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WSP09055
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Last modified
1/26/2010 2:50:53 PM
Creation date
10/12/2006 3:26:16 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8281.100
Description
Colorado River Studies and Investigations -- Availability of Water-Hydrologic Determination
Basin
Colorado Mainstem
Water Division
5
Date
1/1/1988
Title
Hydrologic Determination - 1988 - Water Availability from Navajo Reservoir and the Upper Colorado River Basin for Use in New Mexico
Water Supply Pro - Doc Type
Report/Study
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<br />, '-~)' <br /> <br />. <br />, <br /> <br />, <br />, , <br /> <br />critical period associated with each probability. These data were used to <br />prepare the curves of Figure 1 which indicate the yield available from the <br />system for a desired probability and a given shortage. Since the data are <br />limited it should be understood that these curves are only approximate and <br />give only an indication as to the probabilities involved. <br /> <br />(. .) <br /> <br />~ <br />-4 <br />~ <br />~, <br /> <br />Shortage <br />(Percent) <br />o <br /> <br />2 <br /> <br />4 <br /> <br />6 <br /> <br />8 <br /> <br />TABLE 1 <br /> <br />',. ',n_", Relationships "Between __ <br />Yield - probability - Shortage <br /> <br />Firm Yield Percent Probability of Greater Yield <br />(MAF) 5.8 5.9 6.0 6.1 6.2 6.3 <br />5.55 93.94 87.50 80.B5 73.81 65.85 55.26 <br />(25)!f (49) (50 ) (35) (40) (41) (44) <br />5.66 98.08 93.94 87.50 80.85 73 .91 65.85 <br />(25) (30 ) (49 ) (50) (35 ) (36) (41 ) <br />5.78 98.25 98.11 96.23 90.63 84.38 76.,09 <br />(25) (25) (29 ) (29) (50) (50) (36 ) <br />5.90 98.11 96.49 90.91 84.85 <br />(25) (29) (25) 1.49 ) (49 ) <br /> <br />6.03 <br />(25 ) <br /> <br />98.11 <br />(29 ) <br /> <br />96.49 <br />(25 ) <br /> <br />93.94 <br />(49 ) <br />length <br /> <br />11 Figures in parentheses indicate the associated critical period <br />in years. <br /> <br />5. Calls on the River - Site Specific Shortage Analysis <br /> <br />A "call on the river" occurs when the Upper Division is unable to make the <br />required delivery to the Lower Division from Upper Basin storage and must <br />curtail its own uses to meet the delivery from river flows. An analysis of <br />calls was made using the CRSS model. A nominal demand level of 6.1 MAF was <br />used with the 81 hydrologic sequences to analyze the effects and frequency <br />of calls. The hydrologic record was wrapped around so that each sequence <br />was extended to the year 2040 when Upper Basin demands are expected to <br /> <br />8 <br />
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