Tracer study to verify hydraulic limits and determine water residence times in a distribution system: Part I

This study introduces a methodology for assessing the residence times of drinking water in distribution systems using a tracer. The injection of a tracer followed by an intensive sampling campaign was used to evaluate the residence times of water in Quebec City's main system, which is supplied by the St Charles River. Samples were also analysed to determine the hardness and conductivity of the water in order to identify interconnections with a neighbouring system supplied by the St Lawrence River, a source with different properties. To validate the assumptions of interconnectivity, a complementary conductivity campaign was carried out. The tracer campaign allowed us to obtain the mean residence times (MRTs) within the study area and to target areas with low and high MRTs between 6 and 33 h. The mixing zones between water from the various sources and with longer MRTs following a stay in a reservoir were also identified. Results of this study were used to develop strategies to minimise MRT in order to improve water quality. These strategies are presented in the ‘companion paper’ (Part II) in this issue.

[1]  Srinivasa Lingireddy,et al.  Calibrating hydraulic network models , 1997 .

[2]  Daniel Lavallée,et al.  Nouvelle approche pour déterminer la distribution des temps de séjour dans les réservoirs d'eau potable en régime non permanent , 2002 .

[3]  S Watson,et al.  SIMULATED SEISMIC LOAD TESTS ON REINFORCED CONCRETE COLUMNS. DISCUSSION AND CLOSURE , 1994 .

[4]  Lindell Ormsbee Implicit Network Calibration , 1989 .

[5]  Manuel J. Rodriguez,et al.  Using a tracer to identify water supply zones in a distribution network , 2009 .

[6]  Ferreira Filho,et al.  Water treatment: principles and design , 2005 .

[7]  Rehan Sadiq,et al.  Modeling of heterotrophic bacteria counts in a water distribution system. , 2009, Water research.

[8]  Masoud Asadzadeh,et al.  Minimizing water residence time in Quebec City's main distribution network using hybrid discrete dynamically dimensioned search (HD-DDS): Part II , 2015 .

[9]  Manuel J. Rodríguez,et al.  Chlorinated disinfection by-products in drinking water according to source, treatment, season, and distribution location , 2007 .

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

[11]  Manuel J. Rodríguez,et al.  Behavior of trihalomethanes and haloacetic acids in a drinking water distribution system. , 2004, Water research.

[12]  Francis A. DiGiano,et al.  Calculation of the mean residence time in distribution systems from tracer studies and models , 2005 .

[13]  Weidong Zhang,et al.  Comparison of bacterial regrowth in distribution systems using free chlorine and chloramine: a statistical study of causative factors. , 2002, Water research.

[14]  Bryan W. Karney,et al.  Modeling Low Velocity/High Dispersion Flow in Water Distribution Systems , 1996 .

[15]  H. Gallard,et al.  Chlorination of natural organic matter: kinetics of chlorination and of THM formation. , 2002, Water research.

[16]  A. Al-Jasser,et al.  Chlorine decay in drinking-water transmission and distribution systems: pipe service age effect. , 2007, Water research.

[17]  Velitchko G. Tzatchkov,et al.  Advection-Dispersion-Reaction Modeling in Water Distribution Networks , 2002 .

[18]  C revised by John Crittenden,et al.  Water treatment principles and design , 2012 .

[19]  Michèle Prévost,et al.  Suspended bacterial biomass and activity in full-scale drinking water distribution systems: impact of water treatment , 1998 .

[20]  Krishna Gopal,et al.  Chlorination byproducts, their toxicodynamics and removal from drinking water. , 2007, Journal of hazardous materials.

[21]  Daniel W. Smith,et al.  Residence time distribution analysis as related to the effective contact time , 1999 .

[22]  Helena M. Ramos,et al.  Water Supply System Performance for Different Pipe Materials Part I: Water Quality Analysis , 2008 .

[23]  Abbas S. Al-Omari,et al.  A model for the determination of residential water demand by the use of tracers , 2009, Adv. Eng. Softw..