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FLOOD03173
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Last modified
1/25/2010 6:26:31 PM
Creation date
10/4/2006 11:30:16 PM
Metadata
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Floodplain Documents
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Statewide
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Basin
Statewide
Title
State of Colorado 2002 Flood Documentation Report
Date
1/1/2003
Prepared For
CWCB
Prepared By
ICON Engineering, Inc.
Floodplain - Doc Type
Flood Documentation Report
Supplemental fields
Water Division
a
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />II <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />- ... <br />a;: <br />po <br /> <br />... -. .... - ___ rr <br /> <br />(.#~ <br />. t4f"....;: <br />.. .- <br />"., .' :.1". ..f' <br />.... <br />....i~ .. <br /> <br />r <br /> <br /> <br />i .j <br />. .....r'. <br /> <br />.. ' <br /> <br />.. - <br />- .- <br /> <br />Figure 4.15 - State of Colorado NEXRAD <br />Radar Image August 3"', 2002 at 5:00PM. <br /> <br /> <br />Net: <br />~ <br /> <br />~~ <br />51 ;;1 <br />"' III <br />.:.."' <br />o III <br />Oldahom <br /> <br />Figure 4.16 -Map of the Town of Durango In <br />Relation to the State of Colorado. <br />Map courtesy of Mapquest webslte. <br /> <br />Hvdrolol!ic and Hvdraulic Conclusions <br /> <br />There was no flooding associated with any streams or rivers in the studied area Any <br />damage was due to the increased intensity of mudslides and overland flow from the effects <br />of the Missionary Ridge fire. <br /> <br />According to information obtained from Mapquest, the Animas River runs through the city <br />of Durango at an elevation of approximately 6550 feet. Vallecito and Lemon Reservoirs are <br />located to the northeast of Durango at elevations of7671 and 8143 respectively. The <br />Vallecito Reservoir empties to the south into the Los Pmos River and the Lemon Reservoir <br />makes use of the Florida River as a discharge point. <br /> <br />Hydrologic analyses were performed using available baseline data from NOAA Atlas 2 in <br />order to generate Intensity Duration Frequency, or IDF, curves for rainfall events within the <br />Durango area Using the varying amounts of rainfall mentioned in the Storm <br />Characteristics section of this report, and the estimated duration ofthe storm, one could <br />estimate the frequency of the specific events. The results of this analysis are shown in <br />Table 4.1 below. <br /> <br />Table 4.1 - Hydrologic Analysis Summary <br /> J ulv 23, 2002 Storm AUl!ust 3, 2002 Storm <br />Estimated Duration (hours) 3.0 3.0 <br />l.' YR Total Precipitation (in.) 0.81 0.81 <br />.YR Total Precipitation (in.). 8.HOUR DURATION 1.10 <br />5.YR Total Precipitation (in.) 1.71 <br />5. YR Total Precipitation (in.). t.HOUR DURATION 1.42 <br />Total Event Precipitations As Reported (in.) 1.4 (t-HOUR DURATION) 0.75 (8-HOUR DURATION) <br /> 0.57 0.80 <br /> 0.52 0.27 <br /> 1.48 0.42 <br /> 0.30 0.30 <br /> 0.20 <br />Est. Event Freauenev (vr) Less Than 2 to Less Than 25 Less Than 2 <br /> <br />ICON Engineering, Inc <br /> <br />January 2003 <br /> <br />32 <br />
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