires disposal, DSSRO helps utilities address one of the most challenging and costly aspects of PFAS treatment, safe and responsible concentrate management. DSSRO’s adaptability allows it to be integrated into existing treatment trains, complementing other processes such as enhanced coagulation, oxidation, and ultrafiltration.
Operational data from these pilots highlight the system’s robust performance under varying water qualities and operational conditions. Automated controls, real-time monitoring, and remote data logging further enhance reliability and facilitate rapid response to changing influent characteristics. These features support utilities in meeting evolving regulatory requirements and public health goals.
This presentation will explore the technical and operational advantages of DSSRO, share pilot results, and discuss practical considerations for implementation. By advancing the application of DSSRO technology, this work aims to inspire new standards for PFAS removal and support the delivery of safe, sustainable drinking water for communities.
Speakers
DM

Daniella Mosqueda

Process Engineer, Veolia
Daniella Mosqueda has over 20 years of water treatment and engineering experience including process design, optimization, and research and development in the fields of ultrafiltration, reverse osmosis, and membrane bioreactors for drinking water, wastewater and water reuse applications... Read More →
Thursday September 17, 2026 9:00am - 9:30am MDT
Campania A/B 2nf Floor, Delta Hotel

9:00am MDT

New Castle County’s Evaluation of Risk: Rethinking COF × LOF for Better Rehabilitation Decisions
Thursday September 17, 2026 9:00am - 9:30am MDT
Utilities must prioritize large inventories of linear assets to develop defensible capital plans. The task is complicated by the volume and variability of data that must be considered. This joint investigation by New Castle County, DE (NCC) and Jacobs evaluates how different risk scoring formulas influence pipe asset prioritization in rehabilitation programs. The study compares the traditional risk = LOF × COF methodology, which multiplies likelihood of failure (LOF) and consequence of failure (COF) into a single value, with alternative additive approaches.
Our objectives were to evaluate how each scoring method affects rehab prioritization, 10‑year rehabilitation schedules and budgets, and identify the risk prioritization methodology best aligning with NCC’s operational goals and risk tolerance.
This study reflects ongoing collaboration between NCC and Jacobs to create risk scores and manage their sewer and stormwater assets. Analysis incorporates NCC’s GIS asset inventory, work order history, and condition assessments. Additionally, remaining useful life (RUL) estimates and cost estimates were generated, and a predictive AI model was used to flag pipes with high potential defect acceleration using an acceleration factor (AF). NCC is reviewing modeled results and comparing them with field observations, maintenance trends, and planned rehabilitation.
Three prioritization techniques were compared using identical datasets and business rules and differing prioritization techniques.
  • Traditional: Single risk value calculated using LOF × COF
  • Alternative 1: Refined priority value calculated as COF + 2×LOF 
  • Alternative 2: Refined priority value calculated as COF + 2×LOF + AF
When LOF or COF scores were missing, substitutes were made using percent‑life‑used or a peer comparison of pipes within the same basin and age range, for the same material and diameter. For comparison purposes, a 10‑year program was constructed under equal annual budget assumptions, filling each year with the highest‑priority assets.


Findings:
Assessing the Options
When assessing the possible prioritization outcomes, the scoring methods produced meaningfully different prioritization spreads. Traditional LOF × COF provided an irregular range of possible outcomes while the additive options created a more normalized range of outcomes. When assessing the prioritization outcomes, we focused on two hypothetical example pipes.
Comparing Outcomes Using NCC Data
The three prioritization methodologies have been applied across NCC’s full pipe inventory, generating priority scores for every asset. To validate these modeled results, NCC selected a representative subset of pipes to apply manual, engineering‑judgment‑based prioritization, drawing on institutional knowledge. This manually ranked set will serve as a ground‑truth benchmark. The study then compares the modeled priorities to both NCC’s hand‑assigned rankings and NCC’s planned rehabilitation projects to evaluate alignment, highlight discrepancies, and identify opportunities to refine the risk scoring approach.
Significance
Choice of risk formula has direct implications on rehab prioritization, construction workload, budget stability, and long‑term system performance. For NCC, adopting COF + 2×LOF+AF offers tangible benefits: it highlights condition‑driven assets that require timely intervention while still assessing criticality, targets pipe defect degradation, and supports proactive rehabilitation. More broadly, this study provides a replicable, transparent method for utilities to reevaluate their risk modeling and integrate rehabilitation-centric prioritization into capital planning and budgeting.
Speakers
avatar for Tyler Phillips

Tyler Phillips

Project Engineer & Condition Assessment & Rehabilitation Services - Regional Technology Lead, Canada, Jacobs
Tyler is a Project Engineer for Jacobs (Winnipeg, MB) and is the Canadian Regional Technology Lead (RTL) for Jacobs’ pipeline Condition Assessment and Rehabilitation Services (CARS) practice, responsible for coordination of resources, business development, and excellence in delivery... Read More →
Thursday September 17, 2026 9:00am - 9:30am MDT
Novara 1st Floor, Delta Hotel

9:00am MDT

Path to Tender: Collaborative Planning and Design for the Fish Creek WWTP Upgrade Project
Thursday September 17, 2026 9:00am - 9:30am MDT
The Fish Creek Wastewater Treatment Plant (WWTP) Upgrade represents one of Calgary’s most significant treatment modernization efforts in recent years, driven by increasingly stringent effluent requirements and the need to reestablish treatment capacity for a rapidly growing service area. Advancing this complex program from a high‑level concept to a coordinated, tender‑ready design package required a structured, collaborative, and iterative approach that aligned process decisions, facility upgrades, and constructability considerations across multiple design stages. This presentation traces the key steps that shaped the project’s development from conceptual design, through preliminary and detailed design, and into the issued for tender (IFT) ready documents.
Rather than detailing each technical component of the upgrade, the presentation highlights how early evaluations – such as biological nutrient removal process selection, peak flow management requirements, and updated hydraulic modelling – guided downstream decisions related to site layout, tankage configuration, and integration with the existing operating plant. This early-stage coordination and selections established the foundation for design development and ensured that treatment objectives, regulatory needs, and expected future loading conditions were consistently carried throughout the project.
A critical component of the design progression was the structured Value Management (VM) process, which brought together City staff, the consultant design team, the construction manager, and independent reviewers to assess the design at key milestones and to provide design alternatives for consideration. Recommendations from the VM workshops helped refine process choices, optimize capital investments, and improve operational reliability. This collaborative environment accelerated alignment on major design drivers, such as biological nutrient removal configuration, primary and secondary treatment upgrades, filtration strategy, sludge handling improvements, and energy recovery opportunities, and ensured that the evolving IFT documentation reflected an optimized and coordinated project.
Attendees will gain insight into the practical challenges encountered as the project advanced through design, including navigating site constraints, maintaining plant operations during construction, coordinating multidisciplinary technical inputs, and balancing scope, schedule, and interested party expectations. This case study provides a clear and realistic look at how intentional planning, iterative evaluation, and strong team collaboration can successfully advance a major wastewater treatment plant upgrade, ultimately enabling utilities to implement complex upgrades with reduced risk and improved confidence.
Speakers
AF

Andrew Frankiw

Water/Wastewater Engineer, Team Lead, Stantec
Andrew is a Water/Wastewater Engineer and Team Lead at Stantec with key roles on the Bonnybrook Plant D Expansion and Fish Creek WWTP Upgrade. His experience spans design, coordination, construction management, commissioning, and project management support. Andrew combines technical... Read More →
avatar for Danelle Bishoff

Danelle Bishoff

Process Engineer, Stantec
Danelle is a process engineer with Stantec. While with Stantec she has contributed to the commissioning of the Bonnybrook WWTP Plant D, the largest cold weather BNR facility in North America. She led the secondary treatment design for the Fish Creek WWTP, Calgary, AB including the... Read More →
Thursday September 17, 2026 9:00am - 9:30am MDT
Lombardy 2nf Floor, Delta Hotel

9:00am MDT

WCWEA Board Meeting
Thursday September 17, 2026 9:00am - 11:45am MDT
Thursday September 17, 2026 9:00am - 11:45am MDT
Piero Delta Hotel

9:00am MDT

Fresh Ideas Poster Contest
Thursday September 17, 2026 9:00am - 12:00pm MDT
The WCS AWWA hosts the annual AWWA Fresh Ideas Poster competition in conjunction with the WCW Annual Conference and Exhibition.
The Fresh Ideas Poster Contest is an annual poster competition organized by the American Water Waterworks Association (AWWA). Fresh Ideas Poster Contest is designed to encourage Young Professionals (YP) and students to participate at conferences held by individual AWWA Sections as well as the annual AWWA conference. The contest provides participants an excellent opportunity to showcase and share their insight and experience and to exchange ideas with a wide range of water professionals.
Each AWWA Section holds its own competition at its Section Conference to determine the winner. All Section winners are then eligible to move on to compete at the next AWWA Annual Conference and Expo (ACE).
The first step in participating in the contest is to submit an abstract regarding a poster topic. Presenters will then be chosen from submitted abstracts to participate in the poster competition at the WCW conference.
Sponsors
avatar for Nexom

Nexom

Nexom

Thursday September 17, 2026 9:00am - 12:00pm MDT
2nd Floor Prefunction Delta Hotel

9:30am MDT

From PACP to SPG: A Practical, Replicable Risk Framework for Municipal Sewer Networks
Thursday September 17, 2026 9:30am - 10:00am MDT
Municipalities across Canada face the same challenge: thousands of aging sewer assets, inconsistent inspection records, scattered data systems, and limited budgets for renewal. The Regional Municipality of Wood Buffalo (RMWB) tackled these issues by developing a transparent, replicable risk‑based condition assessment framework that any municipality—large or small—can adopt.
In its inaugural year of it's five-year program, transformed 48 km of CCTV inspections and 700 MACP manhole scans into a unified, easy‑to‑communicate asset condition story. Using standardized NASSCO Inc.© (NASSCO) Pipeline Assessment Certification Program ™ (PACP) and Manhole Assessment Certification Program ™ (MACP) defect coding as the foundation, the team applied a structured (Water Research centre’s Sewerage Risk Management approach), using a Structural Performance Grade (SPG) workflow, that translates raw observations into a clear, defensible “likelihood‑of‑failure” score. This score is then combined with a four‑index discretized Consequence of Failure (CoF) model to produce a risk‑ranked inventory that municipal leaders can use for capital planning, budgeting, and Council reporting.


What makes this approach attractive to municipalities is its repeatability and practicality. The SPG model accounts for real‑world field conditions that engages the pipe’s internal condition grade with soil behaviour, surcharge evidence, corrosion potential, and construction impacts, while remaining simple enough for operators, engineers, asset managers, and decision‑makers to understand. By standardizing the process, asset owners minimize subjectivity and create a consistent pipeline of priority‑based work orders, from early trenchless opportunities to urgent repairs.


The first‑year implementation produced an actionable rehabilitation program: a $6.2M sewer backlog and $472k manhole program, later refined into a targeted high‑risk package of approximately $1.75M—a format any municipality can emulate to justify investment and sequence renewal.


