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Last modified
1/26/2010 10:11:58 AM
Creation date
10/5/2006 4:53:34 AM
Metadata
Fields
Template:
Floodplain Documents
County
Saguache
Stream Name
Saguache Creek
Basin
Rio Grande
Title
Radar Rainfall Reconstruction of Saguache Creek Flash Flood
Date
7/25/1999
Prepared For
CWCB
Prepared By
HDR Engineering, Inc.
Floodplain - Doc Type
Flood Documentation Report
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<br />~~' - <br /> <br />0.72" <br />1.20" <br />1.92" <br />2.40" <br />3.36" <br />3.36" <br />Table 2 <br />Relationship Between Peak 60-Minute and Peak 30-Minute <br />Rainfall Rates and Radar Reflectivity Levels. <br /> <br />.''''':" 55 ,,,.t'.t.J.1'-,,'''o;" <br />~. .'f...., <br /> <br />0.50 <br />0.85 <br />1.34 <br />1.68 <br />2.38" <br />2.38" <br /> <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />If you insert the values for PWI and the depth of the warm layer into <br />equations (2) and (3), the peak 60-minute rainfall rate is 3.42" and the peak 30- <br />minute rainfall rate is 2.38 inches. These rainfall rates are assigned to the grid <br />squares covered by radar reflectivity values of 50 dBZ or greater. Lower rainfall <br />rates are assigned to lower reflectivity values as shown in Table 2. <br /> <br />,'~ :';-'" t \ Radar.':Ii:-\:j:h~ 1'~! <br />_ . .P11ft.......'" . ,1"1:.' <br />'.' - dBZ - Level. <br />". K, "'25W'If."I;.;;"'F <br /> <br />30'- -. <br /> <br />35 . " <br />.", ~ _r 40 "''4''T'lT'. <br /> <br />- 45 'hJ.,,'" . <br />"50, . <br /> <br />:. 'fi" : <br /> <br /> <br />Peak 60-mln <br /> <br />HMS utilized the Doppler radar from the National Weather Service (NWS) <br />WSR-88D located at Pueblo, Colorado. This radar is located about "'115 miles <br />from the basin and provides fairly accurate radar reflectivity observations, HMS <br />notes that the Pueblo is slightly affected by the passage of its beam over higher <br />terrain to the west. HMS estimates that up to 30% of the lower half of the beam <br />may be attenuated as it shoots towards the Saguache location along a 255- <br />degree radial. However, this factor matters little as HMS does not use the <br />absolute strength of the radar reflectivity to calculate the rainfall rates but rather <br />uses the strength of the maximum reflectivity to identify the location of the <br />heaviest rainfall. The rate is calculated by the HMS 2-D cloud model, <br /> <br />As the radar reflectivity data field is received and mapped; each grid <br />square is assigned a reflectivity value of 0 through 7. Table 2 above shows the <br />reflectivity values and their associated dBZ values. <br /> <br />3.4 Analysis of Radar Reflectivity and Rainfall <br /> <br />This section will encompass an examination of the radar reflectivity <br />pattern and the rainfall pattern that accompanies it. The resolution of the radar <br />reflectivity data allows it to define the radar reflectivity for 0,65 by 0.65 square <br />mile area, Figure 6 shows a summation of the reflectivity value for each grid <br />square for the duration of the storm. Note that a rainfall rate (See Table 3) is <br />assigned to each radar reflectivity factor for each observation and the storm total <br />rainfall is a summation of these individual rainfall observations. Note that the <br />grid is segmented into an outer and inner grid and that the inner grid is split <br />along the stream location of the valley of the basin, <br /> <br />10 <br />
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