Modeling and validating the effective hydraulic detention time for a 10 mgd ozone contactor at the lake Washington surface water treatment plant, Melbourne, Florida

Ozone: Science and Engineering

Volumn 31, Issue 3, 2009, Pages 262-276

  Phares, David E ^a   Rokjer, David M ^b   Crossley, Ian A ^b   Franko, Joseph J ^b  

^a City of Melbourne Water Production   (United States)

^b Vice President Residuals Group Practice Leader   (United States)

Author keywords

Baffling factor; CFD; Contactor; Cryptosporidium; CT; Disinfection; LT2ESWTR; Melbourne; Modeling; Ozone

Indexed keywords

BAFFLING FACTOR; CFD; CONTACTOR; CRYPTOSPORIDIUM; CT; LT2ESWTR; MELBOURNE; MODELING;

CHEMICALS REMOVAL (WATER TREATMENT); COMPUTATIONAL FLUID DYNAMICS; COST REDUCTION; DESIGN; DISINFECTION; FLOW PATTERNS; HYDROGEN PEROXIDE; LOCOMOTIVES; ODOR CONTROL; OPERATING COSTS; OZONE; OZONIZATION; QUENCHING; RAILROAD CARS; SURFACE TREATMENT; SURFACE WATERS; TASTE CONTROL (WATER TREATMENT); WATER DISTRIBUTION SYSTEMS; WATER POLLUTION; WATER QUALITY; WATER RECYCLING; WATER TREATMENT PLANTS;

OZONE WATER TREATMENT;

CRYPTOSPORIDIUM;

EID: 70449357011     PISSN: 01919512     EISSN: 15476545     Source Type: Journal    
DOI: 10.1080/01919510902904529     Document Type: Article

References (11)

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11. US EPA, National Primary Drinking Water Regulations: Long-term 2 Enhanced Surface Water Treatment Rule; Final Rule. Fed. Reg., 71(3):654 (2006).