This paper demonstrates how municipalities can move from fragmented inspections to a defensible, risk‑driven capital plan within a single inspection cycle, offering a proven roadmap for communities seeking transparency, efficiency, and long‑term sustainability in their wastewater asset management programs.
Speakers
avatar for Christopher Mitchell

Christopher Mitchell

Prairies Condition Assessment & Asset Management Department Manager, AECOM Canada ULC
Mr. Mitchell joined AECOM in July 2006 (then Faber Maunsell), and was part of the Dŵr Cymru / Welsh Water DG5 flooding framework team, based in their project office in North Wales, United Kingdom. Mr. Mitchell relocated in 2010 to Winnipeg, Canada and now continues to work as the... Read More →
SK

Shane Kutin

Technical Services Manager, Aquatera Utilities
Shane Kutin is the Technical Services Manager at Aquatera Utilities Inc., where he leads a multidisciplinary engineering team focused on supporting engineering designs, solving technical issues, driving innovation, and promoting operational excellence. He holds a Mechanical Engineering... Read More →
Thursday September 17, 2026 9:30am - 10:00am MDT
Novara 1st Floor, Delta Hotel

9:30am MDT

City of Regina - Eastern Pressure Solution
Thursday September 17, 2026 9:30am - 10:00am MDT
Speakers
KN

Kevin Ness

Project Manager, AECOM
City of Regina - Eastern Pressure Solution (EPS).
OL

Omar Lobez

Project Engineer, AECOM
City of Regina - Eastern Pressure Solution (EPS).
KS

Kevin Syrnick

Manager, Water and Sewer Engineering, City of Regina
Kevin Syrnick was raised in Weyburn, Saskatchewan, and attended the University of Regina (U of R) graduating with a B.A.Sc. in Industrial System Engineering (ISE) in 1988.  Kevin has over thirty-five years of professional experience in both the private and public sectors and is... Read More →
Thursday September 17, 2026 9:30am - 10:00am MDT
Umbria 2nf Floor, Delta Hotel

9:30am MDT

Keeping Control Systems Running - Practical Maintenance for Water & Wastewater
Thursday September 17, 2026 9:30am - 10:00am MDT
This presentation explores best practices for maintaining Industrial Control Systems (ICS) in the water and wastewater sector. We will examine lifecycle considerations for PLCs, SCADA platforms, wireless communication options, and supporting components, providing practical recommendations for sustaining these critical assets. Key topics include strategies for backups, firmware management, system health checks, and determining appropriate spare hardware levels to ensure reliability. Emphasis will be placed on cybersecurity and how proactive maintenance strengthens facility security. To ground these concepts, we will review a real-world ICS maintenance plan for a the new Town of Esterhazy Regional Water Treatment Plant, highlighting architecture and upgrade planning. Modern trends such as remote access, cloud integration, and AI driven tools will also be discussed, equipping attendees with actionable insights to improve resilience and performance in their own operations.
Speakers
avatar for Gregory Smythe

Gregory Smythe

Technical Sales Engineer, Delco Automation
Greg Smythe graduated from the University of Saskatchewan in 2009 with a Bachelor of Science in Engineering Physics. Shortly after graduation, Greg began work with Delco Automation as an automation developer where he specialized in programming and commissioning PLCs, HMIs, SCADAs... Read More →
Thursday September 17, 2026 9:30am - 10:00am MDT
Campania A/B 2nf Floor, Delta Hotel

9:30am MDT

Enhancing Nutrient Removal in Existing Infrastructure: An RBC‑to‑MBBR Retrofit Case Study
Thursday September 17, 2026 9:30am - 10:00am MDT
This case study details the retrofit of an existing Rotating Biological Contactor (RBC) system to a Moving Bed Biofilm Reactor (MBBR) configuration for Wabaseemoong Independent Nations, located near the Ontario–Manitoba border. The upgrade addressed stringent effluent requirements—TSS <25 mg/L, cBOD₅ <25 mg/L, and TAN <10 mg/L—within a design flow of 438 m³/d, while minimizing civil works and footprint. The solution leveraged existing headworks and secondary clarification, incorporating twelve stainless steel coarse-bubble diffusers per tank to optimize oxygen transfer and reduce maintenance associated with membrane replacement. Media backflow prevention was achieved through influent piping modifications. The MBBR provided intensified nitrification and BOD removal within the RBC basins, ensuring compliance with nutrient limits and operational simplicity. Commissioned in January 2024, the system demonstrated stable performance and energy efficiency, validating MBBR retrofits as a cost-effective approach for decentralized wastewater treatment facilities
Speakers
avatar for Kristin Faulkner

Kristin Faulkner

Regional Sales Manager, Nexom

Thursday September 17, 2026 9:30am - 10:00am MDT
Lombardy 2nf Floor, Delta Hotel

10:00am MDT

Maximizing Public Investment: Strategic Planning and Delivery Approach of Water & Wastewater Infrastructure Projects
Thursday September 17, 2026 10:00am - 10:30am MDT
Across Western Canada, water and wastewater systems are under increasing pressure as aging infrastructure, capacity constraints, and rising construction costs collide with limited government funding and market capacities. Data from Canada’s Core Public Infrastructure Survey shows that the average remaining useful life of waterworks infrastructure in Manitoba, Saskatchewan, Alberta, and British Columbia continues to decline – highlighting the urgent need to renew the critical systems communities rely on every day. But what can municipalities do to address these growing challenges while minimizing financial impacts on the public?
When applied strategically and proactively, lifecycle asset management provides a long-term, data-driven approach to thoughtful decision-making and optimized investment for both new and existing infrastructure – helping owners stretch limited capital dollars, prioritize critical needs, maintain service levels, and reduce lifecycle costs.
Join this session as industry experts share how lifecycle asset management and integrated capital planning can be used as practical tools to deliver water infrastructure projects more strategically, efficiently, and affordably. Attendees will gain insight into designing successful and cost-conscious procurement solutions, as well as how strategic project packaging and thoughtful selections of delivery frameworks can increase long-term value through improved cost certainty, reduced delivery risk, and long-term fiscal management.
Drawing from an active water project in Saskatoon, we will share actionable strategies and real-word guidance to help municipalities better align asset management, capital planning, and project delivery. In the end, attendees will learn how to successfully execute water infrastructure projects that meet the unique needs of communities, while supporting the long-term renewal of aging systems in today’s challenging funding environment.
Speakers
avatar for Carlin Windrim

Carlin Windrim

Senior Project Manager, Colliers Project Leaders
Carlin Windrim is a Senior Project Manager at Colliers Project Leaders with over a decade of experience delivering infrastructure, institutional, and municipal construction, technology, and business improvement projects. He brings strong expertise in quality, process, change, and... Read More →
Thursday September 17, 2026 10:00am - 10:30am MDT
Novara 1st Floor, Delta Hotel

10:00am MDT

Managing more than Water - Technical Challenges of Designing the City of Prince Albert’s Raw Water Pumphouse
Thursday September 17, 2026 10:00am - 10:30am MDT
Prince Albert’s Raw Water Pump House is situated on the south bank of the North Saskatchewan River and draws river water through an existing open‑orifice intake structure to supply the City’s water treatment, storage, and distribution systems. Designed in 2019 and substantially completed in 2022, the facility required the design of multiple process systems beyond conventional raw water pumping to support reliable year‑round operation. 


Because the intake lacks end‑of‑pipe screening, multiple resident fish species are drawn into the facility. To comply with the Department of Fisheries and Oceans fish‑protection requirements, the design team evaluated and integrated systems capable of low‑shear handling, separation, and safe return of live fish to the river. These evaluations included assessment of hydraulic conveyance velocities, physical barriers, behavioral barriers, bypass routing, fish‑handling equipment, and operational controls to avoid impingement and entrainment hazards.


The River also transports significant quantities of organic debris (branches, leaves, vegetation) along with suspended solids including sand, silt, and fine sediments. The facility therefore required both primary sedimentation capacity and an automated solids‑handling process that minimized operator intervention while providing an environmentally compliant means of solids removal and disposal. 


A major seasonal risk factor is frazil ice formation. During early winter, supercooled flow conditions in the North Saskatchewan River leads to the generation of frazil ice crystals, which can accumulate within the intake pipeline and form bridging blockages that restrict or entirely obstruct raw water flow. The design incorporated a frazil‑ice mitigation and management system capable of maintaining hydraulic capacity during high‑risk periods.


In 2023, the Raw Water Pump House was recognized by the Association of Consulting Engineering Companies – Saskatchewan for its innovative integration of fish‑protection systems and its robust design approach to managing frazil ice, high sediment loads, organic debris, and river flooding events.
Speakers
avatar for Lance Fradette

Lance Fradette

Project Engineer, AECOM Canada Ltd.
Lance is a project engineer with AECOM's Water business line out of the Saskatoon office. In his 14 years with AECOM he has worked primarily in process engineering of water & wastewater pump stations as well as the design of water transmission and sewage force mains. His engineering... Read More →
Thursday September 17, 2026 10:00am - 10:30am MDT
Campania A/B 2nf Floor, Delta Hotel

10:00am MDT

Feasibility and Limitations of Anammox Integration in Biological Treatment of Amine-rich Carbon Capture Wastewater
Thursday September 17, 2026 10:00am - 10:30am MDT
Carbon capture and storage (CCS) is a critical strategy for mitigating CO₂ emissions from carbon-intensive industries, with amine-based post-combustion capture (PCC) being the most widely applied technology. However, PCC generates amine-rich wastewater containing ammonia, amines, nitrosamines, and sulfate, posing significant environmental and health risks and requiring effective treatment before discharge. This study experimentally compared two biological treatment configurations for synthetic PCC wastewater: pre-denitrification–nitrification and pre-denitrification–anammox, to evaluate the feasibility of replacing conventional nitrification with anammox. The pre-denitrification–nitrification system was operated in sequencing batch reactors (SBRs) at a 2-day hydraulic retention time (HRT) under low organic loading (COD/N ≈ 3.5) without nutrient adjustment. Influent monoethanolamine (MEA) and diethanolamine (DEA) concentrations were gradually increased up to 3000 mg/L. The system achieved effective amine biodegradation in the anoxic stage and high ammonium and COD removal. However, the introduction of a diluted pilot-scale MEA-rich stream (~10,000 mg/L total amines) resulted in incomplete amine degradation, nitrite accumulation, and inhibition of nitrite-oxidizing bacteria. In parallel, mature anammox granules were stabilized for over 180 days, achieving 87.4% ammonium removal and a nitrogen removal rate of 187 mg N L⁻¹ d⁻¹. Although batch tests showed partial MEA and DEA degradation by heterotrophic denitrifiers, the integrated pre-denitrification–anammox system failed after coupling due to rapid loss of anammox activity under continuous exposure to residual COD and amines. Overall, the results indicate that pre-denitrification–anammox is unsuitable for amine-rich PCC wastewater without effective pretreatment, and alternative configurations such as partial denitrification–anammox or simultaneous nitritation, denitrification, and anammox (SNAD) are recommended.
Speakers
SH

Sepideh Hashemi Safaei

PhD candidate, University of Regina
My name is Sepideh, and I am a PhD candidate in Environmental Systems Engineering at the University of Regina under the supervision of Dr. Stephanie Young. My research focuses on the biological treatment of wastewater generated from carbon capture plants.
Thursday September 17, 2026 10:00am - 10:30am MDT
Lombardy 2nf Floor, Delta Hotel

10:00am MDT

Dewdney Avenue Corridor Rehabilitation
Thursday September 17, 2026 10:00am - 10:30am MDT
The multidisciplinary Dewdney Avenue Corridor Revitalization project provides a unique opportunity for the City of Regina to rehabilitate underground utilities and simultaneously support and encourage new development within the adjacent Yards Neighbourhood.
Dewdney Avenue is a critical part of Regina’s roadway network and serves as much more than just an arterial roadway connection for everyday commuter travel. There is an abundance of uses along its broader length, including such important community-centered assets as the Pasqua Hospital, RCMP Heritage Museum, Government House, Luther College, Evraz Place, older development (North Central), newer development (Westerra), and the Global Transportation Hub.
The rehabilitation of Dewdney Avenue will assist the City in achieving several key goals identified in the City Centre Core Framework (April 2021), including:


-  Investing in infrastructure to support City Centre Core Development, and
-  Connecting Land Areas within the City Centre Core.


