Application of Rechlorination for Adequate Disinfection Ability in Water Distribution System |
Lee, Doo-Jin
(한국수자원공사)
Kim, Young-Il (한국수자원공사) Lee, Jong-Min ((주)현대제철 환경수처리시설팀) Jung, Nam-Jung (한국수자원공사) Kim, Yong-Woon (한국수자원공사) |
1 | Propato, M. and Uber, J.G. (2004) Linear Least-squares Formulation for Operation of Booster Disinfection Systems, J. Water Resour. Plan. Manage., 130(1), pp. 53-62 DOI ScienceOn |
2 | Chambers V.K., Creasy J.D. and Joy J.S. (1995) Modelling Free and Total Chlorine Decay in Potable Water Distribution Systems, Aqua, 44(2), pp. 60-69 |
3 | Clark, R.M. and Haught, R.C. (2005) Characterizing Pipe Wall Demand: Implications for Water Quality Modeling, J. Water Resour. Plan. Manage., 131(3), pp. 208-217 DOI ScienceOn |
4 | Haas, C.N. (1999) Benefits of Employing a Disinfection Residual, Aqua, 48(1), pp. 11-15 |
5 | Hallama, N.B., Westa, J.R., Forstera, C.F., Powell, J.C. and Spencer, I. (2002) The Decay of Chlorine associated with the Pipe Wall in Water Distribution Systems, Wat. Res., 36(14), pp.3479-3488 DOI ScienceOn |
6 | Jadas-Hecart A., El Moher A., Stitou M., Bouillot P. and Legube B. (1992) The Chlorine Demand of a Treated Water, Wat. Res., 26(8), pp. 1073-1084 DOI ScienceOn |
7 | Vasconcelos, J.J., Boulos, P.F., Grayman, W.M., Kiene, L., Wable O., Biswas, P., Bhari, A., Rossman, L.A., Clark, R.M., and Goodrich, J. A. (1996) Characterisation and Modeling of Chlorine Decay in Distribution Systems, AWWARF |
8 | Zhang G.R., Kiene L., Wable O., Chan U.S. and Duguet J.P. (1992) Modelling of Chlorine Residual in the Water Distribution Network of Macao, Enuiron. Technol., 13(10), pp.937-946 |
9 | Prasad, T. D., Walters, G. A. and Savic, D. A. (2004) Booster Disinfection of Water Supply Networks: Multiobjective Approach, J. Water Resour. Plan. Manage., 130(5), pp. 367-376 DOI ScienceOn |
10 | Tryby, M.E., Boccelli, D.L., Uber, J.G. and Rossman L.A. (2002) Facility Location Model for Booster Disinfection of Water Supply Networks, J. Water Resour. Plan. Manage., 128(5), pp. 322-333 DOI ScienceOn |
11 | Rossman, L. A. (2000) EPANET Version 2 User's Manual, Drinking Water Research Division, USEPA, Cincinnati |
12 | Biswas P. and Clark R.M. (1993) A Model for Chlorine Concentration Decay in Pipes, Wat. Res., 27(12), pp. 1715-1724 DOI ScienceOn |
13 | Powell, J.C., Hallam, N.B., West, J.R., Forster, C.F. and Sirnms. J. (2000) Factors which Control Bulk Chlorine Decay Rates, Wat. Res., 34(1)pp. 117-126 DOI ScienceOn |
14 | LeChevallier, M.W. (1999) The Case for Maintaining a Disinfectant Residual, AWWA, 91(1), pp. 86-94 |
15 | Boccelli, D.L., Trybv, M.E., Uber, J.G., Rossman, L.A., Zierolf, M.L., and Polycarpou, M.M. (1998) Optimal Scheduling of Booster Disinfection in Water Distribution Systems. J. Water Resour. Plan. Manage., 124(2), pp. 99-111 DOI ScienceOn |
16 | Hua, F., West, J.R., Barker, R.A. and Forster, C.F. (1999) Modeling of Chlorine Decay in Municipal Water Supplies, Wat. Res., 33(12), pp. 2735-2746 DOI ScienceOn |