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PROJ00001
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Last modified
11/19/2009 11:22:19 AM
Creation date
10/5/2006 11:28:58 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153168
Contractor Name
Delta, City of
Contract Type
Loan
Water District
40
County
Delta
Bill Number
SB 77-35
Loan Projects - Doc Type
Feasibility Study
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<br />I <br /> <br />I <br /> <br />I <br /> <br />For comparison to treatment plant effluent, the average quan- <br />tity of water supplied from Grand Mesa on a monthly basis is also <br />shown on the graph as a series of dashed horizontal lines. This <br />quantity is based on flow measurements taken daily at a cippolitti <br />weir located in the main stem of the collection system just ahead of <br />the Delta Control Reservoir which we have averaged for each month of <br />the year. The supply from Grand Mesa is very closely regulated to <br />maintain water stored in the Delta Control Reservoir at the high <br />water level. Thus, except for periods in the spring when the Delta <br />Control Reservoir might be spilling, the supply very nearly matches <br />the filter plant effluent. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />A study of the daily filter plant effluent records was <br />made to determine the relationships in production between peak <br />periods and average periods particular to Delta. This information <br />will be useful in preparing the water use forecast which will <br />appear in the next section. A summary of average and maximum <br />water production at the filtration plant by year, month, week, <br />day and hour for each year is shown in Table 111-3. Based on <br />these actual production records, the ratio of maximum month produc- <br />tion to average monthly production for the City of Delta was found to <br />be approximately 1.50 to 1. The ratio of maximum week production to <br />average weekly production was approximately 1.60 to 1. The ratio of <br />maximum day to average daily production was generally 1.70 to 1. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />III - 14 <br /> <br />II <br />
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