The 600mm trunk water main along Dewdney Avenue was replaced due to its age and condition, along with the addition of two 450mm direct connections to service the Yard’s site. These sizes will satisfy the fire flow requirements for the development on site.
Wastewater was designed to be collected by 300mm collection sewers, that eventually tie into a 900mm domestic trunk main down the center of Dewdney Avenue. This main was upsized from the historical 375mm VCT main to better accommodate regional flows as well as future expansion in The Yards.
Stormwater management was reviewed to address ponding issues at the Broad Street underpass. While the City of Regina has decided to hold off on addressing this issue until concrete plans for The Yards become available, a 600mm storm main and 1500mm manhole were added for a future connection to a potential stormwater detention pond on The Yards.
Upgraded cross-sections facilitate streetscape features that improve the existing conditions along Dewdney Avenue and provide a more ‘complete streets’ feel for all users.  The completed cross-section for Dewdney Avenue includes two travel lanes in each direction (outside lane to be used for in-lane transit stops and for on-street parking during off peak hours), a raised median, a boulevard for transit infrastructure, streetlights and trees/plantings, wide sidewalks, and an activation zone. An interim multi-use pathway along the southside of Dewdney Avenue has also been constructed.
Speakers
avatar for Sean Bayer

Sean Bayer

Associate Principal & Municipal Department Head, KGS Group
Mr. Bayer is a Professional Engineer with 28 years of experience in both the private and public sectors. His specializations include conceptual design, preliminary and detailed design of site development services, water treatment, distribution and collection, wastewater management... Read More →
Thursday September 17, 2026 10:00am - 10:30am MDT
Umbria 2nf Floor, Delta Hotel

10:30am MDT

Break
Thursday September 17, 2026 10:30am - 11:00am MDT
Grab a coffee and solve a problem!
Thursday September 17, 2026 10:30am - 11:00am MDT
2nd Floor Prefunction Delta Hotel

11:00am MDT

Impacts of Regina's Proactive Water and Wastewater Linear Renewal Programs from 2015 to 2024
Thursday September 17, 2026 11:00am - 11:30am MDT
The City of Regina performs proactive assessment and renewal of the City's water, wastewater, and storm sewer linear networks.  From 2015 to 2024, 60 km of water and trunk mains were either rehabilitated by Cured In Place Plastic Pipe (CIPP) lining or replaced using pipe bursting, horizontal direction drilling (HDD), and traditional open cut methods.  During the same period, 475 km of sanitary mains and trunks were cleaned and inspected, and 125 km were rehabilitated by CIPP lining.  This presentation attempts to quantify the impact of these proactive programs by examining a variety of parameters including water demands and sewage flows, water losses, and system response during rainfall events. 
Speakers
KS

Kevin Syrnick

Manager, Water and Sewer Engineering, City of Regina
Kevin Syrnick was raised in Weyburn, Saskatchewan, and attended the University of Regina (U of R) graduating with a B.A.Sc. in Industrial System Engineering (ISE) in 1988.  Kevin has over thirty-five years of professional experience in both the private and public sectors and is... Read More →
Thursday September 17, 2026 11:00am - 11:30am MDT
Novara 1st Floor, Delta Hotel

11:00am MDT

Keeping the Flow: Business Continuity in Distribution & Collection
Thursday September 17, 2026 11:00am - 11:30am MDT
This presentation explores business continuity planning and emergency response from a Distribution and Collection perspective. It covers strategies for managing transmission line failures within Aquatera’s regional system, identifying single points of failure, and building redundancy into distribution and collection networks. The session will also highlight approaches for rapid water quality response during contamination events or system disruptions, and how preventative maintenance and operational planning support both reliability and emergency readiness.
Speakers
TM

Todd Mogridge

Distribution and Collections Manager, Aquatera Utilities
Todd Mogridge has 20+ years of experience in the water and wastewater industry and holds Level IV certification in both Water Distribution and Wastewater Collection. He is the Manager of Aquatera’s Regional Distribution and Collections team at Aquatera, where he leads operations... Read More →
SK

Shane Kutin

Technical Services Manager, Aquatera Utilities
Shane Kutin is the Technical Services Manager at Aquatera Utilities Inc., where he leads a multidisciplinary engineering team focused on supporting engineering designs, solving technical issues, driving innovation, and promoting operational excellence. He holds a Mechanical Engineering... Read More →
TW

Tamara Wuttunee-Campbell

Business Development Manager, Aquatera Utilities
Tamara Wuttunee-Campbell is the Business Development Manager at Aquatera Utilities, with experience spanning operations, customer billing, finance, environmental sustainability, and municipal water operations, serving over 100,000 end users. She is focused on practical, community-driven... Read More →
Thursday September 17, 2026 11:00am - 11:30am MDT
Umbria 2nf Floor, Delta Hotel

11:00am MDT

Membrane Technology in Action - UFRO vs. Hollow Fiber Nanofiltration Through Real World Application
Thursday September 17, 2026 11:00am - 11:30am MDT
Description:
 
This presentation compares ultrafiltration/reverse osmosis (UF/RO) and hollow fiber nanofiltration (HFN) systems through a detailed case study using real-world performance data. Key factors such as recovery, water stability, chemical use, footprint, and capital and O&M costs are evaluated against modeled projections. Results highlight each technology’s strengths and limitations in meeting Canadian Drinking Water Guidelines while identifying potential savings in energy, chemical demand, and overall system costs. Attendees will gain practical insights into technology selection, process optimization, and design considerations for future water treatment applications.


Abstract:


Membrane treatment systems play a critical role in ensuring reliable, high-quality drinking water for communities. Selecting the appropriate technology requires careful evaluation of system performance, capital and O&M costs, and operational considerations. With both ultrafiltration/reverse osmosis (UF/RO) and hollow fiber nanofiltration (HFN) technologies available, understanding how each performs under comparable conditions is essential to optimizing plant design and operational performance. 


A detailed case study is provided comparing a full-scale UF/RO system with a hollow fiber nanofiltration installation treating similar water sources. The comparison evaluates key parameters including recovery rates, treated water stability, chemical consumption, operations and maintenance (O&M) costs, capital costs, and system footprint. 
Real performance data is analyzed and compared to modeled projections to evaluate how theoretical expectations align with field results. Findings illustrate the strengths and limitations of each approach in achieving treated water that meets Canadian Drinking Water Guidelines. The results demonstrate a potential of savings in energy and water efficiencies, chemical demand, plant footprint and capital and O&M costs between the two systems. 
This analysis provides operators and engineers with practical insights into technology selection, process optimization, and total cost-of-ownership considerations for future water treatment projects. Insights are provided through comparison of real-world applications of UF/RO and hollow fiber nanofiltration systems, identifying capital and operational considerations and applying field data and modeling to improve future systems design and technology selection. 
Speakers
KH

Kelsie Hubick

Technical Sales Engineer, Delco Water
Kelsie is a professional engineer with 6 years of experience in both the industrial and municipal drinking water sectors focusing on membrane and media filtration systems, cooling towers, boilers and wastewater treatment. Five of those years being with Delco Water, she has been involved... Read More →
Thursday September 17, 2026 11:00am - 11:30am MDT
Campania A/B 2nf Floor, Delta Hotel

11:00am MDT

MOBy Dick III - The Whale That Never Dies
Thursday September 17, 2026 11:00am - 11:30am MDT
The Saskatoon Wastewater Treatment Plant is piloting the Mobile Organic Biofilm (MOB) process as a strategy for process intensification within its biological nutrient removal system. Initial piloting demonstrated improved nitrification reliability and reduced secondary clarifier solids loading, leading to refinement of the operating strategy to better balance suspended and attached growth.
In the second year, the pilot focused on sustained low solids retention time (SRT) operation to intentionally shift ammonia oxidation capacity toward the biofilm fraction. By operating at lower mixed liquor suspended solids (MLSS) concentrations, the team aimed to strengthen biofilm development, reduce solids loading to the secondary clarifiers, and increase overall system resilience.
A key objective was to evaluate system behaviours during extended cold-weather conditions. Low-SRT operation reduced suspended nitrifier populations and increased reliance on attached growth on the mobile carriers. This operating strategy provided insight into how much nitrification capacity could be maintained within the biofilm fraction and how the system responded under varying seasonal and loading conditions.
Results from the second year highlight the operational opportunities and constraints associated with low-SRT operation, including the importance of managing dissolved oxygen, solids inventory, and carrier distribution to maintain consistent performance.
This presentation will share second-year performance results, lessons learned from winter and low-SRT operation, and key considerations for full-scale implementation of the MOB process as a long-term capacity and resilience strategy.
Speakers
MS

Mike Sadowski

Wastewater Treatment Plant Manager, City of Saskatoon
Mike Sadowski is the Manager of the City of Saskatoon Wastewater Treatment Plant. He has over 18 years of experience in wastewater treatment, with a background spanning plant operation, process engineering, and management. Mike is currently leading initiatives in process intensification... Read More →
MB

Michael Beal

Senior Process Engineer, City of Saskatoon
Michael Beal is the Senior Process Engineer of the City of Saskatoon Wastewater Treatment Plant. With over 10 years of experience, his career has focused on optimizing treatment performance, improving operational knowledge and strengthening long-term capacity planning. He is passionate... Read More →
Thursday September 17, 2026 11:00am - 11:30am MDT
Lombardy 2nf Floor, Delta Hotel

