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WSP10809
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Last modified
1/26/2010 3:14:49 PM
Creation date
10/12/2006 4:32:48 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8273.500
Description
Colorado River Basin Salinity Control - Federal Agency Reports - EPA
Basin
Colorado Mainstem
Water Division
5
Date
4/1/1978
Title
Integrating Desalination and Agricultural Salinity Control Alternatives
Water Supply Pro - Doc Type
Report/Study
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<br />If by varying a slack or decision variable a state is <br />driven to *ero, a decision variable must be selected to trade <br />rv positions With the state to avoid zero valued state variables. <br />ao In addition, when a loose constraint is tightened, a new state <br />~ variable must be selected from the rest of the decision variables. <br />~ The exception to this is when a loose constraint is tightened by <br />loosening a currently active constraint. <br /> <br />APPLICATION TO REGIONAL SALINITY PROBLEMS <br /> <br />On a basin-wide scale, a salinity problem is the combined <br />effect of many irrigated areas, saline springs, diffuse natural <br />inflows, and other miscellaneous sources. These salinity sources <br />not only occur sequentially due to the geographic structure of <br />an hydrologic area, but are also often governed by differing <br />administrative formulas. Consequently, the problem of deter- <br />mining an ",optimal" strategy for a large area like the river <br />basin rapidly becomes too large and too complex for direct <br />analysis. One of the various mathematical techniques for <br />optimizing :complicated systems is to decompose the problem into <br />a series of subproblems whose solutions are coordinated in a <br />manner that produces the solution to the larger problem. One <br />method app~ied to analysis of water quality improvements in the <br />Utah Lake D~ainage basin of central Utah provides both a simple <br />and effective decomposition (Walker, et al. 1973). The structure <br />of the decomposition methodology referred to above is shown <br />schematically in Figure 1. Individual levels of modeling are <br />delineated to define water quality cost-effectiveness analyses <br />at different stages of development enroute to a single repre- <br />sentation at the ultimate basin-wide scale. <br /> <br />Conceptual Salinity Control Model <br /> <br />The conceptual model illustrated in Figure 1 represents an <br />additive approach for determining the minimal cost salinity <br />control strategy in a river basin. A number of levels or <br />subdivisions having similar characteristics can be defined to <br />correspond to various levels of hydrologic or administrative <br />boundaries in a region. Within each level, the alternative <br />measures for salinity management are characterized by cost- <br />effectiveness relationshiDS. A more detailed review of the <br />structure of cost-effecti~eness functions and their inter- <br />dependence will assist the reader in understanding the appli- <br />cation of the conceptual model in later sections. <br /> <br />Description of Cost-Effectiveness Functions -- <br /> <br />The alternatives for managing salinty on a basin-wide <br />scale fall into two categories: (1) those that reduce salinity <br />concentrations by dilution or minimizing the loss of pure water <br />from the system by evaporation; and (2) those that improve <br />water quality by reducing the mass emission of salt. <br /> <br />l7 <br /> <br />"'- <br /> <br />
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