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Last modified
1/26/2010 12:26:57 PM
Creation date
10/11/2006 9:51:19 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.100.40
Description
CRSP
Basin
Colorado Mainstem
Date
3/14/1963
Author
USDOI
Title
Sixth Annual Report on the Statuts of the Colorado River Storage Project
Water Supply Pro - Doc Type
Annual Report
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<br /> <br />22 <br /> <br />CO~ORADO RIVER STORAGE PROJECT <br /> <br />ElXPLAN,ATION OF SHEET 1 OF 8 <br />Column (2): Actual; flow of Colorado River at Grand Canyon. Flow meas~ <br />ured and data furnish;ed by Geological Survey. <br />Column (3): ActuaLtotal net Lake Mead loss. This is a water budget com~ <br />putation using the-measured flow at Grand Canyon as inflow to Lake Mead, the <br />actual release from Hoover Dam and the actual measured storage change in <br />Lake Mead. It includes -unmeasured inflow to the river and lake below the Grand <br />Canyon gaging station', evaporation loss from the lake, changes in bank storage, <br />and diversions from the lake to Nevada. <br />Columns (4) and (D): Total Hoover release. Water flowing in river below <br />Hoover Dam is recorded in this column. <br />Column (6): Downs~ream water requirements. This is the minimum monthly <br />downstream water requirement defined in section 3 of operating principles. This <br />requirement will be estimated by months at the beginning of each year, and <br />adjusted to aotual at the end of each month. <br />Column (7): Lake Mead end-of-month content. Surface storage at end of <br />month (changes in.banl-< storage are reflected in column (3)). <br />Column (8): Lake ,Mead end-of-month elevation. Elevation corresponding <br />with end-of-month content shown in column (7). <br />Column (9): Lake Mead, mean elevation. Computed as average of elevations <br />at end of previous month and end of current month. <br />Column (10): Lake: iMop.ave, mean monthly elevation. Computed as average <br />of elevations at end of) previous month and end of current month. This is used <br />in computation of tailwater elevations for Hoover powerplant. ' <br />Column (11): Hoov~r powerplant-average tailwater elevation. Values to be <br />taken from Hoover po~erplant tailwater curves, drawing 45-300-59, and will be <br />based upon Hoover release (col. 5) and Lake Mohave mean monthly elevation <br />(col. 10), ., <br />Column (12): Hoov,er powerplant average static head. Computed as column <br />(9) minus column (11). . <br />Column (13): Total energy at 83 percent efficiency. Values. are computed by <br />equation: Kw,-hr.=1.025Xefficiency (83 percent) X static head (eol. 12) Xrele..e <br />in acre~feet (cot 4). . <br />Column'(14): Firm energy. Same as column (13), but not to exceed scheduled <br />firm energy (cot 14, sreet 3). Show annual total only in the .event there is no <br />deficiency indicated 01 basis of total annual generation. <br /> <br />< <br /> <br />, <br />
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