11:30am MDT

Moosomin Water Treatment Plant Upgrades
Thursday September 17, 2026 11:30am - 12:00pm MDT
The historical water treatment plant (WTP) at the Town of Moosomin produced finished water that was generally in compliance with Maximum Acceptable Concentration (MAC) parameters such as arsenic, iron, and manganese. However, the plant had no process to improve the aesthetics of the finished water which were elevated TDS and hardness. The existing graver style filters had also far exceeded their design life and required increasing operator attention to maintain compliant effluent qualities.
To achieve improvement to water aesthetics, KGS Group proposed the implementation of biological filtration followed by membrane filtration technology. The biological filtration system termed Mangazur offered by Veolia was piloted with very favorable results reducing manganese from 1.2 mg/L to less than 0.05 mg/L and filtration rates as high as 19.5 m/hr (8 gpm/ft2). Given the mature state of membrane technology, the membranes were not piloted.
Based on the success of the pilot, the decision was made to utilize Mangazur for full-scale implementation. Two 2.14 m diameter filter vessels were selected each with filtration areas of 3.57 m2 for a total of 7.14 m2. At a rate of 19.5 m/hr, the two filters could each produce treatment rates up to 70 m3/hr for a total pre-treatment rate of 140 m3/hr.
The membrane filtration system that followed the Mangazur consisted of two primary Reverse Osmosis (RO) skids that operated at 75% recovery and a third brine skid that treated the reject water from the two primary units operating at 50% recovery. The purpose of the brine skid was to increase overall recovery which was estimated at 88% for the complete membrane system. This 13% reduction in rejected wastewater took significant pressure off the existing sanitary infrastructure.
The primary skids were each sized to produce 39 m3/hr for a total of 78 m3/hr. The brine skid was sized to produce 13 m3/hr and the overall total membrane production was 90 m3/hr; total feed rate with both primary skids running was 103 m3/hr.
To produce a stable finished water, the design blended 25% of the Mangazur effluent with the membrane permeate. With both membrane skids running the blend rate was 22 m3/hr.
Although the raw water supply wells had been MPA tested confirming groundwater, the proximity to the lake presented the possibility that the supply wells could be declared GUDI in the future. Given this possibility additional measures were taken during the design to help accommodate a potential well designation change. This included the installation of UV disinfection and a cartridge filter rated for 3-log Crypto/Giardia on the blend line. Virus inactivation will still be provided through chlorination with CT provided by the treated water reservoir.
The historical WTP utilized chlorine gas for primary and secondary disinfection. Given the proposed treatment changes significantly reduce the total chlorine demand, the upgraded design moved to use sodium hypochlorite. The chlorine gas feed and associated equipment were abandoned.
The full scale WTP was commissioned in late 2025 and is currently producing high quality finished water for the community.
Speakers
DG

David Germin

Municipal Engineer, KGS Group
Mr. Germin completed a B.A.Sc. in Environmental Systems Engineering at the University of Regina in 2012. His fourth-year final project focused on the economic feasibility of regional water treatment plants within Saskatchewan. Since joining KGS Group, Mr. Germin has provided significant... Read More →
Thursday September 17, 2026 11:30am - 12:00pm MDT
Campania A/B 2nf Floor, Delta Hotel

11:30am MDT

Low DO, High Impact: Achieving Sustainable Nutrient Management with Integration of Mobile Media
Thursday September 17, 2026 11:30am - 12:00pm MDT
Water Resource Recovery Facilities (WRRFs) face increasing pressure to meet stringent nutrient limits, reduce energy consumption, minimize chemical usage, and accommodate growth within limited footprints. 
 
Low dissolved oxygen (DO~0.3-0.5 mg/L) operation is a promising method to reduce aeration energy and support sustainable biological nutrient removal (BNR) pathways, such as simultaneous nitrification-denitrification (SND).  SND is particularly advantageous for carbon-limited plants, as it can free carbon once used in nitrogen removal and divert it to enhanced biological phosphorus removal (EBPR), which significantly reduces reliance on coagulants (e.g., ferric or alum). Total nitrogen (TN) removal offers benefits such as reduced alkalinity demand (e.g., caustic) and lower biomass yield, especially when SND lowers the use of exogenous carbon.  
 
Biofilm technologies are well known to increase process capacity. Unlike conventional biofilm systems such as integrated fixed film activated sludge (IFAS), moving bed biofilm reactor (MBBR), or membrane aerated biofilm reactor (MABR), mobile media (MM) can be uniquely integrated with low dissolved oxygen (DO) aeration strategies due to their small size and low mixing energy requirements.  They also require minimal retrofitting, limited to rotary screening for media recovery. 
 
In addition to significant capacity improvements, process modeling indicates integration of MM to a low DO process significantly enhances SND, achieving 3-4 mg/L greater TN removal than suspended sludge alone.  With MM, dropping the DO from 2.0 mg/L to 0.5 mg/L resulted in a decrease in effluent phosphorus from 1.2 mg P/L to 0.1 mg P/L, attributed to decrease in nitrate return in the return activated sludge (RAS) stream.  
 
Further, the biofilm potentially buffers seasonal kinetic variability (i.e., degree of acclimation). Low DO operation presents challenges at cold temperatures (10-13˚C), as very long aerobic solids retention times (SRTs) are required for full nitrification. While microbial acclimation to low DO may overcome these limitations, adaptation is not guaranteed and can introduce treatment and operational challenges.  With a biofilm, nitrification activity by the biofilm increases when the suspended sludge performance worsens. 
 
Our study combines process modeling and pilot-scale system operation to evaluate the potential for intensification and the synergistic effects of MM and low DO operation on nutrient removal performance and stability. To test the modeling-informed hypotheses, pilot-scale research is being conducted at the Boulder WRRF (Colorado, USA) using a 400-gallon reactor system treating primary effluent. Currently, a comparative study of activated sludge and hybrid MM systems is being performed using sequencing batch reactors. Next, a plug flow configuration will be evaluated. This research will offer a compelling nutrient removal roadmap for WRRFs needing to meet nutrient limits while advancing towards sustainability goals.




Speakers
MK

Mostafa Khalil

Data Scientist, Stantec
Mostafa Khalil is an innovation engineer and data scientist at Stantec’s Water Office of Innovation and Technology. He works at the intersection of process engineering, mechanistic modeling, and machine learning to develop digital solutions for water and wastewater systems. His... Read More →
Thursday September 17, 2026 11:30am - 12:00pm MDT
Lombardy 2nf Floor, Delta Hotel

11:30am MDT

Wastewater Screen Technologies and Design Considerations
Thursday September 17, 2026 11:30am - 12:00pm MDT
Effective headworks screening is the foundation of reliable and cost-efficient wastewater treatment. Our presentation, Wastewater Screen Technologies and Design Considerations, provides a comprehensive and practical guide to selecting and designing screening systems that maximize protection of downstream processes, extend equipment life, and reduce long-term operating costs.
 
Drawing on data from the UK Water Industry Research’s internationally recognized National Screen Evaluation Facility, we will demonstrate how Screenings Capture Ratio (SCR) directly impacts plant performance and operational efficiency. Attendees will gain a clear understanding of the comparative effectiveness of screen types—including center flow, through flow, multi-rake, and step screens—and how SCR influences debris removal, maintenance demands, and sludge quality.
 
Beyond theory, the session emphasizes real-world application. We highlight design standards for screen velocities, explore velocity adjustment strategies, and share proven approaches to minimizing headloss and eliminating bypass. Attendees will see how advanced design features—such as stainless steel construction, non-submerged components, replaceable wear tracks, and fully enclosed housings—optimize safety, reliability, and odor control.
 
We will also address the full screening process by examining screenings handling systems, including washing, compacting, dewatering, and transport technologies, ensuring that participants leave with a complete understanding of both front-end screening and downstream solids management.
 
The presentation concludes with case examples across municipal and industrial applications—from membrane bioreactors (MBR) and combined sewer overflows (CSO) to septage receiving stations and industrial intakes—demonstrating the versatility of modern screen designs.
 
By blending technical rigor with practical insights, this session equips decision-makers, designers, and operators with the knowledge needed to select the right technology, ensure regulatory compliance, and deliver long-term operational savings.
Speakers
JA

Jeff Austin

Hydro-Dyne Engineering

Thursday September 17, 2026 11:30am - 12:00pm MDT
Novara 1st Floor, Delta Hotel

11:30am MDT

Building an Integrated Asset Registry for Regina’s Water, Wastewater, and Stormwater Networks
Thursday September 17, 2026 11:30am - 12:00pm MDT
For any modern municipality, the water utility is the backbone of community health and economic stability. Yet the management of these critical linear and vertical assets often suffers from a "visibility gap." In Regina, our research into the current state of Water, Wastewater, and Stormwater infrastructure identified a common set of strategic hurdles: fragmented data silos, "un-intelligent" asset identification, and a lack of a formal asset hierarchy to support sophisticated lifecycle planning. Without a unified "source of truth," utilities are forced into a reactive cycle— addressing failures as they happen rather than by strategy.
To bridge this gap, the Asset Management team at City has developed a comprehensive Asset Registry Project, creating a standardized Asset Integrity Foundation that harmonizes data across all three water branches. This isn't just a technical database; it is a business framework designed to deliver Clean Data and Clear Views for decision-makers at every level.
The framework follows a logical flow from raw data ingestion to high-level data intelligence:
  • Defining the Scope (Descriptions, Inclusions & Exclusions): Before categorization, we established Asset Descriptions. By clearly defining "Inclusions" and "Exclusions," we eliminated ambiguity regarding physical asset boundaries. This step ensures that every component—from a main line to a specific fitting—is recognized at the correct level, preventing overlap and ensuring technical consistency between linear networks and vertical facilities.
  • The Foundation (Identification & Hierarchy): We replaced legacy, siloed labels with a unified, intelligent identification system. By componentizing assets into a structured hierarchy, we ensure that every valve, pipe, and lift station is recognized as a distinct entity for maintenance and renewal planning.
  • The Intelligence (Static vs. Dynamic Attributes): Our model distinguishes between an asset’s "DNA"—its Static Attributes like Asset ID, Material, and Ownership—and its "Pulse"—the Dynamic Attributes. This allows us to track real-time operational health, including maintenance status, life-cycle costs (LCC), risk assessment parameters, and KPI-driven condition assessments.
  • The Payoff (Strategic Lifecycle Management): By creating a blueprint for refined data insertion into GIS and Financial systems, we have established a closed-loop data flow. This enables a proactive shift from complaint-driven repairs to planned, condition-based interventions that stabilize budgets and provide data-backed justification for capital funding.
While currently established as a strategic framework, this project serves as the critical blueprint for Regina’s future utility operations. By completing this essential 'pre-work'—standardizing hierarchies and attribute models now—the City is positioned for a seamless transition into a sophisticated Work Order Asset Management System (WCAS) or Asset Management System (AMS).
Attendees will learn how this foundational registry ensures that when implementation begins, the City’s digital systems will be powered by 'Clean Data' from day one. Ultimately, this framework provides the roadmap to transform Regina’s Water, Wastewater, and Stormwater networks into a transparent, managed portfolio, ensuring long-term financial stewardship and infrastructure resilience.
Speakers
avatar for Aditi Bajaj

Aditi Bajaj

Corporate Asset Management Consultant, City of Regina
An Asset Management professional with the City of Regina, specializing in the development of integrated technical frameworks for municipal infrastructure. My work focuses on bridging the 'visibility gap' between raw data and strategic lifecycle planning for Infrastructure Assets... Read More →
Thursday September 17, 2026 11:30am - 12:00pm MDT
Umbria 2nf Floor, Delta Hotel

12:30pm MDT

Lunch
Thursday September 17, 2026 12:30pm - 1:30pm MDT
Network and nourish, there's still an afternoon of sessions and a celebration to get to!
Sponsors
avatar for The City of Calgary

The City of Calgary

The City of Calgary
Thursday September 17, 2026 12:30pm - 1:30pm MDT
Trentino/Tuscany Delta Hotel

1:30pm MDT

Electromagnetic Condition Assessment of the 750 mm 4th Avenue Primary Water Main
Thursday September 17, 2026 1:30pm - 2:00pm MDT
The City of Saskatoon, with Hamm Construction Ltd. as the main contractor, completed a nondestructive condition assessment of the 750mm 4th Avenue Primary Watermain in September 2025. Pure Technologies, a Xylem brand, conducted a depressurized inspection using the tethered electromagnetic platform to evaluate the condition of prestressing wires in prestressed concrete cylinder pipe (PCCP). A total of 672 metres of pipe, 101 individual pipe sections were inspected, and electromagnetic data was analyzed to identify anomalies associated with broken wire wraps. In the absence of as-built records or manufacturer specifications, calibration relied on mathematical modelling informed by historical data and industry expertise. 
 
