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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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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 />.l <br /> <br />occurrence of the jet stream in a favorable location to influence large <br />precipitation amounts and other factors which cause precipitation. This <br />region was divided, therefore, into three approximately homogeneous sections <br />the Upper Colorado, Gunnison, and Green River Basin below the confluence <br />with the Yampa River; the San Juan River; and the Yampa and Green River <br />above the confluence with the Yampa River. TI1is la~t region includes a <br />portion of southwestern \-lyoming west of the Continental Divide. In the last <br />two regions satisfactory relationships between precipitation-frequency <br />values and topographic factors could not be developed. Relations (table 2) <br />were developed therefore between 2-year 24-hour precipitation and normal <br />annual precipitation and elevation. <br /> <br />.. <br /> <br />In the application of these relations it is sometimes necessary to <br />extrapolate beyond the range of the data used in the development. When the <br />equation used in Arizona and New Mexico was applied to the higher elevations <br />and larger normal annual precipitation amounts on the steep slopes of the <br />San Juan Mountains unreasonably large values were estimated. A new relation- <br />ship was developed restricting the data used to the southerly facing slopes <br />of the mountains in Colorado. The equation used previously in other <br />portions of the San Juan Drainage was used in the valleys and on the lower <br />slopes of the mountains. The tw'o relations give approximately the same <br />results in the lower elevations where the normal annual precipitation <br />amounts are within the range of the development data. <br /> <br />In the Upper Colorado, Gunnison and Green River Basin below the con- <br />fluence with the Yampa River, the normal annual precipitation, distance from <br />the point to the confluence of the Colorado and San Juan Rivers, and the <br />distance along this line from the point of interest to the nearest barrier <br />more than 2000 feet above the elevation of the point provided the best <br />procedure for estimating the 2-year 24-hour precipitation values. These two <br />geographic factors do have a physical basis. Moisture for this region comes <br />primarily from the Pacific Ocean in a southwesterly flow. The distance to <br />the confluence of the C~lorado and Green Rivers then measures the d~inution <br />of moisture with increasing distance from the moisture source. The second <br />factor is a reflection of the decrease of precipitation behind mountaiu <br />ranges. As the distance from a barrier incr~ases there is less effect of <br />the downwind barrier. Within this region the slopes are such that points <br />\'lith an elevation within 2000 feet of the crest are not in the region of <br />precipitation depletion behind the mountain. <br /> <br />~ <br /> <br />After satisfactory relationships were developed to estimate the 2-year <br />24-hour precipitation values for regions of sparse or no data, similar <br />relations were investigated for estimating the 100-year 24-hour amounts. <br />Little evidence was found of direct relations between normal annual precipi- <br />tation or topographic facto~s and lOO-year 24-hour p~ecipitation amounts. <br />The best relations developed related the 100-year 24-hour amounts to the <br />2-year 24-hour values and elevation. The same geographic regions used to <br />develop relations for estimating 2-year 24-hour values were used to develop <br />those (table 3) for estimating 100-year values <br /> <br />with records of adequate <br />24-hour precipitation <br /> <br />In eastern Colorado the number of stations <br />length to provide reliable estimates of the 2-year <br /> <br />8 <br /> <br />~ <br />o <br />.c: <br />I <br />~ <br />N <br />... <br />as <br />CIl <br />:>. <br />I <br />o <br />o <br />.-f <br />"d <br />; <br /> <br />I <br />N <br />co <br />~ <br />.... <br />~ <br />::s <br />c;:l. <br />~ <br />u <br />~ <br />.... <br />"d' <br />CIl_ <br />(I) (I) <br />::s ~ <br />o <br />(I).... <br />~ co <br />o CIl <br />.... ... <br />co <br />CIl'H <br />... 0 <br />'H ~ <br />o 0 <br />.... <br />(I) ~ <br />CIl c;:l. <br />........ <br />... ... <br />as u <br />"d (I) <br />~ CIl <br />::S"d <br />o <br />,0 ... <br />o <br />"d'H <br />CIl <br />NM <br />.... <br />.-f"d <br />as ~ <br />... as <br />CIl <br />~N <br />CIl <br />coco <br />CIl <br />CO.-f <br />~,o <br />.... as <br />) ~ <br />o <br />.c: CIl <br />(I) CIl <br />(I.l <br />0- <br />"d <br />as co <br />... 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