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FLOOD06805
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Last modified
1/25/2010 7:10:01 PM
Creation date
10/5/2006 2:31:58 AM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Community
State of Colorado
Stream Name
All
Basin
Statewide
Title
Colorado Extreme Storm Precipitation Data Study
Date
5/1/1997
Prepared For
State of Colorado
Prepared By
CSU
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />Geological Survey Water Supply Papers This is the highest recorded discharge in the USGS files <br />(excluding the 1891 Chambers Lake dam failure and the May, 1904 flood) for tills gage For <br />comparison, the May 3 I, 1930 storm occurrence was recorded in Water Supply Papers; the flood <br />discharge (estimated) for this event was 10,200 cfs and wiped out the gage_ Two questions arise: did <br />a significant rainfall occur (extreme precipitation), and is the 1901 discharge accurate (suspect) as it <br />exceeds the 1930 event. <br /> <br />c) Identification of areas in Colorado where little to no extreme precipitation data exist and very <br />few instances of flooding have been noted_ <br /> <br />One area targeted by the Colorado Climate Center for investigation is Region 6, the Northern Rocky <br />Mountain interior valleys and plateaus, which includes Craig, Meeker, Rifle, and vicinity An <br />examination of the extreme streamflows may identify snowmelt as the primary (if not only) <br />mechanism for flood discharge_ The results from this investigation may have significant ramifications <br />on the future development of Probable Maximum Precipitation estimates for this region. <br /> <br />Indirect File Documentation <br /> <br />The Indirect File list is a modified version of the US Geological Survey Indirect Discharge <br />Measurement file. The file has been slightly altered to Microsoft Excel spreadsheet format; the <br />original data has not been altered except for presentation in a column format. <br /> <br />The list includes all known indirect discharge measurements made by the US Geological Survey <br />Colorado District, thus it is not inclusive to extreme events (for example, greater than a 100-year <br />event). Due to the dangers and destructive nature of floods, accurate measurements at the time of <br />the peak discharge are very difficult and seldom attempted Indirect measurements are made at a <br />location after the flood has passed. Typical site selection is: a gaging station destroyed by a flood; <br />a flood discharge which is much higher than the existing rating curve (stage-discharge relation); or <br />where loss of life, significant property damage, or roadlbridge damage has occurred. The file is the <br />primary source for flood discharge measurements for Colorado, and encompasses the major drainage <br />basins and counties in Colorado. <br /> <br />The list contains locations, dates, discharge estimates, type of measurement, and brief quality <br />descriptor. <br /> <br />Location- <br /> <br />Gage locations are noted by Colorado County, USGS Gaging Station number, <br />Iatitude/Iongitude, and brief description/location. <br /> <br />Type of Measurement: the indirect measurmnent method used is indicated by the following <br />measurement type codes: <br />I - Slope area; 2 - weir; 3 - culvert; 4 .- contracted opening; <br />5 - float; 6 - critical depth. <br /> <br />c -2 <br />
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