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PROJ00137
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PROJ00137
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Last modified
11/19/2009 11:43:09 AM
Creation date
10/5/2006 11:38:26 PM
Metadata
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Template:
Loan Projects
Contract/PO #
C153467
Contractor Name
Greeley, City of
Contract Type
Loan
Water District
0
County
Weld
Bill Number
XB 99-999
Loan Projects - Doc Type
Feasibility Study
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<br />I <br />1 <br />1 <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />=============================================================================== <br /> <br />Table IV;2 <br />Average Monthly Demand Pattern for the Peri od 1981.1985 <br /> <br />Month <br /> <br />Percent of Annual Demand <br /> <br />January <br />February <br />r~arch <br />April <br />r~ay <br />June <br />July <br />August <br />September <br />October <br />November <br />December <br /> <br />5 <br />5 <br />5 <br />8 <br />9 <br />12 <br />15 <br />14 <br />11 <br />6 <br />5 <br />5 <br /> <br />=============================================================================== <br /> <br />The historical and projected maximum day demands within the City of Greeley <br />water service area are shown on Table IV.3 for the period from 1971 to 2015. <br />The Table also displays the precipitation which occurred during the April 1 to <br />September 30 irrigation season. For the historical period, the maximum day <br />demand averaged 39.3 mgd, and the irrigation season precipitati on averaged <br />10.12 inches; The 1985 maximum day use was 43.4 mgd, but the largest daily <br />demand on record was the 47.4 mgd which occurred in 1980. <br /> <br />Maximum day demands are important because water treatment facilities are <br />desi gned based on thei r capaci ty to produce treated water. The projected <br />values from 1990 to 2015 were calculated by multiplying the projected average <br />annual daily demand by a peaking factor of 2.4. This is the average peaking <br />factor over the 1 ast 15 years for the Ci ty of Greel ey water system. The <br />maximum daily demand projected for the year 2015 is 83.0 mgd. <br /> <br />The peak hourly rates are important as the basi s for si zi ng di stributi on <br />works. Over the 1 ast fi ve years, the maximum hourly rate of consumpti on <br />ranged from a low of 65.9 mgd in 1985, to a hi gh of 78.8 mgd in 1981; The <br />average for the 1981 to 1985 peri od was 73.5 mgd, or about 400 percent of the <br />average daily consumption. <br /> <br />-22- <br />
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