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Evaluating W ater Losses    91


                        •  ILI: It is a dimensionless ratio between the current annual real losses (CARL) based
                           on the results of the water balance and the unavoidable annual real losses (UARL)
                           for a given system.
                                                ILI = CARL / UARL
                        •  UARL: They are calculated as previously described in this chapter, using the IWA
                           methodology which takes into account average operating pressure, length of mains,
                           number of service lines, and location of customer meters relative to the curb stop.
                       The infrastructure leakage index is a relatively new, and potentially very useful, per-
                    formance indicator. Being a ratio, it has no units, so facilitates comparisons between coun-
                    tries that use different measurement units (metric, U.S. Customary). The ILI can perhaps
                    be better envisaged from Fig. 7.5, which shows the
                    four components of leakage management.
                       The large square represents the current annual
                    volume of leakage, which is always tending to  The ILI ratio is a great way of
                    increase, as infrastructure systems grow older. This   demonstrating loss management
                    increase, however, can be constrained by an appro-  performance, as each system
                    priate combination of the four components of a suc-  effectively compares the ratio of
                    cessful leakage management policy.
                                                                  their individual best possible per-
                       The small square represents UARL—the lowest   formance against how they are
                    technically achievable value for real losses at the
                    current operating pressure. The ratio of the current   actually performing.
                    annual real losses (the large square) to the unavoid-
                    able annual real losses (the small square) is a meas-
                    ure of how well the three infrastructure management functions—repairs, pipe materials
                    management, and active leakage control—are being controlled. We will be seeing more
                    of this diagram in future chapters where we will be discussing some of the hands-on
                    techniques associated with in the field loss-reduction programs.



                            Losses flex with pressure  Pressure    Economic level of real losses
                                                    management

                                                    Unavoidable
                                                     annual real
                                                      losses
                                  Speed and quality                   Active
                                    of repairs                     leakage control
                                                    Potentially
                                                  recoverable real
                                                     losses

                                                   Pipeline and
                                                 asset management
                            Current annual real losses  selection,
                                                    installation,
                                                   maintenance,
                                                     renewal,
                                                   replacement

                    FIGURE 7.5  The four components of a successful leakage management policy.
                    (Source: IWA Water Loss Task Force and AWWA Water Loss Control Committee)
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