Laserfiche WebLink
<br />. <br /> <br />The lR-20 model computer routes runoff hydrographs for selected sub-basins at <br />designated design points. These design points. were placed at locations which were <br />representative for the basin runoff patterns. The 7.5 Minute Quadrangle Maps at a scale <br />of 1:24,000 were used to complement the field data for developing the input data for the <br />determination of the runoff patterns and characteristics and sub-basin hydrographs. <br /> <br />The rainfall values which were used were obtained from the "Precipitation-Frequency <br />Atlas of the Western United States", NOAA ATIAS 2, Volume ill for a 24 hour storm <br />event. The May-October precipitation values were used for the analysis. These values were <br />selected because the values are representative of a summer rainfall event which has been <br />the history of flood events for the basin. The rainfall values are shown in Table N. The <br />Type II storm distribution was used for the analysis. <br /> <br />. <br /> <br />TABLE N <br />SULPHUR CREEK BASIN <br />RAINFALL VALVES <br />for <br />May - October <br />(in inches) <br /> <br />10-year <br />25-year <br />50-year <br />lOO-year <br /> <br />1.7' <br />2.0 <br />2.2 <br />2.4 <br /> <br />. <br /> <br />Note: Value adjusted for consistences of input data. <br /> <br />. <br /> <br />The model input determinations for the Sulphur Creek Basin include: <br />o Soil Classification <br />Source: Soil Survey of Rio Blanco County Area Colorado, USDA Soil <br />Conservation Service dated May, 1982 <br />o Vegetative Cover and Condition <br />Source: Urban Hydrology for Small Watersheds, lR 55 dated June, <br />1986, Tables 2-2a and 2-2d <br />7 <br />