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PARTICLE ACUMMULATION WITHIN A UV DISINFECTION SYSTEM: CAUSES AND EFFECTS ON PERFORMANCE
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Description: Book cover
PARTICLE ACUMMULATION WITHIN A UV DISINFECTION SYSTEM: CAUSES AND EFFECTS ON PERFORMANCE

PARTICLE ACUMMULATION WITHIN A UV DISINFECTION SYSTEM: CAUSES AND EFFECTS ON PERFORMANCE

PARTICLE ACUMMULATION WITHIN A UV DISINFECTION SYSTEM: CAUSES AND EFFECTS ON PERFORMANCE

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Description: Book cover
PARTICLE ACUMMULATION WITHIN A UV DISINFECTION SYSTEM: CAUSES AND EFFECTS ON PERFORMANCE
Abstract
It has been demonstrated that the presence of particles on the order of 10 μm can effectively shield coliform bacteria from UV light and result in residual effluent coliform concentration. To ensure the effective performance of a UV disinfection facility, the presence of these >10 μm particles must be minimized by pre-disinfection filtration. A study was conducted at a wastewater treatment plant that was found to be a suitable candidate for UV disinfection. Collimated beam and particle size distribution testing that were conducted at this site demonstrated that the pre-disinfection filtration technology effectively minimized the presence of particles such that the UV system would effectively disinfect the effluent and meet the effluent coliform limits. A study at this site was conducted to determine the cause and effect that solids accumulation within a UV disinfection reactor will have on the performance of the UV system. It was determined that solids accumulation within a UV reactor consistently occurred during normal operation of a UV disinfection facility. The solids that accumulated with in the UV reactor contained high concentrations of coliform bacteria. Sloughing of a small portion of these accumulated solids within the UV reactor will result in violations of the effluent coliform standards. To ensure the consistent performance of a UV disinfection facility, the accumulation of solids within the UV channel should be minimized. Steps that can be taken to prevent and or mitigate solids accumulation within a UV reactor include: 1) the addition of a small concentration of a chemical disinfectant prior to the UV system, 2) operating the system at the higher end of the validated flow range resulting in scouring of the channel, 3) frequently cleaning the UV channel reactors, 4) designing the UV system such that during normal operation of the system the channel can be easily flushed to prevent solids accumulation within the UV reactor, and 5) optimizing the pre-filtration coagulation step to prevent and or minimize the occurrence of post filtration flocculation.
It has been demonstrated that the presence of particles on the order of 10 μm can effectively shield coliform bacteria from UV light and result in residual effluent coliform concentration. To ensure the effective performance of a UV disinfection facility, the presence of these >10 μm particles must be minimized by pre-disinfection filtration. A study was conducted at a wastewater...
Author(s)
Keith BourgeousAndrew SalvesonB. Narayanan
SourceProceedings of the Water Environment Federation
SubjectSession 17: Ultraviolet Disinfection of Wastewater—Practical Aspects
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2004
ISSN1938-6478
SICI1938-6478(20040101)2004:15L.383;1-
DOI10.2175/193864704784148376
Volume / Issue2004 / 15
Content sourceWEFTEC
First / last page(s)383 - 398
Copyright2004
Word count339

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Description: Book cover
PARTICLE ACUMMULATION WITHIN A UV DISINFECTION SYSTEM: CAUSES AND EFFECTS ON PERFORMANCE
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Description: Book cover
PARTICLE ACUMMULATION WITHIN A UV DISINFECTION SYSTEM: CAUSES AND EFFECTS ON PERFORMANCE
Abstract
It has been demonstrated that the presence of particles on the order of 10 μm can effectively shield coliform bacteria from UV light and result in residual effluent coliform concentration. To ensure the effective performance of a UV disinfection facility, the presence of these >10 μm particles must be minimized by pre-disinfection filtration. A study was conducted at a wastewater treatment plant that was found to be a suitable candidate for UV disinfection. Collimated beam and particle size distribution testing that were conducted at this site demonstrated that the pre-disinfection filtration technology effectively minimized the presence of particles such that the UV system would effectively disinfect the effluent and meet the effluent coliform limits. A study at this site was conducted to determine the cause and effect that solids accumulation within a UV disinfection reactor will have on the performance of the UV system. It was determined that solids accumulation within a UV reactor consistently occurred during normal operation of a UV disinfection facility. The solids that accumulated with in the UV reactor contained high concentrations of coliform bacteria. Sloughing of a small portion of these accumulated solids within the UV reactor will result in violations of the effluent coliform standards. To ensure the consistent performance of a UV disinfection facility, the accumulation of solids within the UV channel should be minimized. Steps that can be taken to prevent and or mitigate solids accumulation within a UV reactor include: 1) the addition of a small concentration of a chemical disinfectant prior to the UV system, 2) operating the system at the higher end of the validated flow range resulting in scouring of the channel, 3) frequently cleaning the UV channel reactors, 4) designing the UV system such that during normal operation of the system the channel can be easily flushed to prevent solids accumulation within the UV reactor, and 5) optimizing the pre-filtration coagulation step to prevent and or minimize the occurrence of post filtration flocculation.
It has been demonstrated that the presence of particles on the order of 10 μm can effectively shield coliform bacteria from UV light and result in residual effluent coliform concentration. To ensure the effective performance of a UV disinfection facility, the presence of these >10 μm particles must be minimized by pre-disinfection filtration. A study was conducted at a wastewater...
Author(s)
Keith BourgeousAndrew SalvesonB. Narayanan
SourceProceedings of the Water Environment Federation
SubjectSession 17: Ultraviolet Disinfection of Wastewater—Practical Aspects
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2004
ISSN1938-6478
SICI1938-6478(20040101)2004:15L.383;1-
DOI10.2175/193864704784148376
Volume / Issue2004 / 15
Content sourceWEFTEC
First / last page(s)383 - 398
Copyright2004
Word count339

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Keith Bourgeous# Andrew Salveson# B. Narayanan. PARTICLE ACUMMULATION WITHIN A UV DISINFECTION SYSTEM: CAUSES AND EFFECTS ON PERFORMANCE. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 9 Jul. 2025. <https://www.accesswater.org?id=-290998CITANCHOR>.
Keith Bourgeous# Andrew Salveson# B. Narayanan. PARTICLE ACUMMULATION WITHIN A UV DISINFECTION SYSTEM: CAUSES AND EFFECTS ON PERFORMANCE. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed July 9, 2025. https://www.accesswater.org/?id=-290998CITANCHOR.
Keith Bourgeous# Andrew Salveson# B. Narayanan
PARTICLE ACUMMULATION WITHIN A UV DISINFECTION SYSTEM: CAUSES AND EFFECTS ON PERFORMANCE
Access Water
Water Environment Federation
December 22, 2018
July 9, 2025
https://www.accesswater.org/?id=-290998CITANCHOR