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Last modified
1/26/2010 12:48:57 PM
Creation date
10/11/2006 11:35:27 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8276.150
Description
Grand Valley Unit-Colorado River Basin Salinity Control Project
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
12/1/1976
Title
Draft - Grand Valley Salinity Study
Water Supply Pro - Doc Type
Report/Study
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<br />. 1 <br />\>~ ~ <br />.....~ <br />....,) <br /> 2 <br /> j <br /> 4 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> 10 <br /> 11 <br /> 12 <br /> 13 <br /> 14 <br /> 15 <br /> 16 <br /> 17 <br /> 18 <br /> 19 <br /> 20 <br /> 21 <br /> 22 <br /> 23 <br /> 24 <br /> <br />structures and land leveling to permit control and uniformity in the <br /> <br />amount of water appl ied during each irrigation, C3t subsurface drains <br /> <br />for existing open drains to combine fields into more efficient units, <br /> <br />and (~) control of surface water leaving the fields. <br /> <br />The objective of each level of improvement was to efficiently apply the <br /> <br />net irrigation application determined for the soil and crop, and to <br /> <br />determine .the number of irrigations needed to provide: the seasonal <br /> <br />water requirements of the crop. Irrigation managemert factors which <br /> <br />the irrigator can control are the time of set, the flow rate to each <br /> <br />furrow in the field, and the number and timing of irrigations during <br /> <br />the season. These were the managementvariables used in the following <br /> <br />analysis of improvement levels. A basic assumption in irrigation water <br /> <br />management is that soil moisture to be replaced is a fixed amount for <br /> <br />each irrigation depending on soil moisture storage capacity. The <br /> <br />frequency of irrigation will vary during the irrigation season with <br /> <br />the variation in daily water requirements of each crop grown. <br /> <br />Present On-going Program - Present irrigation conditions were determined <br /> <br />to establ ish a base for recommending improvements and to measure the <br /> <br />effects of those improvements. It should be noted that results from <br /> <br />evaluating the present conditions are conservatively stated. The <br /> <br />procedure contained no basis for considering effects of unleveled <br /> <br />fields or of inaccuracy in water measurement. Therefore, present deep <br /> <br />percolation losses may be somewhat higher than Indicated because of the <br /> <br />lack of uniform water application on unleveled fields. <br /> <br />34 <br />
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