Page 38 - Water Loss Control
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                    usually leakage, are typically valued at the variable production cost of the water.
                    Apparent losses, which occur at the customer destination, penalize the water sup-
                    plier at the retail cost; a rate usually much higher than the production cost. The vari-
                    able production costs frequently include only the short-term costs; however, in many
                    cases it is appropriate to include long-term costs in the valuation of real losses, the
                    cost implications of real and apparent losses require that a careful assessment of each
                    be undertaken to design the most appropriate and cost-effective water loss control
                    program.


                    3.1.1 Real Losses
                    The quantity of real losses in a given water systems is a good indicator of how efficient
                    a water supplier is in managing its assets (the distribution network) and the product it
                    delivers to its customers. Volumes of real losses that are significantly higher than what
                    is economically justifiable indicate that action needs to be taken if the water supplier is
                    to be viewed as water-efficient, customer-responsive, and a responsible steward of
                    water resources.
                       Real losses are made up of three components (see Fig. 3.1): 2

                        • Reported breaks and leaks: They typically have high flow rates, are visibly evident
                           and disruptive, and have a short run time before they are reported to the utility
                           by customers or utility personnel since they cause nuisance to the customer
                           (pressure drop or supply interruption).
                        • Unreported breaks and leaks: They are typically hidden from above-ground view,
                           have moderate flow rates, and a long run time since utilities must seek out
                           these leaks to become aware of them. They are located through active leak
                           detection.

                                                             Surface









                         Background leakage      Unreported leakage      Reported leakage

                       Unreported and undetectable  Often does not surface but is  Often surface and is reported
                        using traditional accoustic  detectable using traditional  by the public or utility
                             equipment           accoustic equipment         workers
                               Tools                  Tools                  Tools
                       • Pressure reduction   • Pressure reduction   • Pressure reduction
                       • Main and service     • Main and service     • Main and service
                        replacement            replacement            replacement
                       • Reduction in the number  • Reduction in the number  • Optimized repair time
                         of joints and fittings    of joints and fittings
                                              • Proactive leak detection
                    FIGURE 3.1  Components of real losses and tools for intervention. (Source: Ref. 2.)
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