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FLOOD10479
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Last modified
1/26/2010 10:13:00 AM
Creation date
10/17/2007 2:50:09 PM
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Template:
Floodplain Documents
County
Statewide
Basin
Statewide
Title
Precipitaion - Frequency Maps for Colorado
Date
10/1/1967
Prepared For
Engineering Division, Coil Conservation Service
Prepared By
Special Studies Branch, Office of Hydrology
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />. <br /> <br /> <br /> <br />. <br /> <br />In June 1965 a storm over eastern Colorado produced some ve <br />rainfalls. Some of the amounts were new maxima of record for va <br />rations. How much difference did these large values make in the <br />precipitation- and rainfall-frequency maps prepared in this investigation? <br />Not all of the extreme values occurred at regular rainfall reporting <br />stations. Some of the largest values were obtained from "bucket surveys". <br />Several stations with long records did receive record values, e.g., Holly <br />and Two Buttes. Comparison of the data at these stations indicated that the <br />2-year value for both the 6- and 24-hour duration would increase from 0.1 to <br />0.2 of an inch, and that the 100-year value would increase by approximately <br />1-1/2 to 2 inches. Only about five percent of the stations in southeastern <br />Colorado experienced outstanding values in this storm. At these stations <br />the 1965 storm produced precipitation amounts more than twice as high as the <br />previous maxima of record. These values probably have return periods <br />greater than 100 years, and the frequency maps have not been uniformly <br />increased by the 1-1/2 to 2 inches that these few stations would indicate. <br />The isopluvials in the portion of the state,like all those for all other <br />regions, are based on a regional generalization of the data from all stations <br />~_ .a-\.._ ___.1__ <br />.Lll I.lll:: I. l::l!; .LUll. <br /> <br />ry intense <br />rious du- <br /> <br />The major centers of rainfall-frequency values are located on the most <br />exposed and steepest slopes of the mountains. Where the crest of the range <br />under investigation was 3,000 to 4,000 feet above the plains region to the <br />windward of the mountains, the highest isopluvial line should extend past <br />the crest and include a little of the lee side of the mountain. Where the <br />crest of the range was 8,000 to 10,000 feet above the plains region to the <br />windward of the mountain range, then the center of the highest isopluvial <br />line would generally be at about 4,000 to 6,000 feet above the plains region. <br />For mountain ranges with crests between these extremes, the placement of the <br />highest rainfall-frequency values would depend on the degree of exposure of <br />the mountain range to moisture-bearing wind, the steepness of the slope and <br />other orographic factors, which could be utilized only in subjective <br />reasoning based on experience. The maximum isopluvials are located farther <br />downslope on the May-September maps than they appear on annual maps. This <br />is presumably due to the heavy contribution to the May to October values <br />given by summer showers and thunderstorms. In general, isopluvial centers <br />for the longer return periods tend to occur at lower elevations than the <br />centers for the sl~orter return periods. The distance downslope that the <br />center is displaced depends on the exposure and steepness of the slope. <br />Centers will be displaced less on a steep slope than on a gentle slope <br />similarly exposed. This is a result of the downwind carry of precipitation <br />formed over lower elevations. It is not always possible to depict these <br />variations on maps, however, because of the steep isopluvial gradients along <br />mountain slopes. <br /> <br />Smoothi data read from the maps. The complex patterns and steep <br />gradients of the isopluvials combined with the difficulties of interpolation <br />and accurate location of a point on a series of maps might result in incon- <br />sistencies in data read from the maps. Such inconsistencies can be minimized <br />by fitting smooth curves to a plot of the data on logarithmic paper. <br /> <br />15 <br />
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