The tail of two models: Impact of circularity and biomass non-homogeneity on UV disinfection of wastewater flocs

• Published in: Water research (Oxford) 2017-12, Vol.126, p.70-78
• Main Authors: Azimi, Y., Liu, Y., Tan, T.C., Allen, D.G., Farnood, R.R.
• Format: Article
• Language: English
• Subjects: Biofilm; Biofilms; Biomass; Circularity; Disinfection - methods; Dose-Response Relationship, Radiation; Flocculation; Kinetics; Models, Theoretical; Sewage - chemistry; Trickling filter; Ultraviolet (UV) disinfection; Ultraviolet Rays; Waste Disposal, Fluid - methods; Waste Water - chemistry; Waste Water - microbiology; Wastewater
• ISSN: 0043-1354; 1879-2448
• DOI: 10.1016/j.watres.2017.09.011

The effects of floc structural characteristics, i.e. shape and dense biomass distribution, were evaluated on ultraviolet (UV) disinfection resistance, represented by the tailing level of the UV dose response curve (DRC). Ellipsoid-shaped flocs of similar volume and different projected circularities were constructed in-silico and a mathematical model was developed to compare their UV DRC tailing levels (indicative of UV-resistance). It was found that floc shape can significantly influence tailing level, and rounder flocs (i.e. flocs with higher circularity) were more UV-resistant. This result was confirmed experimentally by obtaining UV DRCs of two 75–90 μm floc populations with different percentages (20% vs. 30%) of flocs with circularities higher than 0.5. The population enriched in less circular flocs (i.e. 20% flocs with circularities >0.5) had a lower tailing level (at least by 1-log) compared to the other population. The second model was developed to describe variations in UV disinfection kinetics observed in flocs with transverse vs. radial biomass non-homogeneity, indicative of biofilm-originated vs. suspended flocs. The varied-density hemispheres model and shell-core model were developed to simulate transverse and radial non-homogeneity, respectively. The UV DRCs were mathematically constructed and biofilm-originated flocs showed higher UV resistance compared to suspended flocs. The calculated UV DRCs agreed well with the experimental data collected from activated sludge and trickling filter flocs (no fitting parameters were used). These findings provide useful information in terms of designing/modifying upstream processes for reducing UV disinfection energy demand. [Display omitted] •Circularity of wastewater flocs significantly influences their UV disinfection.•Impacts of floc shape and density distribution are shown by two mathematical models.•Experimental data agree well with mathematically-derived UV disinfection trends.•The impact of biomass density distribution on UV disinfection is explained by model.