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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 />c.) <br />c::) <br />N <br />-J <br />..e::.. <br />""'"' <br /> <br />l.,l <br /> <br />" <br /> <br />3. Mass Balance Analysis <br /> <br />The yield of the basin above Lee Ferry was determined from a simple mass <br />balance procedure. Although the method was computerized, the basic <br />equation was the following: <br /> <br />[Q + S(l+B)] - Rm <br /> <br />Yield <br /> <br />n <br /> <br />= <br /> <br />l-s <br /> <br />where Q = streamflow for the critical period <br />5 = surface storage available <br />B = bank storage coefficient <br />Rm = minimum release to the Lower Basin <br />s - percent basin-wide shortage <br />n = number of years in the critical period. <br /> <br />The CRSS model, as explained above and in Appendix II, was used to <br />determine the quantity S(l+B) for use in the mass balance analysis. <br />Although the CRSS model could have been used to determine yield, it is an <br />. <br />unwieldy tool for shortage and probability analyses and would have required <br />considerable trial and error work at considerable expense. <br /> <br />The values input to the mass balance program are the annual natural flows <br />at Lees Ferry for 1906-1986 (see Hydrology section, above), the amount of <br />storage available, bank storage coefficient, percent shortage and minimum <br />release. The program provides output values for yield, defines the <br />critical period and computes the probability of meeting various demands <br />higher than the firm yield, given the input constraints. <br /> <br />The critical period is determined by examining all possible average flows <br />and their associated period up to 50 years, over the period of record, in <br />conjunction with the input storage value. <br /> <br />The storage value of 24.762 MAF determined from the CRSS data was based on <br />a monthly operation. Since the mass balance procedure uses only annual <br />data, it was necessary to make an adjustment to the storage value for use <br />with the mass balance program. Adjustments were made for both the <br />differences in the amount of streamflow over 25 years and seven months <br /> <br />6 <br />
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