The project highlights the value of advanced roboticsenabled condition assessment technologies in providing municipalities with actionable data, improving riskbased decisionmaking, and supporting system reliability for aging PCCP transmission mains.
Speakers
avatar for Javed Mukri

Javed Mukri

Business Development Manager, Pure Technologies Ltd
Electromagnetic Condition Assessment of the 750‑mm 4th Avenue Primary Water Main
Thursday September 17, 2026 1:30pm - 2:00pm MDT
Umbria 2nf Floor, Delta Hotel

1:30pm MDT

Deciding to Deliver: How We Defined the Saskatoon Waterworks Program
Thursday September 17, 2026 1:30pm - 2:00pm MDT
The Saskatoon Waterworks Program is a group of Saskatoon Water capital projects including several upgrades at the existing Avenue H Water Treatment Plant (WTP) and the addition of a second Water Treatment Plant.  The challenge for the Waterworks Program is taking the conceptual level master planning work, existing capital plans, and the decision to build a second WTP, to develop an actionable 500 million dollar capital program that is expected to span over a decade. Starting in 2023 the team worked through their Program Definition phase; a more detailed set of plans to determine and document the program’s governance, scope, funding, sequencing, delivery model, and overall philosophy.    
One of the pillars of the Program was the use of decision science methods to make decisions in a systematic way.  Several different methods were used in order for the tool to fit the decision and not the other way around.  Decision Quality (DQ) is a framework which ties together not just decision tools but also an overall philosophy of what makes a good decision and how to integrate uncertainty and risk into making long term decisions.  DQ was developed out of Ron Howard’s research at Stanford University and has been the benchmark for making good decisions since the 1960s.   Companies such as Eli Lilly and Exxon Mobil have integrated DQ into their standard business practices.   Saskatoon Water has utilized DQ for several years including for the decision to build a second WTP.  Tools such as Choosing by Advantages, monetary equivalents, multi-criteria analysis, and decision tree analysis were used to examine project delivery methodology, process improvements, technology selection, site planning, and forecasting scenarios.  Each of these decisions were unique and required the correct tool for the situation.  
An important early component of the Program Definition phase was the identification of key decisions that needed to be made and the order in which they needed to be made.  After finalizing major decisions, the Program Definition Phase progressed to producing Design Intent Documents; a combination of design philosophy, conceptual level design, and project requirement documents for the future projects.  These documents gave a technical foundation for moving to the execution phase of the Program.  Collaborative delivery was identified as being important to Saskatoon Water to get the best project outcomes possible from the Waterworks Program.   Construction Management at Risk (CMAR) was chosen as the delivery model because it was found to fit best with the expectations of the City of Saskatoon.  The Program has progressed to the design phase for the first set of projects with construction anticipated to begin in 2027.
The presentation will explore the journey of the Waterworks Program from choosing a direction to creating a coherent vision of what the Program hopes to accomplish over a ten year period.  There will be a focus specifically on lessons learned related to applying decision science, governance items, and organizational change management as it relates to selecting and implementing a new project delivery framework.
Speakers
RS

Rob St. Pierre

Sr. Process Engineer, City of Saskatoon
Rob St. Pierre is the Sr. Process Engineer for the City of Saskatoon’s Water Treatment Plant and member of the Waterworks Program Team. He has 17 years experience in Water Treatment and has held a variety of roles including engineering roles, commissioning of capital projects, project... Read More →
Thursday September 17, 2026 1:30pm - 2:00pm MDT
Campania A/B 2nf Floor, Delta Hotel

1:30pm MDT

Reservoir and Pump Station Operation in Complex Distribution Networks
Thursday September 17, 2026 1:30pm - 2:00pm MDT
Coagtech has been working with utilities in Western Canada to assess optimization of reservoir and pump station operation. For pressure zones where water is provided from a single pump station, optimization to meet system demands is relatively straightforward. However, for complex distribution networks where multiple pump stations provide water to a complex network with reservoirs, pressure reducing stations, and other pump stations the complexity increases significantly. Optimization of operation of these systems can reduce non-revenue water loss, reduce wear on pump station assets, reduce electricity usage, and improve reservoir cycling and water quality.


This presentation will discuss key considerations for optimizing reservoir and pump station operation in complex distribution networks and how machine learning is being used to support decision making at one utility. Specific challenges related to data analysis, hydraulic interactions of the distribution system, and overall system optimization will be shared. A hybrid machine learning methodology for modelling complex distribution systems will be discussed. Technology implementation approach to support operations in real time, challenges and benefits of technology adoption, and the central role of the operator will be highlighted.
Speakers
avatar for Tyler Bennett

Tyler Bennett

President, Coagtech Ltd.
Tyler Bennett is a water and wastewater engineer with experience in design, construction, operation, and optimization of complex water and wastewater treatment and conveyance systems. Tyler’s career has included both consulting and working for a municipality at a level IV water... Read More →
Thursday September 17, 2026 1:30pm - 2:00pm MDT
Novara 1st Floor, Delta Hotel

1:30pm MDT

Sludge Densification with Sidestream Enhanced Biological Phosphorus (S2EBPR) Removal at Ashbridges Bay Wastewater Treatment Plant (WWTP)
Thursday September 17, 2026 1:30pm - 2:00pm MDT
Ashbridges Bay WWTP in Toronto is anticipated to reach an average daily flow of 818 megalitres per day (ML/d) in 2054. Due to space limitation for future expansion, intensification of existing secondary treatment is required. 
Different technologies were explored to intensify the existing trains, including S2EBPR. S2EBPR would intensify secondary treatment through promoting enhanced biological phosphorus removal (EBPR); the process increases readily biodegradable substrate to enhance floc-forming microorganisms such as phosphate accumulating organisms (PAOs). The facility typically achieves phosphorus removal through chemical precipitation in grit and primary treatment with dosing ferrous chloride.
The City of Toronto along with Jacobs has piloted S2EBPR in an existing secondary treatment train. One of the existing eleven activated sludge aeration tanks is modified to evaluate the potential for secondary treatment intensification by S2EBPR to increase the process capacity. 
Multiple modifications were completed on Aeration Tank 2 (AT2) to achieve required operational conditions for S2EBPR: 
  • Converting upstream passes of the AT2 to fermentation cells
  • Extending return activated sludge (RAS) distribution system from the main RAS header to distribute RAS flow between the fermentation and anaerobic cell appropriately 
  • Converting underflow to overflow baffles between the fermentation and anaerobic cells to retain sludge in the fermentation cells and direct supernatant flow from fermentation to the next cells 
  • Installing mixers and oxidation-reduction potential (ORP) probe in the fermentation cells to enhance and monitor fermentation
An intense sampling program was conducted from February to September 2025 to evaluate the process performance. Three testing periods were performed with intense substrate/nutrients profile and settling testing to evaluate the impact of S2EBR implementation on process performance and capacity. Flow to AT2 was increase from approximately 10% of total plant influent in Phase 1 to approximately 16% of total plant influent in Phase 3.
The trial results show that fermentation and EBPR began developing about one month into Period 1. S2EBPR performance improved in Period 2 due to higher solids retention in the fermentation cells from increased RAS flow; this produced higher rbCOD concentrations and greater phosphorus release, indicating stronger PAO activity. Effluent orthophosphate remained below 0.5 mgP/L in Periods 1 and 2, supported in part by ferrous dosing. In Period 3, phosphorus release increased further, suggesting enhanced PAO activity after ferrous dosing to AT2 stopped. Although effluent phosphorus rose slightly, it generally remained below 0.5 mgP/L.
A key objective of the trial was to assess process intensification potential. Settling tests showed clear shifts in sludge characteristics, including formation of dense sludge (>3 m/h) and partial granulation (>9 m/h). Granule fractions peaked at 35% in July when SVI was 82 mL/g, then declined in August due to increased flow and no ferrous dosing. S2EBPR significantly reduced AT2 SVI (80–105 mL/g) compared to a control train (AT6), where SVI ranged from 110–180 mL/g at similar or higher flows. Ferrous dosing strongly improved AT6 settleability but had a weaker effect on AT2.
Overall, the trial demonstrated that S2EBPR promotes dense sludge formation, increases secondary treatment capacity, and reduces reliance on costly ferrous chemicals. With appropriate bioreactor design and operational adjustments, process intensification can be achieved with S2EBPR.
Speakers
avatar for Roya Pishgar

Roya Pishgar

Process Engineer, Jacobs
Roya is a process engineer with Jacobs, focusing on wastewater treatment and biosolids management solutions. She has 10+ years of experience in consulting and academia and has worked on wastewater and biosolids projects for municipal clients. Roya is interested in biological wastewater... Read More →
Thursday September 17, 2026 1:30pm - 2:00pm MDT
Lombardy 2nf Floor, Delta Hotel

1:30pm MDT

WCW Editorial Committee Meeting
Thursday September 17, 2026 1:30pm - 3:00pm MDT
Current and interested WCW Editorial Committee volunteers are welcome to attend this meeting.
Thursday September 17, 2026 1:30pm - 3:00pm MDT
Piero Delta Hotel

