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Guide to COST-BENEFIT ANALYSIS of investment projects - Ramiri

Guide to COST-BENEFIT ANALYSIS of investment projects - Ramiri

Guide to COST-BENEFIT ANALYSIS of investment projects - Ramiri

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Terri<strong>to</strong>rial reference frameworkIf the project is placed within its terri<strong>to</strong>rial planning framework, this will provide for a preciseidentification <strong>of</strong> the <strong>investment</strong>.The proposer will also supply the elements required <strong>to</strong> ascertain the project’s consistency with the sec<strong>to</strong>rplanning, at least from the following four points <strong>of</strong> view:- consistency with the framework for Community action in the field <strong>of</strong> water policy, as it may beinferred by the legislation acts under the common and/or national implementation strategy <strong>of</strong> theDirective 2000/60/CE;- consistency with the economic-financial planning <strong>of</strong> the water sec<strong>to</strong>r, as may be inferred from thepluriennial schedules for the use <strong>of</strong> Community and national financing that have been approved forthe various countries or regions;- consistency with the national sec<strong>to</strong>r policies, in particular the project shall significantly foster theindustrialisation objectives <strong>of</strong> the sec<strong>to</strong>r, for the countries where this process is under way;- consistency with the Community, national and regional environmental policies, mainly for the use <strong>of</strong>water for human purposes, the treatment <strong>of</strong> sewage and the protection <strong>of</strong> water bodies (see also thebox on communitarian legislation).The SWOT analysis, which evaluates the project’s potential and risks deriving from the institutional andlegal rules and the economic and social context in which the project is developed, may also be helpful insome cases.3.2.2.2 Feasibility and option analysisDemand analysisThe demand for water may be broken down in<strong>to</strong> separate components according <strong>to</strong> the use (demand fordrinking water, for irrigation or industrial purposes, etc.), and the timing <strong>of</strong> demand (daily, seasonally,etc.).The estimation <strong>of</strong> the demand curve may be based on data gained from previous experience in the areainvolved or on published forecasting methods <strong>of</strong>ten based on the concept <strong>of</strong> the consumer’s willingness<strong>to</strong>-pay29 .In case <strong>of</strong> replacements and/or completions, it is also useful <strong>to</strong> make reference <strong>to</strong> the data on his<strong>to</strong>ricalconsumption, provided that these data have been measured by reliable methods (for example from thereadings <strong>of</strong> meter consumption).Demand is fundamentally made up <strong>of</strong> two elements:- the number <strong>of</strong> users (civil use), the surfaces that will be irrigated (agricultural use) or the productionunits which shall be served (industrial use);- the quantity <strong>of</strong> water, that is being or will be delivered <strong>to</strong> users for a given period <strong>of</strong> time 30 .It is important <strong>to</strong> consider the elasticity <strong>of</strong> demand with respect <strong>to</strong> tariffs. In some cases it will benecessary <strong>to</strong> estimate the elasticity for different income groups and also for small and large users, becauseit may have quite different values and distributive impacts.In any case, the elasticity <strong>of</strong> water demand with respect <strong>to</strong> service price should be estimated on a localbasis. In fact these parameters vary considerably in different geographical areas that are otherwise similar.The project will focus on a demand forecast for the period corresponding <strong>to</strong> the project cycle. It shall takein<strong>to</strong> account the demographic forecasts and the migration flows for an estimate <strong>of</strong> the users and the29J. Kindler, C.S. Russell, 1984 and D. C. Gibbons, 198630Mainly, but not only, in cases where the water network had not been well maintained in the past. It is important <strong>to</strong> consider, that the analysis<strong>of</strong> demand has <strong>to</strong> include the problem <strong>of</strong> leakages. That is <strong>to</strong> say that the <strong>to</strong>tal water supply consists <strong>of</strong> the final consumption and the leakages.95

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