Using hydraulic modeling to optimize contact time: Hydraulic modeling will eventually displace most field testing and bench modeling for the evaluation of clearwells

Journal / American Water Works Association

Volumn 90, Issue 8, 1998, Pages 77-87

  Hannoun, Imad A ^a,b,c   Boulos, Paul F ^d   List, E John ^c  

^a Flow Science Incorporated   (United States)

^b AMERICAN UNIVERSITY OF BEIRUT   (Lebanon)

^c CALIFORNIA INSTITUTE OF TECHNOLOGY   (United States)

^d MW Soft Inc   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0032136163     PISSN: 0003150X     EISSN: None     Source Type: Journal    
DOI: 10.1002/j.1551-8833.1998.tb08487.x     Document Type: Article

References (4)

1. BISHOP, M.M. ET AL. Improving the Disinfection Detention Time of a Water Plant Clearwell. Jour. AWWA, 85:3:68 (Mar. 1993).
2. USEPA. Guidance Manual for Compliance With the Filtration and Disinfection Requirements for Public Water Systems Using Surface Water Sources. Washington (1989).
3. GRAYMAN, W.M. ET AL. Water Quality and Mixing Models for Tanks and Reservoirs. Jour. AWWA, 88:7:60 (July 1996).
4. HANNOUN, I.A. & BOULOS, P.P. Optimizing Distribution Storage Water Quality: A Hydrodynamic Approach. Jour. Applied Mathematical Modeling. 21:495 (1997).