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WSP06374
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Last modified
1/26/2010 2:22:29 PM
Creation date
10/12/2006 1:35:43 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8056
Description
Drought Preparedness
State
CO
Basin
Statewide
Date
6/1/1988
Author
Washington State DSH
Title
Guidelines for the Preparation of Water Shortage Response Plans
Water Supply Pro - Doc Type
Report/Study
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<br />PlAN CX)N!'ENT <br /> <br />A. Demand Analvsis <br /> <br />1.... Measuriha Consumotion <br /> <br />Most larger utilities monitor their supplies an::l keep records of col1S\.Ul'P'tion <br />an::l use. Source an::l service meters enable utilities to record col1S\.Ul'P'tion <br />infonnation on a regular basis. While metering presents the best method of <br />measuring col1S\.Ul'P'tion, several al~tives are available for utilities <br />without SO\.lrce or service meters: <br /> <br />a. If you have an "elapsed time" lI\eter on your well pump, an::l know the <br />pumping capacity of your well at a given pressure, you can detennine <br />how much water is consumed over a given period of time. Calculate back <br />one year an::l detennine your total arumal col1S\.Ul'P'tion. <br /> <br />b. If you have a storage reservoir, you can shut down the pumps an::l <br />detemine how much consumption you have in a 24-hour period by the <br />amount of reservoir draw-down you have in the same time period. Record <br />the reservoir level before shutting down the pumps an::l th~ again after <br />24 hours. Then turn the pumps back on. This should be done once a week <br />for two or three weeks, an::l the results averaged. It is important to <br />remember that without sufficient water storage, you may increase the <br />risk of not having adequate fire-flow. Therefore, it is best to perfonn <br />this exe=ise when the risk of fire is low. These risks are the same, <br />however, as the risks undertaken when emptying storage tanks to clean <br />or repair them. <br /> <br />c. A third way to estimate water col1S\.Ul'P'tion is to asStnne an average (non- <br />peak) demand in Washington sta~ of 100-140 gallons per day per person <br />an::l to multiply this amount by the population served within your service <br />area. In EasteJ:n Washington, however, water col1S\.Ul'P'tion is generally <br />much higher due to irrigation. This is the least accurate of the <br />estimation methods listed here. Among its disadvantages is that it does <br />not account for leaks within your system, nor does it account for large <br />users. If using this method, you may want to identify the large users <br />in your service area an::l to estimate their water use. Then, add this <br />number to your residential coIlS1.lIlption estimate. You may also want to <br />add another 10 pe=ent of this new amount for "unaccounted for" water, <br />such as system leaks. <br /> <br />b Water Consumotion Factors <br /> <br />a. User Characteristics <br /> <br />Whether metered or urnnetered, it is important to identify your customer <br />base by type of user (i.e.; agricultural, c:omme=ial, industrial, or <br />residential). Further breakdown of commercial an::l industrial users can <br />also be made (i. e., car wash, laundry, paper mill, etc.). Each of these <br />customer types requires different amounts of water. <br /> <br />8 <br />
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