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Last modified
1/26/2010 2:23:46 PM
Creation date
10/12/2006 1:47:27 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8200.766
Description
Gunnison River General
State
CO
Basin
Gunnison
Water Division
4
Date
6/29/1988
Author
BOR
Title
Paonia Project - Paonia Reservoir - Area and Capacity Tables - June 29 1988
Water Supply Pro - Doc Type
Data
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<br />e <br /> <br />rf <br /> <br />e <br /> <br />The tables for Paonia Reservoir were generated by means of the area-capacity program ACAP85. <br />using the least squares method of curve fitting developed at the Denver Office. This program computes <br />area at 1.0, 0.1-, and O.Ol-foot increments by linear interpolation between basic data contours. The <br />respective capacities and capacity equations are then obtained by integration of the area equations. <br />The initial capacity equation is tested over successive intervals to check whether it fits within an <br />allowable error term. This one equation is used over the whole range that fits within this error <br />term. At the next interval beyond, a new capacity equation (integrated from the basic area equation <br />over that interval) begins testing the fit until it too exceeds the error term, The capacity curve <br />thus becomes a series of curves, each fitting a certain region of data. The final area equations are <br />obtained by differentiation of the capacity equations. Capacity equations are of the form <br />y - al + a2x + a3x2 where y is capacity and x is the elevation above an elevation base. The equations <br />for Paonia Reservoir are shown below. (c - o.nOOOOl) <br /> <br />PAGNIA RESERVOIR, PAGNIA PROJECT, COLORAUO <br />1988 AREA ANO CAPACITY TABLES <br />EQUATION ELEVATION CAPACITY COEFFICI~NI COEFFICIENT CotFFICIENT <br />~U~BER B.~~~. BA~~. .AI( INl~~~~pr) A2~ l~T lE~M) AJ(2ND lE~M ) <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br /> <br />6328.40 <br />6330:0q <br />6340.00 <br />6350.00 <br />6~60.00 <br />6370.00 <br />6380,00 <br />6390,00 <br />6400.00 <br />641000 <br />6420 00 <br />6430.00 <br />6440.00 <br /> <br />o <br />9 <br />,84 <br />461 <br />843 <br />1345 <br />2070 <br />3252 <br />4876 <br />6895 <br />9319 <br />12053 <br />15052 <br /> <br />,0000 <br />9. "40~ <br />184.4400 <br />461.9400 <br />843.4400 <br />1345.9400 <br />2070.9400 <br />3252.9400 <br />4876.9400 <br />689!::l.94QO <br />9319.4400 <br />12053.4400 <br />15052.SQ16 <br /> <br />,0000 <br />11. BOOO <br />23. :1000 <br />32 . 3000 <br />44.0000 <br />56 5000 <br />88.15000 <br />147.9000 <br />176 9000 <br />226.9000 <br />257.8000 <br />289.0000 <br />J 10. 76HEI <br /> <br />3.6875 <br />5700 <br />4550 <br />.~EI!:iO <br />.6'l~O <br />1.6000 <br />2.9700 <br />I 4500 <br />2.5000 <br />1. !::l4~O <br />1 ~600 <br />1.O~OO <br />I . jB~~ <br /> <br />Basic data for these tables were obtained using the range method for the Paonia Reservoir sediment <br />I'esurvey completed en June 29, 1988. Ranges were profi led by standard surveying techniques and using <br />j distance Ill?ter and echo sounder. The resurvey was run by personnel from the Denver Office and from <br />the Grand Junction Projects Office, Colorado. Reduction of the field data was begun in the project <br />office and completed at the Denver Office. <br /> <br />(""., <br /> <br />e <br /> <br />,~ <br />-;:p <br />f.-" <br />..... <br />f..... <br />r", <br /> <br />~ <br />
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