Understanding and managing discolouration risk in trunk mains.

There is currently no accepted concept or approach for understanding and controlling discolouration risk associated with trunk mains. This paper assesses the applicability of cohesive layer theories to manage discolouration and a steady state empirical modelling tool that describes the process of particulate material accumulation. Results are presented from independent field experiments across the UK and internationally that evidence hydraulically induced mobilisation, or effectively cleaning, once imposed system shear stress exceeds normal conditions. Model calibration to measured data validates the cohesive layer concept with transferability in empirically derived parameters demonstrating a viable operational planning tool. The experiments highlight the accumulation of material layers as a continuous and ubiquitous process, such that fully clean pipes can never exist and helping explain how discolouration risk changes over time. A major practical implication of the novel understanding demonstrated in this paper is that discolouration risk in trunk mains can be simply managed by pro-active strategies that regularly vary the hydraulic conditions. This avoids the need for disruptive and expensive out of service invasive interventions yet offers operators a cost-effective long-term strategy to safeguard water quality.

[1]  Joby Boxall,et al.  Discoloration Material Accumulation in Water Distribution Systems , 2011 .

[2]  Eberhard Morgenroth,et al.  Influence of growth history on sloughing and erosion from biofilms. , 2004, Water research.

[3]  B. Karney,et al.  RED WATER AND DISCOLORATION IN A WDS: A NUMERICAL SIMULATION , 2008 .

[4]  Joby Boxall,et al.  DISCOLOURATION RISK MANAGEMENT FOR TRUNK MAINS , 2011 .

[5]  Joby Boxall,et al.  Modeling Discoloration in Potable Water Distribution Systems , 2005 .

[6]  I. Douterelo,et al.  Influence of hydraulic regimes on bacterial community structure and composition in an experimental drinking water distribution system. , 2013, Water research.

[7]  J. Vreeburg,et al.  Radial transport processes as a precursor to particle deposition in drinking water distribution systems. , 2011, Water research.

[8]  Joby Boxall,et al.  The role of trunk mains in discolouration , 2010 .

[9]  K. O'halloran,et al.  Analysis of particle numbers, size and composition in drinking water transportation pipelines: results of online measurements , 2006 .

[10]  Joby Boxall,et al.  Aggressive flushing for discolouration event mitigation in water distribution networks , 2003 .

[11]  C. Biggs,et al.  A new coupon design for simultaneous analysis of in situ microbial biofilm formation and community structure in drinking water distribution systems , 2010, Applied Microbiology and Biotechnology.

[12]  Yumiko Abe,et al.  Cohesiveness and hydrodynamic properties of young drinking water biofilms. , 2012, Water research.

[13]  Nicola H. Green,et al.  Characterisation of the Physical Composition and Microbial Community Structure of Biofilms within a Model Full-Scale Drinking Water Distribution System , 2015, PloS one.

[14]  A J Saul,et al.  Laboratory studies investigating the processes leading to discolouration in water distribution networks. , 2008, Water research.

[15]  Joby Boxall,et al.  Multivariate data mining for estimating the rate of discolouration material accumulation in drinking water distribution systems , 2016 .

[16]  Joby Boxall,et al.  Operational management of trunk main discolouration risk , 2016 .

[17]  Renaud Escudié,et al.  Stratification in the cohesion of biofilms grown under various environmental conditions. , 2008, Water research.

[18]  A. Osborn,et al.  Characterising and understanding the impact of microbial biofilms and the extracellular polymeric substance (EPS) matrix in drinking water distribution systems , 2016 .

[19]  I.W.M. Pothof,et al.  Dynamic hydraulic models to study sedimentation in drinking water networks in detail , 2012 .

[20]  Joby Boxall,et al.  Modeling for Hydraulic Capacity , 2004 .

[21]  E Morgenroth,et al.  Monitoring biofilm detachment under dynamic changes in shear stress using laser-based particle size analysis and mass fractionation. , 2003, Water science and technology : a journal of the International Association on Water Pollution Research.

[22]  Betty H. Olson,et al.  Relationship among turbidity, particle counts and bacteriological quality within water distribution lines , 1986 .

[23]  J B Boxall,et al.  Asset deterioration and discolouration in water distribution systems. , 2011, Water research.

[24]  Tom Ash Funding water conservation , 2012 .

[25]  Joby Boxall,et al.  Predictive water quality modelling and resilience flow conditioning to manage discolouration risk in operational trunk mains , 2015 .

[26]  B. Karney,et al.  Analytical and experimental investigation of chlorine decay in water supply systems under unsteady hydraulic conditions , 2014 .

[27]  Jamal Naser,et al.  CFD Investigation of Particle Deposition in a Horizontal Looped Turbulent Pipe Flow , 2011 .

[28]  Joby Boxall,et al.  Field studies of discoloration in water distribution systems: model verification and practical implications. , 2010 .

[29]  Joby Boxall,et al.  Multivariate Data Mining for Estimating the Rate of Discoloration Material Accumulation in Drinking Water Systems , 2014 .

[30]  J. Vreeburg,et al.  Impact of particles on sediment accumulation in a drinking water distribution system. , 2008, Water research.

[31]  Joby Boxall,et al.  Modelling both the continual erosion and regeneration of discolouration material in drinking water distribution systems , 2014 .

[32]  Joby Boxall,et al.  Modelling discolouration in a Melbourne (Australia) potable water distribution system , 2006 .

[33]  C. Biggs,et al.  Methodological approaches for studying the microbial ecology of drinking water distribution systems. , 2014, Water research.

[34]  R. H. S. Beuken,et al.  First evaluation of new design concepts for self-cleaning distribution networks , 2004 .

[35]  A Seth,et al.  Characterisation of materials causing discolouration in potable water systems. , 2004, Water science and technology : a journal of the International Association on Water Pollution Research.

[36]  B. Rittman,et al.  The effect of shear stress on biofilm loss rate. , 1982, Biotechnology and bioengineering.

[37]  B. Karney,et al.  How severe can transients be after a sudden depressurization? , 2012 .