As we already know from previous chapters there are two basic forms of water losses— real and apparent losses—and for both types of losses the right intervention program needs to be designed. The design of the right intervention program is directly connected or interlinked with the process of determining the economic optimum volume of water losses.
This section will provide a brief overview of the common intervention methods available against real and apparent losses which form the bases for the design of every water loss control program. Chapters 11 to 15 will provide an in-depth discussion of all intervention methods available against apparent losses and Chaps. 16 to 19 will provide an in-depth discussion of all intervention methods available against real losses.
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