Chlorine decay in drinking-water transmission and distribution systems: pipe service age effect.

Water quality can deteriorate in the transmission and distribution system beyond the treatment plant. Minimizing the potential for biological regrowth can be attained by chlorinating the finished water. While flowing through pipes, the chlorine concentration decreases for different reasons. Reaction with the pipe material itself and the reaction with both the biofilm and tubercles formed on the pipe wall are known as pipe wall demand, which may vary with pipe parameters. The aim of this paper was to assess the impact of the service age of pipes on the effective chlorine wall decay constant. Three hundred and two pipe sections of different sizes and eight different pipe materials were collected and tested for their chlorine first-order wall decay constants. The results showed that pipe service age was an important factor that must not be ignored in some pipes such as cast iron, steel, cement-lined ductile iron (CLDI), and cement-lined cast iron (CLCI) pipes especially when the bulk decay is not significant relative to the wall decay. For the range of the 55 years of pipe service age used in this study, effective wall decay constants ranged from a decrease by -92% to an increase by +431% from the corresponding values in the recently installed pipes. The effect of service age on the effective wall decay constants was most evident in cast iron pipes, whereas steel pipes were less affected. Effective chlorine wall decay for CLCI and CLDI pipes was less affected by service age as compared to steel and cast iron pipes. Chlorine wall decay constants for PVC, uPVC, and polyethylene pipes were affected negatively by pipe service age and such effect was relatively small.

[1]  Richard A. Brown,et al.  DBP formation kinetics in a simulated distribution system. , 2001, Water research.

[2]  C F Forster,et al.  The decay of chlorine associated with the pipe wall in water distribution systems. , 2002, Water research.

[3]  Robert M. Clark,et al.  Effect of the distribution system on drinking-water quality , 1993 .

[4]  A. El-Shaarawi,et al.  Heterotrophic bacteria in water distribution systems. I. Spatial and temporal variation. , 1985, The Science of the total environment.

[5]  A. El-Shaarawi,et al.  Heterotrophic bacteria in water distribution systems. II. Sampling design for monitoring. , 1985, The Science of the total environment.

[6]  Weidong Zhang,et al.  Pipe Section Reactor to Evaluate Chlorine–Wall Reaction , 2005 .

[7]  A. Jadas-Hecart,et al.  Modelisation de la demande en chlore d'une eau traitee , 1992 .

[8]  S. T. Coelho,et al.  Dependency of bulk chlorine decay rates on flow velocity in water distribution networks , 2003 .

[9]  Robert M. Clark,et al.  Measuring and Modeling Variations in Distribution System Water Quality , 1990 .

[10]  Pratim Biswas,et al.  A model for chlorine concentration decay in pipes , 1993 .

[11]  Gary A. Burlingame,et al.  Chlorine Demand in disinfecting Water Mains , 2002 .

[12]  Robert M. Clark,et al.  Water quality modeling in distribution systems , 1992 .

[13]  L. Kiene,et al.  Modelling of chlorine residual in the water distribution network of Macao , 1992 .

[14]  Robert M. Clark,et al.  Modeling Chlorine Residuals in Drinking‐Water Distribution Systems , 1994 .

[15]  L. Kiene,et al.  Relative importance of the phenomena responsible for chlorine decay in drinking water distribution systems , 1998 .

[16]  Robert M. Clark,et al.  Modeling Distribution System Water Quality: Regulatory Implications , 1995 .