Optimizing an intermediate ozone system used for primary disinfection at a 55 MGD surface water treatment plant

Ozone: Science and Engineering

Volumn 31, Issue 6, 2009, Pages 461-471

  England, Chip ^a,c   Navratil, Russ ^a   Hunter, Glenn ^b  

^a Henrico County Water Department of Public Utilities   (United States)

^b Process Applications Inc   (United States)

^c Henrico County Water Treatment Facility   (United States)

Author keywords

Cost of ozone; Optimization; Ozone; Ozone concentration; Ozone dose; SCADA System; Unit volume cost

Indexed keywords

DATA COLLECTION; GAS FLOWS; LIQUID OXYGEN; ON-GOING IMPROVEMENT; OPERATING SYSTEMS; OZONE CONCENTRATION; OZONE DOSE; OZONE SYSTEMS; SAMPLING LOCATION; SAMPLING SYSTEMS; STAFF TRAINING; UNIT VOLUME; WATER TREATMENT FACILITIES;

COMPUTER OPERATING SYSTEMS; COST REDUCTION; DISINFECTION; LIQUEFIED GASES; OPERATING COSTS; OPTIMIZATION; OZONE; PERSONNEL TRAINING; SCADA SYSTEMS; SURFACE TREATMENT; SURFACE WATERS; WATER TREATMENT PLANTS;

OZONE WATER TREATMENT;

SOLENOIDEA;

EID: 77649158852     PISSN: 01919512     EISSN: 15476545     Source Type: Journal    
DOI: 10.1080/01919510903255947     Document Type: Article

References (2)

1. Rakness, K. L., Ozone in Drinking Water Treatment (Denver, CO: American Water Works Association, 2005), p. 189.
2. Standard Methods for the Examination of Water and Wastewater, 1998. American Public Health Association, American Water Works Association, and Water Environment Federation, pp. 4-137, 4-138.