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Description: Book cover
PERFORMANCE EVALUATION OF A CLOTH MEDIA DISK FILTER FOR WASTEWATER RECLAMATION
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Description: Book cover
PERFORMANCE EVALUATION OF A CLOTH MEDIA DISK FILTER FOR WASTEWATER RECLAMATION

PERFORMANCE EVALUATION OF A CLOTH MEDIA DISK FILTER FOR WASTEWATER RECLAMATION

PERFORMANCE EVALUATION OF A CLOTH MEDIA DISK FILTER FOR WASTEWATER RECLAMATION

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Description: Book cover
PERFORMANCE EVALUATION OF A CLOTH MEDIA DISK FILTER FOR WASTEWATER RECLAMATION
Abstract
A cloth-media disk filter (CMDF) was evaluated as an alternative to granular medium filtration for use in wastewater recycling applications. The CMDF was found to be effective for the filtration of effluent from an activated sludge treatment process and performed equivalent to, or better than, filtration technologies approved for California's Title 22 recycling applications. Effluent turbidity values from the CMDF were consistently less than the Title 22 limit of 2 NTU for influent turbidity values of up to 25 NTU at hydraulic loading rates varying between 7 and 15 m/hr (2.86 and 6.1 gal/ft2•min). The filter produced 154 m3/day (3,781 gal/day) at a hydraulic loading rate of 7 m/hr (2.86 gal/ft2•min) with high turbidity (6–25 NTU), and 330 m3/day (8,102 gal/day) at a hydraulic loading rate of 15 m/hr (6.1 gal/ft2•min) with low influent turbidity (equal to or less than 6 NTU), per m2 (ft2) of filter cloth. The backwash water required by the CMDF at hydraulic loading rates between 7 and 15 m/hr (2.86 and 6.1 gal/ft2•min), and corresponding solids loading rates between 5 and 32 kg/m•day (0.21 and 1.35 lb/ft2•day), varied from 2.0 to 10 percent of the total influent flow. It was concluded that the CMDF could consistently meet the Title 22 requirements of a turbidity less than 2 NTU over a broad range of influent turbidity values and hydraulic loading rates
A cloth-media disk filter (CMDF) was evaluated as an alternative to granular medium filtration for use in wastewater recycling applications. The CMDF was found to be effective for the filtration of effluent from an activated sludge treatment process and performed equivalent to, or better than, filtration technologies approved for California's Title 22 recycling applications. Effluent turbidity...
Author(s)
Keith N. BourgeousJoe RiessGeorge TchobanoglousJeannie L. DarbyLloyd Johnson
SourceProceedings of the Water Environment Federation
SubjectSession 43 - Municipal Wastewater Treatment Process Symposium: Physical-Chemical Treatment Processes
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2001
ISSN1938-6478
SICI1938-6478(20010101)2001:12L.160;1-
DOI10.2175/193864701790864674
Volume / Issue2001 / 12
Content sourceWEFTEC
First / last page(s)160 - 182
Copyright2001
Word count237

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Description: Book cover
PERFORMANCE EVALUATION OF A CLOTH MEDIA DISK FILTER FOR WASTEWATER RECLAMATION
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Description: Book cover
PERFORMANCE EVALUATION OF A CLOTH MEDIA DISK FILTER FOR WASTEWATER RECLAMATION
Abstract
A cloth-media disk filter (CMDF) was evaluated as an alternative to granular medium filtration for use in wastewater recycling applications. The CMDF was found to be effective for the filtration of effluent from an activated sludge treatment process and performed equivalent to, or better than, filtration technologies approved for California's Title 22 recycling applications. Effluent turbidity values from the CMDF were consistently less than the Title 22 limit of 2 NTU for influent turbidity values of up to 25 NTU at hydraulic loading rates varying between 7 and 15 m/hr (2.86 and 6.1 gal/ft2•min). The filter produced 154 m3/day (3,781 gal/day) at a hydraulic loading rate of 7 m/hr (2.86 gal/ft2•min) with high turbidity (6–25 NTU), and 330 m3/day (8,102 gal/day) at a hydraulic loading rate of 15 m/hr (6.1 gal/ft2•min) with low influent turbidity (equal to or less than 6 NTU), per m2 (ft2) of filter cloth. The backwash water required by the CMDF at hydraulic loading rates between 7 and 15 m/hr (2.86 and 6.1 gal/ft2•min), and corresponding solids loading rates between 5 and 32 kg/m•day (0.21 and 1.35 lb/ft2•day), varied from 2.0 to 10 percent of the total influent flow. It was concluded that the CMDF could consistently meet the Title 22 requirements of a turbidity less than 2 NTU over a broad range of influent turbidity values and hydraulic loading rates
A cloth-media disk filter (CMDF) was evaluated as an alternative to granular medium filtration for use in wastewater recycling applications. The CMDF was found to be effective for the filtration of effluent from an activated sludge treatment process and performed equivalent to, or better than, filtration technologies approved for California's Title 22 recycling applications. Effluent turbidity...
Author(s)
Keith N. BourgeousJoe RiessGeorge TchobanoglousJeannie L. DarbyLloyd Johnson
SourceProceedings of the Water Environment Federation
SubjectSession 43 - Municipal Wastewater Treatment Process Symposium: Physical-Chemical Treatment Processes
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2001
ISSN1938-6478
SICI1938-6478(20010101)2001:12L.160;1-
DOI10.2175/193864701790864674
Volume / Issue2001 / 12
Content sourceWEFTEC
First / last page(s)160 - 182
Copyright2001
Word count237

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Keith N. Bourgeous# Joe Riess# George Tchobanoglous# Jeannie L. Darby# Lloyd Johnson. PERFORMANCE EVALUATION OF A CLOTH MEDIA DISK FILTER FOR WASTEWATER RECLAMATION. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 2 Aug. 2025. <https://www.accesswater.org?id=-287966CITANCHOR>.
Keith N. Bourgeous# Joe Riess# George Tchobanoglous# Jeannie L. Darby# Lloyd Johnson. PERFORMANCE EVALUATION OF A CLOTH MEDIA DISK FILTER FOR WASTEWATER RECLAMATION. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed August 2, 2025. https://www.accesswater.org/?id=-287966CITANCHOR.
Keith N. Bourgeous# Joe Riess# George Tchobanoglous# Jeannie L. Darby# Lloyd Johnson
PERFORMANCE EVALUATION OF A CLOTH MEDIA DISK FILTER FOR WASTEWATER RECLAMATION
Access Water
Water Environment Federation
December 22, 2018
August 2, 2025
https://www.accesswater.org/?id=-287966CITANCHOR