Full-scale Up-Flo^® stormwater filter field performance verification tests

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dc.contributor Durrans, S. Rocky
dc.contributor Ernest, Andrew N. S.
dc.contributor Clark, Shirley E.
dc.contributor.advisor Pitt, Robert
dc.contributor.author Cai, Yezhao
dc.contributor.other University of Alabama Tuscaloosa
dc.date.accessioned 2017-03-01T16:51:03Z
dc.date.available 2017-03-01T16:51:03Z
dc.date.issued 2013
dc.identifier.other u0015_0000001_0001369
dc.identifier.other Cai_alatus_0004M_11653
dc.identifier.uri https://ir.ua.edu/handle/123456789/1836
dc.description Electronic Thesis or Dissertation en_US
dc.description.abstract The Up-Flo® Filter is an innovative high-rate, small footprint, stormwater treatment device based on upward filtration technology. It was originally developed by environmental engineers at the University of Alabama with grant support from the U.S. EPA-funded Small Business Innovative Research (SBIR) Program and commercialized by Hydro International. Prior data was collected and the performance was evaluated under different conditions and scales during SBIR phase I and phase II testing, pilot-scale field testing, full-scale one module testing, and full-scale six module testing. These data verified the expected Up-Flo® Filter treatability for solids, inorganic nutrients, bacteria, and metals in stormwater runoff. The primary objective of this research was to extend the field performance verification tests of a full-scale six-module Up-Flo® Filter using the Hydro International CPZ Mix TM that were initially conducted by Dr. Noboru Togawa. Hydraulic performance observations through a one-year monitoring period indicated that about 74% of the total flow was completely treated with no bypass. The maximum bypass observed was about 50% under the most intense rains having about 5 in/hr peak rain intensities. The bypassed flows received partial treatment through sedimentation in the filter's sump and floatable control by the siphon bypass. The effluent samples collected blended flows and therefore consider the combined effect of complete treatment and the partial treatment of the bypassed flows. The maximum treatment flow rate (before any bypassing) was about 150 GPM (25 GPM per module) for the first 9 months of the monitoring period (totaling about 34 inches of rainfall) and then dropped to about 50 GPM for the duration of the monitoring period. Therefore, the media bags should be replaced after about 30 inches of rainfall. The flow-weighted TSS removals (for all 50 storms) were about 88%, with an average effluent concentration of about 21 mg/L. The influent median particle size was about 300µm, with a median specific gravity of about 3.0 g/cc, while the effluent median particle size was about 40 um, with a median specific gravity of about 1.6 g/cc. Particles up to about 3 µm had removals of about 35%, increasing to about 70% for particles in the range of 3 to 120 µm, and more than 90% for larger particles. High reductions (58 to 100%) were observed for total Cr, Cu, Pb, and Zn. Moderate reductions (about 50%) were observed for E. coli and enterococci, while low reductions (22 to 34%) were observed for P and N compounds. en_US
dc.format.extent 713 p.
dc.format.medium electronic
dc.format.mimetype application/pdf
dc.language English
dc.language.iso en_US
dc.publisher University of Alabama Libraries
dc.relation.ispartof The University of Alabama Electronic Theses and Dissertations
dc.relation.ispartof The University of Alabama Libraries Digital Collections
dc.relation.hasversion born digital
dc.rights All rights reserved by the author unless otherwise indicated. en_US
dc.subject Environmental engineering
dc.subject Water resources management
dc.title Full-scale Up-Flo^® stormwater filter field performance verification tests en_US
dc.type thesis
dc.type text
etdms.degree.department University of Alabama. Department of Civil, Construction, and Environmental Engineering
etdms.degree.discipline Civil, Construction & Environmental Engineering
etdms.degree.grantor The University of Alabama
etdms.degree.level master's
etdms.degree.name M.S.

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