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Last modified
1/25/2010 6:48:32 PM
Creation date
10/5/2006 1:19:18 AM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Community
State of Colorado
Stream Name
All
Basin
Statewide
Title
Survey of Thunderstorm Rainfall Characteristics - 1979 to 1988
Date
9/1/1989
Prepared For
CWCB
Prepared By
Henz Kelly Associates
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />I <br /> <br />I <br /> <br />I <br /> <br />indicated in Storm Data and noting the highest and lowest <br />elevation within 2 miles Df the report, If s specific site was <br />noted then the site elevation was used. By listing the highest <br />and lowest elevation near the report, potential biases inherent <br />in locating the rain center without the use Df radar informatiDn <br />were partially addressed. In some cases use was made of the UDPCD <br />flash flood prediction program lDg to assign the most reasDnable <br />location with a conservative bias towards lower elevation <br />locations. <br /> <br />I <br /> <br />I <br /> <br />Pigures 2 and 3 show plots of the total thunderstorm rainfall <br />amDunt and the lowest and highest elevatiDn near the repDrt, When <br />the lDwest elevation is considered 10 of 24 or about 40% of the <br />reports occurred above 8,000 feet. When the highest elevation is <br />considered 20 of 24 reports or 83% occurred with portion of the <br />rainfall above 8,000 feet. Clearly rainfall of 2,00 inches or mDre <br />tDtal or intensity is no stranger to elevatiDns above 7500 feet. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Another perspective on the rainfall data is apparent when the <br />amount of the thunderstorm rainfall is plotted against the <br />duration. It is interesting to note in Pigure 4 most reports <br />had durations of 1 hDur or less. High intensity rainfall of 2-3 <br />inches in 30-60 minutes made up almost 50% of the sample. If the <br />hourly rainfall rate is calculated using the amount and duratiDn, <br />two-thirds Df the sample hDurly rates are 3.00 inches per hour Dr <br />more and a third of the sample support a hourly rate or 4.00 inches <br />per hDur or mDre as seen in Pigure 5, Two reports suggested <br />extreme rstes of over 10 inches per hour. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />If the DbservatiDns from the 24 storm events in the sample are <br />used tD create an average storm, the fDllowing characteristics <br />are dervived: <br /> <br />I <br /> <br />a. The average storm rainfall is 2.06 inches falling in a <br />average time period of 38 minutes. <br /> <br />b. The average hourly intensity is 3.25 inches per hour. <br /> <br />I <br /> <br />c. Steering winds in the cloud layer are sDutherly at 20 mph <br />while sub-cloud layer winds are easterly at 15 mph. StDrm <br />movement is nDrtherly at 10 mph. <br /> <br />I <br /> <br />d. The center of the stDrm will be at 8,200 feet and the <br />storm's aresl coverage will extend dDwn tD elevations Df <br />7,500 feet and up tD elevations Df 9,000 feet. <br /> <br />I <br /> <br />I <br /> <br />It is difficult to place undue significance on the results <br />Df this survey withDut the benefits Df a mDre complete study. A <br />.Dre cD.plete study should use radar data tD pinpoint storm <br />location, amount and coverage, weather data to estimate <br />thunderstDrm rainfall pDtential and movement. It should alsD <br />include an investigation of the nDrthern and southern portiDns Df <br /> <br />I <br />I <br />I <br />
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