Laserfiche WebLink
<br />. <br /> <br />Another procedure often used to estimate flood magnitudes <br />for various frequencies employs a regional analysis method developed <br />by the U. S. Geological Survey. The details ,of this procedure are <br />described in USGS Water Supply Paper No. J68;3, entitled "Magnitude alL <br />and Frequency of Floods in the united States, Part 9, ColoradQ River <br />Basin." Under the procedure, the Anthracite Creek basin is within <br />Region A and Hydrologic Area 5. The mean annual flood for area 5 <br />is estimated by the equation <br /> <br />Q2.33 = 0.506AO.76Hl.90 <br /> <br />where Q2.33 is the mean annual flood, A is the area in square miles <br />and H is the mean elevation of the basin in thousands of feet above <br />sea level. The mean annual flood for Anthracite Creek'below Erickson <br />Springs calculated to be <br /> <br />Q2.33 = 1,068 cfs <br /> <br />for a tributary area of 85 square miles and a mean basin elevation <br />of 9,500 feet. <br /> <br />The relationship between the mean annual flood and other <br />frequencies for Hydrologic Region A is <br /> <br />. <br /> <br />Recurrence <br />Interval <br /> <br />Ratio <br /> <br />2.33 <br />5 <br />10 <br />25 <br />50 <br />100 <br /> <br />1.0 <br />1.25 <br />1.5 <br />1.7 <br />1.9 <br />2.1 (extrapolated) <br /> <br />Using the extrapolated ratio of 2.1, the 100-year flood is estimated <br />at <br /> <br />Q100 = (2.1) (1,068) = 2,243 cfs <br /> <br />. <br /> <br />A third estimate of the 100-year discharge was made using <br />the CWCB Technical Manual No.1, entitled "Manual for Estimating <br />Flood Characteristics of Natural-Flow Streams in colorado." Under <br />this method, the study reach is defined as being an ungaged site) <br />.and the Anthracite Creek basin above the study reach falls partly <br />in the Southern Plateau Region (below elevation 7,500 feet) and <br />partly in the Mountain Region (above 7.500 feet). This is described <br />in the manual as a mixed population flood area, requiring the use <br />o'f Procedure 2 (page 30). <br /> <br />j4 <br />