2:00pm MDT

Asset Management strategies of Iron Watermains for the long term :
Thursday September 17, 2026 2:00pm - 2:30pm MDT
Every year, thousands of miles of waterlines are installed in North America through new projects and replacement of aging infrastructure. Decisions on prioritizing pipeline replacement projects are based on the age of the water network and its performance. In addition, decisions on which materials to use for replacing aging infrastructure are based on relative performance and cost.
Since the initial cost does not represent the true value of the water pipeline, asset managers give preference to strength, durability, and life cycle cost of their water and wastewater pipelines.
DIPRA’s extensive research in corrosion protection led to a comprehensive risk-based model, which identifies several asset management strategies presently in use in North America, dealing with the potential for external and internal corrosion of buried Ductile iron pipelines.
In this Presentation, we will discuss the significant benefits that could be derived by utility owners if they consider to design, operate and maintain their infrastructure using these strategies, ultimately resulting in fewer unplanned repairs, and in the long term, a lower total cost of operation.
Speakers
avatar for Sam Ghosn

Sam Ghosn

Regional Director, Canada, DIPRA
Asset Management strategies of Iron Watermains for the long term : Every year, thousands of miles of waterlines are installed in North America through new projects and replacement of aging infrastructure. Decisions on prioritizing pipeline replacement projects are based on the age of the water network and its performance. In addition, decisions o... Read More →
Thursday September 17, 2026 2:00pm - 2:30pm MDT
Umbria 2nf Floor, Delta Hotel

2:00pm MDT

Delivering Resilient Water and Wastewater Infrastructure for the Stoney Nakoda First Nation in Cold Climate Mountain Regions: Engineering Through Winter Construction Constraints
Thursday September 17, 2026 2:00pm - 2:30pm MDT
The Stoney Nakoda Nations is undergoing population and development growth associated with expanded resort operations, increased staff-accommodation demand, and new residential areas. This growth has created additional loading on the existing water and wastewater treatment systems, necessitating upgrades to increase treatment capacity and improve system resilience. This abstract summarizes the engineering assessment, design approach, Indigenous partnership, and construction methods used to advance the Water Treatment Plant (WTP) and Wastewater Treatment Plant (WWTP), with particular emphasis on cold-weather construction challenges, mitigation strategies, and adaptive planning required to meet revised design horizons under extreme winter conditions.
A detailed evaluation by MPE, a division of Englobe, confirmed that both facilities were operating at or near their original design capacities. This finding initiated a multidisciplinary upgrade program. Initial tender pricing exceeded the pre-tender estimate by approximately 70%; however, a structured value-engineering process, combined with design optimization and early contractor involvement by Everest Construction Ltd., enabled the project team to align scope and budget without reducing required performance criteria.
Construction commenced in late fall 2025 and was executed under challenging winter conditions that required specialized mitigation measures. Glycol heating lines and insulated tarps were installed and continuously maintained to thaw frozen ground and enable earthworks and concrete placement. Despite these controls, moisture intrusion beneath tarps and thaw systems occurred, resulting in excessive moisture content within fill materials and subsequent failure to meet compaction requirements in affected areas. Unsuitable material was therefore removed and replaced to achieve design specifications. Additional challenges included temporary delays caused by a thaw unit tripping offline and intermittent suspension of construction activities during periods of extreme weather. High wind events posed safety risks and resulted in a tree falling within the active construction zone, requiring immediate site control measures. Collectively, these conditions highlighted the importance of robust cold-weather construction planning, real-time field adaptability, and proactive risk management to maintain quality, safety, and project continuity. The project demonstrates how treatment-facility upgrades can be implemented under winter constraints while maintaining quality control and operational continuity.
Operational continuity was a key driver throughout design and construction, as both facilities were required to remain online during the majority of the upgrade works. Temporary bypass systems, phased commissioning, and enhanced monitoring were incorporated to minimize service disruptions and protect treated water and effluent quality during construction activities. These measures reduced risk to the community while allowing upgrades to be implemented efficiently.
Beyond its technical achievements, the project provides meaningful socioeconomic benefits to the Stoney Nakoda Nations. Construction activities prioritized employment of local Nation members and engagement of Indigenous businesses, contributing to skills development, economic participation, and community self-reliance. The upgraded infrastructure directly supports future residential and economic development while safeguarding public health and environmental stewardship in a challenging mountainous setting. Collectively, the project illustrates how value engineering, winter-condition construction, and Indigenous partnership can converge to deliver resilient and sustainable water infrastructure.
 
Speakers
DD

Dr. Debjani Mukherjee

Project Engineer, MPE a Division of Englobe
Dr. Debjani Mukherjee, P.Eng., is a Process Engineer at MPE, a division of Englobe, who specializes in the design, construction, and commissioning of critical water infrastructure. With a PhD from the University of Windsor, her expertise spans the end-to-end lifecycle of critical... Read More →
Thursday September 17, 2026 2:00pm - 2:30pm MDT
Campania A/B 2nf Floor, Delta Hotel

2:00pm MDT

SCADA Master Planning – It’s for Everyone
Thursday September 17, 2026 2:00pm - 2:30pm MDT
Everyone understands the importance of water and wastewater service master planning. Few understand the importance of undertaking a similar exercise for their SCADA system. After all, it’s just that black box in the corner, right? Why would you want to spend the time, effort and money putting together a master plan for something that costs so little? The answer to that question lies in the cost of failure, the risk to your business and the potential impacts to others including the public.
 
Your SCADA system is the single asset that provides you with the ability to remotely monitor and control all your water and wastewater assets. So why is the perceived value of SCADA systems so low? Why aren’t they given the attention that other assets are? Imagine if your SCADA system failed and it took a week to restore. Could you operate your facilities locally for that long? Would you be able to record regulatory data at the required frequency for that long? What would it cost? When you perform inventory and condition assessments of your assets, are the instruments, PLCs and network equipment overlooked? A SCADA master plan will not only shed light on the true value of your SCADA system, but begin to help plan for its continued improvement over time. 
 
Like anything else, SCADA master plans can come in all shapes and sizes. There is no pre-defined scope or scale for a SCADA master plan. It can be whatever you want it to be. Whatever fits the size and complexity of your organization. Or even whatever you have budget for right now. The key is not to treat your SCADA system with the ‘if it ain’t broke, don’t fix it’ mentality. It’s worth more than that and should be treated with more attention and care.
Speakers
avatar for Dawn Kuechle

Dawn Kuechle

Team Leader - System Integration / Operational & Digital Technologies, CIMA+
I have over 20 years of experience in SCADA system design and systems integration, with a strong background as both a developer and an educator. I specialize in building SCADA solutions with a focus on reliable communication between remote devices and the SCADA host, and I bring hands-on... Read More →
Thursday September 17, 2026 2:00pm - 2:30pm MDT
Novara 1st Floor, Delta Hotel

2:00pm MDT

Thermodynamic Analysis of a Venturi Injector for Oxygenation of Wastewater
Thursday September 17, 2026 2:00pm - 2:30pm MDT
Conventional municipal wastewater aeration relies heavily on the activated sludge method, in which blowers or compressors force air through small bubble diffusers at the bottoms of aeration basins. These bubbles slowly rise to the surface, transferring oxygen in the process, and allow microorganisms to digest the carbonaceous matter in the waste stream.  Recently, a new technology is being developed, termed a Confined Tube Aerator (CTA). Here, a pump draws water from a basin and forces it through a Venturi aspirator, where air may be naturally entrained. This multiphase mixture then travels to a coiled tube where oxygen may be transferred without stratification. The proposed technology has strong potential for cold‑climate operation, smaller physical footprint, and reduced operational requirements, making treatment feasible where conventional, lagoon-based systems are impractical.
The efficiency of a CTA system is highly dependent on the losses in the Venturi aspirator itself. Typically, assessment of Venturi aeration efficiency relies on testing, where Dissolved Oxygen (DO) content and pump power draw are used to evaluate standard metrics such as Standard Oxygen Transfer Rate (SOTR) and Standard Aeration Efficiency (SAE). However, these tests are time consuming and costly, and a new metric is proposed herein to use thermodynamic principles to gauge relative improvements in Venturi injector performance. This metric, called the Venturi Efficacy (VE), relies on motive water flow rate, inlet and outlet Venturi pressure, and ingested air flow rates, along with statistical measurements of bubble sizes to provide a relative measurement of the ratio of interfacial surface area flux to entropy generation within the Venturi injector.
The goal of this study is to compare calculated Venturi Efficacy measurement with SAE measurements using aeration tests. To perform each test, sodium sulfite is used to scrub a large 1000L tank of water of oxygen. Then, aeration is performed to saturated levels using a CTA assembly, with varying pump speeds and outlet valve position, the latter drastically affecting back pressure and hence, air injection. SOTR and SAE measurements were obtained for each test and compared in a relative manner to VE calculations.
Preliminary results show that system parameters including bubble size, air and water flow rates, and thermodynamic analysis of entropy generation can be used to assess a Venturi injector performance, relative to a baseline. This approach has the potential to decrease CTA system testing costs as compared to traditional aeration testing.
Speakers
ES

Erin Shapiro

Undergraduate Research Assistant, Carleton University
I am an undergraduate research assistant at Carleton University. I am currently in my 4th year of my bachelor's of engineering, conducting research to improve waste water treatment
Thursday September 17, 2026 2:00pm - 2:30pm MDT
Lombardy 2nf Floor, Delta Hotel

2:30pm MDT

Multiparameter Coagulation Optimization – Lessons from the Field
Thursday September 17, 2026 2:30pm - 3:00pm MDT
Coagulation chemistry is a complex process impacted by several variables and is regarded as “the single most important factor affecting treatment plant performance” (AWWA M37, 2011). Changes in source water characteristics due to seasonality, runoff, and other conditions require appropriate adjustments to coagulant and polymer doses to maintain efficient treatment. Adjustment can be challenging, as the full impacts of coagulant dosing decisions are not seen for hours, and in some cases, days, and may be impacted by combinations of several parameters. Predictive models can help operational staff optimize coagulant and polymer dosing decisions during both rapidly changing and stable raw water conditions.


Coagtech has been working with several large drinking water treatment plants with varying source waters, coagulants, clarification technologies, and levels of instrumentation to assess and deploy machine learning for coagulation optimization. Assessments have been completed at water treatment plant serving a combined population of >4M people.


This presentation will provide an overview of coagulation, machine learning, and the key considerations for water treatment coagulation optimization. Specific challenges related to data gathering, data analysis, and modelling will be highlighted. Technology implementation approach, including the central role of the operator, and challenges and benefits of the technology adoption will be shared.
Speakers
avatar for Tyler Bennett

Tyler Bennett

President, Coagtech Ltd.
Tyler Bennett is a water and wastewater engineer with experience in design, construction, operation, and optimization of complex water and wastewater treatment and conveyance systems. Tyler’s career has included both consulting and working for a municipality at a level IV water... Read More →
Thursday September 17, 2026 2:30pm - 3:00pm MDT
Novara 1st Floor, Delta Hotel

2:30pm MDT

Owner's Perspective of Progressive Design Build of the Buffalo Pound Water Treatment Plant Renewal Project
Thursday September 17, 2026 2:30pm - 3:00pm MDT
This paper will present the vision of the Buffalo Pound Water Treatment Corporation in providing sustainable, high quality potable water, and the steps taken for the renewal of the Buffalo Pound Water Treatment Plant. Owners seeking cost certainty, schedule acceleration, and risk mitigation are looking at alternative delivery methods for critical infrastructure.  The Buffalo Pound Water Treatment Corporation explored various alternative delivery methods and found that for the Buffalo Pound Water Treatment Plant Renewal Project, progressive design build was the method of choice in delivering their vision.  The Renewal Project was one of the first to utilize progressive design build in the water sector. The Corporation will share their experiences and lessons learned so that others water utilities may benefit should they elect to proceed with alternative delivery methods. 


