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Identifying Economic Interventions against W ater Losses     113


                        •  The cost of water production is estimated.
                        •  The marginal cost is assessed as the sum of the discounted cost plus the
                           maintenance cost divided by the yield plus the production cost.
                        •  Environmental and social costs associated with the resource development can
                           be assessed and added to the cost of the option.
                       Leakage activity schemes, developed using the methodologies described earlier,
                    would be implemented if these were cheaper than this marginal cost. As the marginal
                    cost of the new scheme will be significantly higher than the production cost from exist-
                    ing sources, as it includes the discounted cost of the construction of the works, then it
                    will be economic to carry out further leakage control measures consisting probably of
                    more pressure control, a higher level of active leakage control, and possibly more reha-
                    bilitation and sectorization. Schemes should be implemented until the necessary level
                    of headroom is attained. This level of leakage could be referred to as the constrained ELL.
                    The marginal cost of leakage management at this new level of leakage could be referred
                    to as the marginal value of water. The marginal cost of carrying out additional activity in
                    any area of leakage or demand management, or resource development will be equal to
                    or greater than this value.

                    9.5.2 External Drivers
                    In practice, there will be many external influences on the various aspects of the supply
                    demand balance. Figure 9.6 illustrates this.
                       Figure 9.6 shows that it will be necessary to look at apparent loss management strat-
                    egies as well as real loss strategies. Although apparent loss management strategies do
                    not in themselves reduce water production they will generally increase the recorded




                                                     External
                                       Leakage       influence
                                        model
                                                                    External        External
                                                     Leakage        influence       influence
                                                      target
                                           NRW

                                                     Practical      Supply/
                     Apparent loss   Apparent loss   achievement    demand           Water
                        model         target                                       abstracted
                                                     and cost       balance

                                                    Water use
                                                      target

                                      Water use
                                       model         External
                                                     influence

                    FIGURE 9.6  Supply/demand drivers. (Source: Dave Pearson/Stuart Trow.)
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