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<br />W <br />i\) <br />o <br />j->.' <br /> <br />Literature Review <br /> <br /> <br />II. EGONOMIC ANALYSIS <br /> <br />This section presents a framework fot <br />economic analysis that can be applied to <br />resolve the water quality issues arising from <br />energy development possibilities in the Upper <br />Colorado River Basin. The method explicitly <br />examines the effect of water reallocation in <br />the basin in order to provide criteria for <br />selecting the minimum cost combination of <br />measures for maintaining any desired salinity <br />standards. Rules for achieving optimal <br />salinity levels are outlined based on CQst- <br />benefit analysis. <br /> <br />Externalities from Water Pollution <br /> <br />Deterioration o.f water quality is a <br />nationwide problem In the United States. <br />Public Law 92-500, the Federal Water Pollu- <br />tion Control Act Amendment of 1972, is <br />evidence of the public's growing awareness of <br />water quality problems. Water pollution <br />reduces the productivity of water and hence <br />imposes higher costs on downstream users. It <br />is a classic example of a technological <br />external diseconomy. When Pareto relevant <br />technological externalities exist, misallo- <br />cation of resources will result. <br /> <br />Controlling waste discharges (or resid- <br />uals) has been the major strategy for im- <br />proving water quality, but it is not the only <br />available alternative. Pollution damages are <br />a function of concentration rather than just <br />the total amount of wastes discharged. Total <br />dissolved solids (TDS) or salinit-y per unit <br />of water may be reduced either by reducing <br />discharges or increasing flows. Additional <br />upstream water depletions may have detri- <br />mental effect on downstream water quality. <br />Water allocations to upstream users will not <br />be optimal if damages to downstream users <br />resulting from upstream water depletion are <br />not taken into consideration. Furthermore, <br />improving water quality by controlling waste <br />discharges alone will result in a nonoptimal <br />solution. Perhaps because of the traditional <br />separation between water supply planning and <br />water quality management in the United <br />States, none of the policies evaluated for <br />salinity control have explicitly studied <br />reducing both upstream, water use and waste <br />discharges simultaneously. Procedures for <br />integrating applications of economic criteria <br />to both s i tuat ions are needed to gu ide the <br />allocation of water resources to achieve the <br />socially optimal solution. <br /> <br />Technological externalities cause di- <br />vergence between social and private welfare. <br />In his classic work on how to remedy this <br />situation, Pigou (1932) proposed a tax and <br />subs idy (bounty) scheme to correct external- <br />ities. The scheme would levy a tax on parties <br />imposing external diseconomies and pay a <br />subsidy to damaged parties. Coase (1960), <br />Buchanan and Stubblebine (1962), and Turvey <br />(1963) argued that taxes and subsidies <br />are unnecessary if two parties voluntarily <br />negotiate for their mutual advantages. The <br />voluntary arproach has been criticized <br />s tron~dy in i t@ assumpt ions and appl icat ion <br />to the real world (Arrow 1969, Dolbear 1967, <br />and Dick 1976). Pigouvian tax and subsidy <br />systems are costly and difficutt to apply <br />when externalit. ies involve large groups of <br />polluters and pollutees. To avoid the <br />difficulty of using the Pigouvian tax alone <br />as an instrumeot for controlling pollution, <br />Baumol and Oates (1971) suggested it be used <br />to achieve preselected environmental quality <br />levels. They claimed that a uniform tax <br />would require less information. <br /> <br />Hass (1970) utilized the Dantzig-Wolfe <br />decomposition algorithm to find the optimal <br />treatment configuration for meeting water <br />quality standards for the Miami River of <br />Ohio. Simultaneously, optimal pollution <br />taxes to achieve this configuration were <br />determined without complete knowledge of <br />treatment cost functions. Upton (1968) <br />derived a method for determining the level of <br />pollution taxeS that would raise revenue <br />sufficient to pay for the cost of the low <br />flow augmentation method. The effectiveness <br />of using economic incentives by decentralized <br />and centralized approaches to improve water <br />quality were discussed and compat'ed (Kneese <br />and Bower 1968, Johnson 1969). The impor- <br />tance of the concentration level rather than <br />the quantity of wastes discharged to the <br />environment was pointed out by Tietenberg <br />(1974). He proposed a zonal tax system which <br />utilized uniform tax rates within zones but <br />varies across zones. <br /> <br />None of the previous studies has com- <br />b ined policies influencing both water deple- <br />'tion and waste discharges. Since economic <br />damages to downstream users result from both <br />:total salinity discharge and upstream water <br />consumption, attempts to solve the problem by <br /> <br />3 <br />