The paper will walk through:


1. the various procurement models that were evaluated and the one that was selected (progressive design build), 
2. the complexity of brownfield construction within an active water treatment plant,
3. the collaborative approach during the engineering phase, and,
4. the challenges encountered by the Corporation during the construction phase.


Speakers
BW

Barry Williamson

Senior Project Manager, Jacobs
Buffalo Pound Water Treatment Plant Renewal Project - Progressive Design Build
Thursday September 17, 2026 2:30pm - 3:00pm MDT
Campania A/B 2nf Floor, Delta Hotel

2:30pm MDT

How Auto Samplers are Becoming a Fit & Forget Technology
Thursday September 17, 2026 2:30pm - 3:00pm MDT
Auto samplers are used within wastewater treatment plants at multiple locations as well as within the sewer network. Auto samplers also form a key part of composite sampling for lab analysis.
 
This presentation will cover what auto samplers are and how they work. Different auto sampler pump technologies will be discussed, and the benefits of the different pump implementations will be explored e.g., reduced maintenance activity requirements. 
 
The cooling system is an integral part of auto samplers to allow for the sample to be representative of what is in the stream by the time it reaches the lab. This presentation will discuss concerns associated with Sulfuric acid formation and how this affects the cooling and the evaporator and condenser coils within the cooling chamber. Technology improvements will be discussed which covers how coil failures are being mitigated which allow for longer auto sampler cooling module life cycle.
 
Typical usage locations for auto samplers will be reviewed and then the installation recommendations will be reviewed as this is the number one issue with auto samplers. The typical sampling method for each installation location will also be discussed.
 
Different sampling methods / programs will be reviewed and discussed for attendees to understand different methods rather than just looking at composite samples.
Speakers
JI

Jadler Industries Ltd.

Application Specialist | Outside Sales, Jadler Industries Ltd.

Thursday September 17, 2026 2:30pm - 3:00pm MDT
Verdi 1st Floor, Delta Hotel

2:30pm MDT

Combined hydraulic and treatment kinetics model for designing constructed wetlands that use dosed vertical flow biofilters
Thursday September 17, 2026 2:30pm - 3:00pm MDT
The introduction of dosed vertical flow biofilters, DVFBs, a form of submerged constructed wetland for municipal wastewater treatment, have proven successful in cold climate regions of northern Europe, principally in Austria, Germany, Denmark and Poland.   This technology should not be confused with the very successful French system for use in temperate climates.  The primary differences between cold climates and temperate climates are the survival of plants during the winter in temperate climates and the dormancy of plants during the winter in cold climates; and, the fact that surface water will freeze.  Only submerged constructed wetlands are used in cold climates to avoid complexities associated with freezing.  The Canadian environment is a cold climate.  Initial attempts in using DVFB technology in Canada for treatment of municipal wastewater, while still in the development stage, are promising.
 
Computer modelling (simulation) of the combined hydraulics and treatment processes inherent to the DVFB technology have had limited success.   The flow through the filter bed of a DVFB is a complex mixture of saturated and unsaturated flow that can be successfully modelled despite its complexity.  But, while the treatment processes are generally known, their kinetics have not been accurately identified and models which attempt to combine the simulation of hydraulics with the treatment processes have not been able to reliably reproduce observations of flow or quality of treatment.  Consequently, most design activity relies on the growing body of information from those installations which are performing satisfactorily.
 
The combined hydraulic and treatment kinetics (CHTK) model described uses a combination of the accurate identification of the treatment processes and associated kinetics, an understanding of the hydraulics of the dosing process together with the experience and knowledge gained from successful DVFB facilities in Europe that are enshrined in the form of national guidelines and standards.  Procedures to implement the CHTK model have been developed.
 
The potential for successfully using DVFB technology throughout Canada, a cold climate, is greatly increased with the use of the CHTK model.
Speakers
avatar for David Manz

David Manz

President, Manz Engineering Lt.
Currently, David Manz is President of Manz Engineering Ltd. which consults on water treatment and constructed wetland technology and manufactures and sells backwashable, intermittently operated slow sand filter technology for use in communities throughout Western Canada. He is the... Read More →
Thursday September 17, 2026 2:30pm - 3:00pm MDT
Lombardy 2nf Floor, Delta Hotel

2:30pm MDT

Upgrading Lagoon Based Treatment Systems to Meet More Stringent Limits for BOD, TSS and Nutrient Removal
Thursday September 17, 2026 2:30pm - 3:00pm MDT
Lagoon facilities in Canada are facing more stringent effluent requirements for BOD, TSS, and nutrient removal. This presentation will demonstrate an updated approach for lagoon-based wastewater treatment and will provide a comparison of past lagoon design standards to current ones and introduce advanced lagoon technologies that can be implemented for nutrient removal strategies. In-depth case studies will be included to showcase how lagoons in cold climates are being successfully updated to effectively meet current and future effluent requirements.
Attendees will:
  • Learn how lagoon technology has evolved to meet changing effluent standards for BOD, TSS and Nutrient removal.
  • Gain insight into the value of process modelling for designing efficient and effective lagoon- based treatment systems for Canada’s effluent requirements. 
Understand how traditional lagoon systems were designed and their typical treatment performance. 
Speakers
avatar for Tom Birkeland

Tom Birkeland

Director of Project Development, Lemna Environmental Technologies
Tom Birkeland is the Director of Project Development for Lemna Environmental Technologies (LET). He previously held project management positions with North American Wetland Engineering, Jacques Whitford, Stantec and Natural System Utilities, where he was responsible for over 25 sustainable... Read More →
Thursday September 17, 2026 2:30pm - 3:00pm MDT
Umbria 2nf Floor, Delta Hotel

3:00pm MDT

Break
Thursday September 17, 2026 3:00pm - 3:30pm MDT
What did you love about the last session you attended? Share it with a new friend.
Thursday September 17, 2026 3:00pm - 3:30pm MDT
2nd Floor Prefunction Delta Hotel

3:00pm MDT

WCW Joint Operators Committee Meeting
Thursday September 17, 2026 3:00pm - 4:30pm MDT
AWWOA, SWWA,MWWA and NTWWA will be represented at this meeting. Members interested in operator related industry issues are welcome to attend. 
Thursday September 17, 2026 3:00pm - 4:30pm MDT
Piero Delta Hotel

3:30pm MDT

Hydraulic Modelling in a Low-Pressure Distribution Network and How Innovation is Increasing Accuracy
Thursday September 17, 2026 3:30pm - 4:00pm MDT
Rural water networks present a unique modelling challenge: long transmission distances, low system pressures, variable usage patterns, and the use of private cisterns create demand behaviors that differ significantly from conventional municipal systems. Traditional hydraulic modelling approaches—built around predictable diurnal curves and instantaneous customer demand—often fail to capture the intermittent, batch‑draw patterns of cistern‑supplied users. As a result, model results, pressure prediction, and operational capacity can be unreliable.
 
This presentation explores the development and refinement of a hydraulic model for a low‑pressure rural distribution system owned by Intervalley Water Inc. and supplied by the Saskatoon Water Treatment Plant and SaskWater. The system, operating with pressures as low as 20 psi, relies on customer storage rather than direct supply, creating hydraulically stable but operationally complex conditions. Model results are further skewed by several high-demand livestock agriculture operations. Through a series of targeted innovations— including pressure logging campaigns (both short and long term), improved zone-specific peaking factors based on actual water use, and handheld GPS surveyed coordinates to support GIS records— the model’s accuracy has improved enough to avoid lengthy approval processes for the addition of new users.
 
Attendees will learn how these innovative modelling strategies help better capture real‑world behavior in low‑pressure networks, leading to more reliable system optimization, capital planning, and operational decision‑making. The session will provide practical guidance, lessons learned, and a replicable workflow for water professionals working with unconventional or rural distribution systems.
Speakers
KP

Karisa Purvis

Project Engineer, Associated Engineering
Project Engineer with Associated Engineering full time since 2013. I have filled numerous roles in that time including survey, contract administration, detailed design and project management. I currently work on a variety of water resource and water distribution projects with a focus... Read More →
Thursday September 17, 2026 3:30pm - 4:00pm MDT
Umbria 2nf Floor, Delta Hotel

3:30pm MDT

Drinking Water Management in Saskatchewan
Thursday September 17, 2026 3:30pm - 4:00pm MDT
Safe drinking water is essential for the protection of public health and disease prevention and therefore is necessary for the health and well-being of Saskatchewan’s citizens. Drinking water management in Saskatchewan is legislated under The Environmental Management and Protection Act, 2010, The Waterworks and Sewage Works Regulations, The Public Health Act, 1994 and The Health Hazard Regulations. Water Security Agency (WSA) in Saskatchewan has the legislative authority to regulate water and wastewater treatment systems and enforce standards with respect to drinking water and wastewater quality in the province. WSA regulates municipal waterworks, private waterworks with greater than 18 m3 per day design flow, water pipelines connected to municipal waterworks, and water pipelines with 15 or more service connections. In addition, water sampling requirements for limited-scope water pipelines, as defined in The Health Hazard Regulations, are regulated by WSA. Saskatchewan Health Authority (SHA) regulates non-municipal public water systems and private semi-public water systems. Private non-public water systems used for domestic purposes (e.g., private household systems) are not regulated. This paper outlines the regulatory framework, water management activities including developing drinking water quality standards, source water protection measures, treatment, public perception and trust, monitoring and compliance undertaken by the WSA to implement the Safe Drinking Water Strategy in the province
Speakers
AT

Arasu Thirunavukkarasu

Manager, Water Security Agency, Government of Saskatchewan
Presenting paper
Thursday September 17, 2026 3:30pm - 4:00pm MDT
Campania A/B 2nf Floor, Delta Hotel

3:30pm MDT

Embracing Technology - Using Digital Tools in the Office and the Field as a Friend, Not Foe
Thursday September 17, 2026 3:30pm - 4:00pm MDT
As digital tools rapidly expand across the construction and asset assessment industries, practitioners are challenged to determine which technologies genuinely enhance workflows without adding complexity. This presentation highlights practical, high-value solutions that are already transforming how project teams capture information, make rehabilitation decisions, and reduce time in the field.
 
For site assessments, we demonstrate how Sphere XG (formerly HoloBuilder) provides remote, full context access to jobsites through consolidated 360° visual documentation. By integrating images from multiple scanning devices into a single platform, Sphere XG streamlines photo management, improves project transparency, and significantly reduces the number of required site visits. Examples from the City of Winnipeg’s NEWPCC Program will illustrate how this approach enhances information retention from site walks, supports future tie in planning, and accelerates decision making.


