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CHAPTER 16






                                            Controlling Real Losses in


                                          the Field—Proactive Leak



                                                                          Detection





                    Reinhard Sturm
                    Julian Thornton

                    George Kunkel, P.E.






               16.1 Introduction
                    Chapters 7 and 9 provide guidance in the steps of assessing the volume of real losses
                    and calculating the economic optimum volume of real losses for any water utility. Once
                    the nature and value of real losses have been identified, quantified, and economic sus-
                    tainable limits calculated, realistic targets can be set. Once the targets and budgets for
                    intervention have been identified then the most suitable methodologies for economi-
                    cally reducing and controlling the real losses can be selected. This chapter presents
                    some of the most common technologies and practical methods used for proactive leak-
                    age detection. Figure 16.1 shows the four arrows representing interventions against real
                    losses (Chaps. 17 to 19 will address the other three arrows in detail).
                       The practices that water utility managers employ to become aware of leaks in their
                    distribution system can be categorized as occurring in one of the two following opera-
                    tional modes:

                         1.  Proactive Leak Detection: also known as active leak detection (ALD) is an
                           operational mode in which the water utility deploys resources and equipment
                           in order to actively detect leaks that are currently running undetected (also
                           called hidden losses). Proactive leak detection has various benefits:
                           •  Reducing leakage reduces the production costs to treat and energize the

                              water.
                           •  Can reduce the amount of treated water that is entering the sewer system—
                              adding unnecessary loading to the sewage treatment process.


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