1 |
Imad A. Hannoun, Paul F. Boulos, and John List(1998) Using hydraulic modeling to optimize contact time, Jour. AWWA, 90(8), pp.77-87
DOI
|
2 |
USEPA(1989) GuidanceManual for Compliance with the Filtration and Disinfection Requirements for Public Water Systems Using Surface Water Sources, Denver, Co: AWWA
|
3 |
박창근(1997), 시스템학, (주)범양사, 서울
|
4 |
Bishop Mark M., J Mark Morgan, Brendon Cornwell, and Donald K. Jamison (1993) Improving the Disinfection Time of Water Plant Clearwell. Jour. AWWA, 85(3), pp.68-75
|
5 |
신은허, 김성훈, 박희경, 안재찬, 최재호, 최영준(2005) 정수지의 형상과 유입유량이 에 미치는 영향 연구, 상하수도학회지, 19권 6호, pp.819-826
|
6 |
Imad A. Hannoun, Faul Boulos(1997), Optimizing distribution storage water quality: A hydrodynamic approach, Appl. Math Modelling, 21, pp.495-502
DOI
ScienceOn
|
7 |
Mark M. Clark, Joel Ducoste, and Catherine Burns(1999) Improving Clearwell Design for CT Compliance. AWWARF and AWWA
|
8 |
Hong Wang and Roger A. Falconer(1998) Simulating Disinfection Processes in Chlorine Contact Tanks Using Various Turbulence Model and High-Order Accurate Difference Schemes. Wat. Res. 32(5). pp.1529-1543
DOI
ScienceOn
|
9 |
Marske, D.M. and Boyle, J.D.(1973) Chlorine Contact Chamber Design-A Field Evaluation. Water and Sewage Works, 12(1) pp.1-70
|