Conference Agenda

Overview and details of the sessions of this conference. Please select a date or location to show only sessions at that day or location. Please select a single session for detailed view (with abstracts and downloads if available).

Session Overview
Session 08B: Wastewater Process
Tuesday, 14/Sept/2021:
10:30am - 12:00pm

Location: 110AB

East Building

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10:30am - 11:15am

Designing your Plant for Electrical System Reliability

Oskar Agustsson1, Jim Howard2

1HDR; 2LOTT Clean Water Alliance;

Virtual Speakers

A disruption to treatment plant operations can cause a cascading impact to a utilities’ operation as well as the potential for devastating impacts to the environment. However, as with any infrastructure, maintenance must be performed to ensure the long-term reliability of equipment. Electrical systems maintenance is a key aspect of maintaining the overall integrity of your system, but with it comes the risk of a potential disruption to the treatment process.

Maintenance is often not performed on treatment plant electrical systems because most systems do not allow for a partial shutdown of the electrical system without impacting the biological process and/or cutting off electricity to the entire plant. This ultimately leads to unreliable power and the risk of needing to repair or replace electrical equipment and systems at unpredictable intervals.

This presentation will focus on “safety by design;” how plant electrical systems can be designed to ensure maintenance without disruptions to the treatment process and how electrical system maintenance can be performed in a de-energized state. Case studies from LOTT Clean Water Alliance electrical improvements over the past decade will be used as examples in these concepts.

The presentation will cover a brief history of treatment plant electrical systems; how to perform electrical system assessments; which maintenance practices should be implemented on treatment plant electrical systems; and how and why to track your electrical system assets as part of an asset management program.

11:15am - 12:00pm

Advancing CSO Treatment – Piloting of OVIVO® RapidStorm™ Membrane Treatment

Bob Bucher1, Mike Snodgrass2, Marcos Lopez3, Scott Weirich4, Pardi Sukapanpotharam1, Pedro De Arteaga1, Ashwini Khare2, H.C. Liang3, Doug Berschauer4, Jessica Tanumihardja1

1King County Wastewater Treatment Division, Seattle, WA; 2Ovivo, Round Rock, TX; 3Tetra Tech, Inc., Seattle, WA; 4Parametrix, Seattle, WA;

Virtual Speakers

King County and project team identified a new technology for treating CSO discharges. The technology (RapidStorm manufactured by OVIVO®) uses silicon carbide (SiC) membranes in conjunction with the addition of a chemical coagulant. A pilot project was conducted at the County’s West Point treatment facility.

The RapidStorm pilot unit supplied for testing included SiC membranes plates arranged in three stacks installed in a 28-foot-long by 8-1/2-foot-wide by 17-foot-tall steel tank. Ancillary equipment included permeate / backwash pumps, coagulant feed system, a chemical cleaning system, air scour blowers, online instrumentation, and remote communication hardware. The pilot received feed flow from the West Point Treatment Plant primary effluent channel and supplemented with fire hydrant water, as testing required, to simulate lower strength CSO influent.

Process and performance testing objectives for the pilot study included documenting water quality performance and providing a basis of design for full-scale project planning. Water quality was monitored through online instrumentation, grab sampling, and composite sampling during multiple test runs. Process and performance testing was initiated in September 2020 with a total of sixteen test runs completed by the end of November 2020.

The pilot was successfully tested at an average instantaneous flux rate of 100 gallons per square foot per day (gfd), a peak instantaneous flux rate of 200 gfd, and under a simulated CSO hydrograph without exceeding the maximum transmembrane pressures of 10 pounds per square inch (psi). A flux rate of 100 gfd in the pilot was equivalent to approximately 300,000 gallons per day of treatment capacity.

Effluent water quality results were favorable with total suspended solids (TSS) less than 5 mg/l, turbidity less than 0.1 NTU, and fecal coliform count consistently less than 400 MPN / 100 ml without supplemental disinfection.

The development of new innovative technologies such as the one tested in this project have the potential to reduce the receiving water impacts from CSO, SSO and even stormwater discharges.

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