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CHEMICAL INDUCTION MIXER VERIFICATION – ENVIRONMENTAL TECHNOLOGY VERIFICATION PROGRAM
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Description: Book cover
CHEMICAL INDUCTION MIXER VERIFICATION – ENVIRONMENTAL TECHNOLOGY VERIFICATION PROGRAM

CHEMICAL INDUCTION MIXER VERIFICATION – ENVIRONMENTAL TECHNOLOGY VERIFICATION PROGRAM

CHEMICAL INDUCTION MIXER VERIFICATION – ENVIRONMENTAL TECHNOLOGY VERIFICATION PROGRAM

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Description: Book cover
CHEMICAL INDUCTION MIXER VERIFICATION – ENVIRONMENTAL TECHNOLOGY VERIFICATION PROGRAM
Abstract
The Wet-Weather Flow Technologies Pilot of the Environmental Technology Verification (ETV) Program, which is supported by the U.S. Environmental Protection Agency and facilitated by NSF International, has recently evaluated the performance of chemical induction mixers used for disinfection of wet-weather flows. The MASTRRR Company and USFilter tested a series of chemical induction mixers (5-, 10- and 20-horsepower) at the hydraulic laboratory facilities of United States Geological Survey's Conte Anadromous Fish Research Center, Turners Falls, MA. Each induction mixer was tested separately in a rectangular flume, incorporating a channel section 7 feet wide with a water depth of 7 feet at nominal flow velocities of 0.5 feet/second, 1.25 feet/second, and 3.0 feet/second. Rhodamine WT tracer dye was used as a surrogate for the chemical disinfectant. A sampling rig was positioned at locations 5 feet, 10 feet, and 15 feet downstream of the mixer to collect dye samples over the entire cross section of the flume to characterize the size and nature of the “chemical” plume. The mixers produced a roughly circular plume with higher concentrations in the center. Smaller plume areas were observed under higher flow velocity conditions; as the energy imparted by the mixer became smaller in relation to the kinetic energy of the flowing water in the flume, the level of mixing observed also lessened. At the lowest flume velocity (0.5 feet/second), the tracer concentrations were more evenly distributed across the flume cross-section. These data suggest that a mixer sizing criteria of between 0.46 and 0.53 horsepower per million gallons per day is appropriate for mixing applications with open channel flow velocities between 0.5 and 3.0 feet/second. It is clear that flow velocity significantly influences the ability of the mixers to disperse tracer effectively and therefore flow velocities must be considered when selecting the appropriate size chemical induction mixer.
The Wet-Weather Flow Technologies Pilot of the Environmental Technology Verification (ETV) Program, which is supported by the U.S. Environmental Protection Agency and facilitated by NSF International, has recently evaluated the performance of chemical induction mixers used for disinfection of wet-weather flows. The MASTRRR Company and USFilter tested a series of chemical induction mixers (5-, 10-...
Author(s)
John J LaGorgaDaniel DavisPeter MoffaPhilip StacyJohn SchenkMary Stinson
SourceProceedings of the Water Environment Federation
SubjectSession 64 – Municipal Wastewater Treatment Processes Symposium: Selected Topics
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2002
ISSN1938-6478
SICI1938-6478(20020101)2002:11L.383;1-
DOI10.2175/193864702784900264
Volume / Issue2002 / 11
Content sourceWEFTEC
First / last page(s)383 - 402
Copyright2002
Word count309

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Description: Book cover
CHEMICAL INDUCTION MIXER VERIFICATION – ENVIRONMENTAL TECHNOLOGY VERIFICATION PROGRAM
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Description: Book cover
CHEMICAL INDUCTION MIXER VERIFICATION – ENVIRONMENTAL TECHNOLOGY VERIFICATION PROGRAM
Abstract
The Wet-Weather Flow Technologies Pilot of the Environmental Technology Verification (ETV) Program, which is supported by the U.S. Environmental Protection Agency and facilitated by NSF International, has recently evaluated the performance of chemical induction mixers used for disinfection of wet-weather flows. The MASTRRR Company and USFilter tested a series of chemical induction mixers (5-, 10- and 20-horsepower) at the hydraulic laboratory facilities of United States Geological Survey's Conte Anadromous Fish Research Center, Turners Falls, MA. Each induction mixer was tested separately in a rectangular flume, incorporating a channel section 7 feet wide with a water depth of 7 feet at nominal flow velocities of 0.5 feet/second, 1.25 feet/second, and 3.0 feet/second. Rhodamine WT tracer dye was used as a surrogate for the chemical disinfectant. A sampling rig was positioned at locations 5 feet, 10 feet, and 15 feet downstream of the mixer to collect dye samples over the entire cross section of the flume to characterize the size and nature of the “chemical” plume. The mixers produced a roughly circular plume with higher concentrations in the center. Smaller plume areas were observed under higher flow velocity conditions; as the energy imparted by the mixer became smaller in relation to the kinetic energy of the flowing water in the flume, the level of mixing observed also lessened. At the lowest flume velocity (0.5 feet/second), the tracer concentrations were more evenly distributed across the flume cross-section. These data suggest that a mixer sizing criteria of between 0.46 and 0.53 horsepower per million gallons per day is appropriate for mixing applications with open channel flow velocities between 0.5 and 3.0 feet/second. It is clear that flow velocity significantly influences the ability of the mixers to disperse tracer effectively and therefore flow velocities must be considered when selecting the appropriate size chemical induction mixer.
The Wet-Weather Flow Technologies Pilot of the Environmental Technology Verification (ETV) Program, which is supported by the U.S. Environmental Protection Agency and facilitated by NSF International, has recently evaluated the performance of chemical induction mixers used for disinfection of wet-weather flows. The MASTRRR Company and USFilter tested a series of chemical induction mixers (5-, 10-...
Author(s)
John J LaGorgaDaniel DavisPeter MoffaPhilip StacyJohn SchenkMary Stinson
SourceProceedings of the Water Environment Federation
SubjectSession 64 – Municipal Wastewater Treatment Processes Symposium: Selected Topics
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2002
ISSN1938-6478
SICI1938-6478(20020101)2002:11L.383;1-
DOI10.2175/193864702784900264
Volume / Issue2002 / 11
Content sourceWEFTEC
First / last page(s)383 - 402
Copyright2002
Word count309

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John J LaGorga# Daniel Davis# Peter Moffa# Philip Stacy# John Schenk# Mary Stinson. CHEMICAL INDUCTION MIXER VERIFICATION – ENVIRONMENTAL TECHNOLOGY VERIFICATION PROGRAM. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 30 Jun. 2025. <https://www.accesswater.org?id=-288755CITANCHOR>.
John J LaGorga# Daniel Davis# Peter Moffa# Philip Stacy# John Schenk# Mary Stinson. CHEMICAL INDUCTION MIXER VERIFICATION – ENVIRONMENTAL TECHNOLOGY VERIFICATION PROGRAM. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed June 30, 2025. https://www.accesswater.org/?id=-288755CITANCHOR.
John J LaGorga# Daniel Davis# Peter Moffa# Philip Stacy# John Schenk# Mary Stinson
CHEMICAL INDUCTION MIXER VERIFICATION – ENVIRONMENTAL TECHNOLOGY VERIFICATION PROGRAM
Access Water
Water Environment Federation
December 22, 2018
June 30, 2025
https://www.accesswater.org/?id=-288755CITANCHOR