In parallel, artificial intelligence is reshaping gravity sewer condition assessment by drastically reducing the effort required for CCTV review. This presentation will show how AI can be embedded into existing workflows, how high quality data drives defensible rehabilitation recommendations, and how digital tools improve the accuracy and consistency of defect identification. Attendees will see real world examples of AI-assisted processes that save time, reduce costs, and support more reliable rehabilitation planning.


Together, these technologies demonstrate how embracing digital tools—rather than fearing them—can elevate project efficiency, improve documentation quality, and unlock better outcomes for both field and office teams. 
Speakers
avatar for Shane Cooper

Shane Cooper

Municipal Technical Lead, Winnipeg, AECOM Canada ULC
Based out of Winnipeg, MB, Shane is a Municipal CET with 25 years of experience in sewer condition assessment and underground linear infrastructure design. He is the global customer satisfaction lead for PipeInsights, AECOM's proprietary digital tool platform for sewer condition assessment... Read More →
Thursday September 17, 2026 3:30pm - 4:00pm MDT
Novara 1st Floor, Delta Hotel

3:30pm MDT

Delivering Sustainable Wastewater Solutions: The Lumsden WWTP Upgrade Story
Thursday September 17, 2026 3:30pm - 4:00pm MDT
In 2022, the Town of Lumsden replaced its aging lagoon system with a modern Class 3 mechanical wastewater treatment facility, demonstrating how innovative design and strategic planning can deliver sustainable, cost‑effective infrastructure within tight regulatory and financial constraints. Designed to serve 2,500 residents in Stage 1 and 3,700 in Stage 2, the new plant provides a scalable treatment solution tailored for growing small communities seeking enhanced environmental protection.
 
The project included construction of a new main lift station, headworks building, process building, and a community‑focused odor control strategy. The liquid treatment train incorporates screening, grit removal, two sequencing batch reactors (SBRs), and UV disinfection. Solids management systems include sludge pumping and storage, rotary drum thickening, dual aerobic/anoxic digesters, centrifuge dewatering, and dedicated biosolids storage. Chemical treatment, aluminum sulfate for phosphorus removal, polymer for thickening and dewatering, and sodium carbonate for alkalinity, supports reliable, optimized performance. Since commissioning, the facility has consistently met all provincial effluent requirements, including CBOD₅, TSS, ammonia, E. coli, total nitrogen, phosphorus, and acute lethality parameters.
 
This presentation will walk through the project lifecycle, from planning and design through construction and commissioning, highlighting key challenges, lessons learned, and successes. The Lumsden WWTP showcases Stantec’s modular approach to capacity planning, with an initial two‑basin SBR system that meets current needs while streamlining future expansion for a growing community.
Speakers
avatar for Alex Munoz

Alex Munoz

Senior Process Engineer, Stantec Consulting Ltd.
Alex is a Senior Process Engineer with Stantec in Canada. He has played key roles in the design of several major wastewater treatment plant (WWTP) upgrades, including projects in Calgary, Regina, Moose Jaw, Midhurst, and Lumsden. He has also contributed to engineering and construction... Read More →
TW

Tylor Wood

Wastewater Treatment Lead, Town of Lumsden
Tylor has an Environmental Engineering degree from the University of Regina. He leads the operations of the wastewater collection and treatment systems in the Town of Lumsden, where a new Class 3 treatment facility was commissioned in 2020.
Thursday September 17, 2026 3:30pm - 4:00pm MDT
Lombardy 2nf Floor, Delta Hotel

4:00pm MDT

Small Diameter Watermain Renewal – Delivering Infrastructure at Scale
Thursday September 17, 2026 4:00pm - 4:30pm MDT
The City’s Small Diameter Watermain Renewal Program is focused on modernizing aging residential infrastructure. However, successful delivery involves far more than pipe replacement. This joint City–AECOM presentation would provide insight into how projects are prioritized, designed, & constructed, and what contractors, consultants, and suppliers should understand to position themselves for future renewal work.
 
The presentation would highlight practical insights into:
  • Risk-based infrastructure renewal 
  • Program delivery strategies
  • Industry collaboration opportunities
  • Construction considerations in residential corridors
Speakers
OR

Olagoke Rufai

Water/Wastewater Engineer, AECOM
Water/Wastewater Engineer
Thursday September 17, 2026 4:00pm - 4:30pm MDT
Umbria 2nf Floor, Delta Hotel

4:00pm MDT

Modular Water Treatment: A Collaborative Approach for Sunchild First Nation
Thursday September 17, 2026 4:00pm - 4:30pm MDT
Delivering safe and reliable drinking water infrastructure to remote communities often requires innovative approaches that balance schedule, budget, technical complexity, and community priorities. In August 2025, Flowpoint Systems and Associated Engineering partnered with Sunchild First Nation in Alberta to deliver a fully integrated, turnkey modular water treatment system that was successfully commissioned in February 2026. This presentation, co-authored by Shane Beston (Sunchild First Nation), Hashanth Sasitharan (Associated Engineering, Calgary), and Jay Morrison (Flowpoint Systems), examines how a holistic team model between owner, consultant, and manufacturer enabled the successful execution of this fast-tracked project.
 
The session will explore the advantages and challenges of deploying a modular water treatment solution under an expedited timeline from multiple perspectives — including the owner’s experience navigating funding, risk allocation, governance, long-term operations, and community expectations. A key focus will be on the critical design considerations that enabled swift fabrication and installation, including strategic equipment selection, thoughtful site layout and area selection, and optimized equipment configuration tailored to modular construction constraints. The presentation will demonstrate how early alignment on these technical elements minimized rework, streamlined fabrication, and supported schedule certainty within a six-month delivery window.
 
In addition, the team will discuss the chosen contract structure and project delivery methodology, including why this approach was selected and how it supported collaboration, clarity of responsibility, and accelerated execution. The session will highlight how procurement strategy, clearly defined interfaces, and shared accountability between owner, consultant, and manufacturer contributed directly to project success.
 
The presentation will further address the broader benefits and limitations of modular systems, including reduced on-site construction requirements, improved quality control through off-site fabrication, footprint constraints, staging logistics, integration with existing infrastructure, lifecycle planning, and flexibility for future expansion.
 
By engaging the owner, consultant, and manufacturer from concept through commissioning, the team was able to streamline decision-making, align expectations, and resolve design-build interfaces quickly. The inclusion of the owner’s voice provides valuable insight into stakeholder engagement, operational readiness, and how early collaboration reduced project risk while strengthening long-term confidence in the system.
 
Attendees will gain practical lessons learned from all three perspectives, strategies for successful owner–consultant–manufacturer collaboration, and guidance on determining when modular construction and alternative delivery methods are the best fit for water treatment applications. This case study provides a replicable model for consulting engineers, manufacturers, and community leaders seeking innovative, efficient approaches to water system delivery across Western and Northern Canada.
Speakers
JM

Jay Morrison

Vice President, Flowpoint
For 28 years, Jay Morrison has helped communities across North America modernize water and wastewater systems with smarter, more sustainable solutions. As Vice President of Flowpoint Environmental Systems, he leads innovation in automated bulk water dispensing, septage receiving... Read More →
HS

Hashanth Sasitharan

Project Engineer, Indigenous and Regional Infrastructure, Associated Engineering Calgary
Hashanth Sasitharan is a professional engineer with Associated Engineering’s Calgary office, specializing in municipal water and wastewater infrastructure. He has experience delivering treatment facilities, pumping systems, and supporting infrastructure for communities across Alberta... Read More →
Thursday September 17, 2026 4:00pm - 4:30pm MDT
Campania A/B 2nf Floor, Delta Hotel

4:00pm MDT

Machine Learning Applications for Wastewater Treatment Plants: Complementary Case Studies Across Data-Rich and Data-Scarce Conditions
Thursday September 17, 2026 4:00pm - 4:30pm MDT
Machine learning (ML) is increasingly applied in Water Resource Recovery Facilities (WRRFs) to improve operational decision-making, yet most implementations remain fragmented and highly dependent on either large historical datasets or narrowly defined use cases. This work presents a unified fit-for-purpose perspective on scalable ML applications for WRRFs through two complementary case studies addressing both data-rich and data-scarce operational challenges.
The first case study focuses on influent flow forecasting for proactive plant-wide optimization. Accurate forecasts enable improved chemical dosing, staffing, maintenance planning, and mitigation of wet-weather impacts in combined sewer systems. An ensemble ML framework integrating Random Forest (RF), eXtreme Gradient Boosting (XGBoost), Long Short-Term Memory (LSTM), and Gated Recurrent Unit (GRU) models via a meta-learner was developed to leverage the usually available influent flow historical data and provide robust forecasts up to seven days ahead. Tested across 30 WRRFs (2022–2024) with average daily flows ranging from 0.3 to 146 MGD and peak flows approaching 300 MGD, the framework achieved average Mean Absolute Percentage Error (MAPE) below 11% and Nash–Sutcliffe Efficiency (NSE) around 50% for 7-day forecasts, including during extreme wet-weather events. Adaptive preprocessing tailored to dataset characteristics proved critical for consistent performance across diverse facilities.
The second case study addresses data scarcity through a new soft-sensing paradigm for monitoring biological processes without relying on historical plant data. Probabilistic ML models are trained exclusively on synthetic datasets generated from uncertainty-aware mechanistic simulations, producing priors over plausible process behavior. During deployment, predictions are refined through Bayesian updating using sparse laboratory or online measurements without model retraining. Demonstrated for real-time monitoring of both ammonia concentrations and the amount of simultaneous nitrification–denitrification (SND), the framework achieved 90% empirical coverage of true values in simulations and is currently being validated on pilot-scale using only occasional nitrogen measurements.
Together, these case studies illustrate how ML can support both predictive planning and real-time process insight across WRRFs with varying levels of data availability. By combining state-of-the-art ML methods, synthetic-data-driven probabilistic modeling, and Bayesian updating, this work outlines a scalable pathway toward uncertainty-aware digital monitoring and decision support in wastewater treatment systems.
Speakers
MK

Mostafa Khalil

Data Scientist, Stantec
Mostafa Khalil is an innovation engineer and data scientist at Stantec’s Water Office of Innovation and Technology. He works at the intersection of process engineering, mechanistic modeling, and machine learning to develop digital solutions for water and wastewater systems. His... Read More →
Thursday September 17, 2026 4:00pm - 4:30pm MDT
Novara 1st Floor, Delta Hotel

4:30pm MDT

Closing Celebration - Fall Supper
Thursday September 17, 2026 4:30pm - 6:30pm MDT
Ticketed Event
Sponsors
avatar for WSP Canada Inc

WSP Canada Inc

Project Manager, WSP Canada Inc

Thursday September 17, 2026 4:30pm - 6:30pm MDT
Trentino/Tuscany Delta Hotel

7:00pm MDT

80's Dance Party
Thursday September 17, 2026 7:00pm - 10:00pm MDT
Celebrate with Dangourous Cheese, open to all registered attendees. Late night snack will be provided.
Thursday September 17, 2026 7:00pm - 10:00pm MDT
Trentino/Tuscany Delta Hotel
 
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