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Last modified
1/26/2010 2:27:28 PM
Creation date
10/12/2006 2:24:41 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8141.600.20
Description
Fryingpan-Arkansas Project - Studies - Environmental Studies
State
CO
Basin
Arkansas
Water Division
5
Date
4/16/1975
Author
US DoI BoR
Title
Final Environmental Impact Statement Volume 1 of 2, Pages III-6 to IV-29
Water Supply Pro - Doc Type
EIS
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<br />. <br /> <br />4218 <br /> <br />segregated within the project service area - two irrigable and two <br />nonirrigable. These classes are listed and described in <br />Table 111-2. These standards are based on the general performance <br />of irrigated lands in this and other areas, supplemented by appli- <br />cation of accepted agronomic principles and by results from field <br />and laboratory investigations. <br /> <br />5. Hydrology <br /> <br />a. Surface Water <br /> <br />. <br /> <br />Streamflow in the Project development area is greatly affected <br />by snowmelt. The primary source of streamflow in both the <br />Roaring Fork (Fryingpan River and Hunter Creek) and the Arkansas <br />River Basins is the snowpack that accumulates at high altitudes <br />during the winter months. With. the onset of spring, the snow- <br />pack melts and the rate of runoff is greatly increased. The <br />annual hydrograph or pattern of stream discharge in this area, <br />as in other areas where snowmelt is a primary source of water, <br />shows the highest streamflows occur in the late spring and <br />early summer months. During the winter months the area's <br />streams flow at their lowest rates. The fact that a large part <br />of the annual runoff occurs in a short period in the spring is <br />germane to the concept of the Fryingpan-Arkansas Project. <br /> <br />In the Colorado River Basin, well over 50 percent of the annual <br />runoff occurs in May, June, and July. During this period, the <br />water supply is much greater than the local demand. The surplus <br />water is utilized by allowing it to remain in the river for use <br />farther downstream, storing it, or tr90sporting it out of the <br />bag;n -fnT I1c:.P ;11 other_areas which have inadequate water <br />supplies. <br /> <br />As in most mountainous areas, snowpack on the western slope <br />increases with altitude. For example, the drainage areas above <br />the Fryingpan River near Ivanhoe Lake gage, elevation 9892, <br />yield an average of 24.8 inches of snowmelt runoff annually. <br />The drainage area above the Fryingpan River gage at Norrie, <br />Colorado, elevation 8410, yields an average of 18.4 inches of <br />runoff; and the area above Fryingpan River at Meredith gage, <br />elevation 7780, yields an average of 14.6 inches annually. It <br />is because of this high yield at the upper elevations that a <br />collection system covering a relatively small drainage area <br />can be feasible. <br /> <br />Streamflows in <br />primarily from <br /> <br />the upper Arkansas River Basin are also derived <br />snowmelt, though the yield per square mile on <br /> <br />. <br /> <br />III-30 <br />
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