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PROJ00040
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PROJ00040
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Last modified
11/19/2009 11:43:04 AM
Creation date
10/5/2006 11:30:44 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153446
Contractor Name
Grand Mesa Water Conservancy District
Contract Type
Grant
Water District
0
County
Delta
Bill Number
XB 99-999
Loan Projects - Doc Type
Feasibility Study
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />CHAPTER (V <br /> <br />PLAN ELEMENTS <br /> <br />Section 1: Methods and Assumptions <br /> <br />Plan formulation consists of developing a range of alternatives to alleviate <br />identified problems and to meet identified needs. A range of alternatives was <br />developed because there were few, if any, circumstances in which water problems <br />and needs could be dealt with in one way only. In this chapter, the elements used <br />in plan formulation (such as reservoirs and canals) are presented and discussed prior <br />to the formulation of plans in Chapter V. Basic elements include: <br /> <br />o Management Measures <br />o Stor age Reservoirs <br />o Transbasin Diversion <br /> <br />The previous chapters have shown that scarcity of water for irrigating crops, <br />orchards and pastures is a problem in the Tongue Creek basin, especially in the <br />second half of the crop growing season and particularly for junior water rights. <br />While the scarcity of water is the basic problem, it clearly follows that the <br />fundamental needs, with respect to irrigation in the study area, are more effective <br />use of existing water supplies and increasing the supply of water. <br /> <br />Effective use of existing water supplies primarily implies non-structural measures, <br />such as better on-farm water management or more efficient operation of existing <br />storage and distribution systems. However, some minor structural measures, such <br />as rehabilitation and improvement of conveyance channels or repair of water <br />control structures, could result in more effective use. Due to the reconnaissance <br />level of the present study, these potential measures were not analyzed here. <br />However, if further studies are conducted, evaluation of such potential measures <br />should be evaluated. <br /> <br />Increasing the supply of water when it is needed implies expanding the total <br />capacity within the basin for water storage. This can be accomplished by enlarging <br /> <br />IV-l <br />
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