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Last modified
2/2/2018 2:43:22 PM
Creation date
2/2/2018 2:34:26 PM
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Dam Safety
Document Date
12/21/2017
Document Type - Dam Safety
Report
Division
5
Dam ID
530212
Subject
COPPER SPUR DAM - SPILLWAY ADEQUACY ANALYSES
DWR Send/Recipient
JACKIE BLUMBERG, ALAN MARTELLARO
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NOAA Atlas 14, Volume 6, Version 2 <br />Location name: Toponas, Colorado, USA'' <br />Latitude: 39.9663°, Longitude: -106.6409° <br />r Elevation: 9130.16 it"* } <br />'source: ESRI Maps A <br />^ source: USGS '• ""� <br />POINT PRECIPITATION FREQUENCY ESTIMATES <br />Sanja Perics, Deborah Marlin, Sandra Pavlovic, Ishan! Roy, Michael St. Laurent, Carl Trypaluk Dale <br />Unruh, Michael Yelda, Geotrery Bonnin <br />NOAH, National Weather Service, Silver Spring, Maryland <br />PF tabular I PF graphical I Maps & aerials <br />PF tabular <br />PDS -based point precipitation frequency estimates with 90% confidence intervals (in inches)1 <br />Average recurrence interval (years) <br />Duration <br />1 <br />���� <br />2 <br />5 <br />10 <br />25 <br />50 <br />100 <br />200 <br />500 <br />1000 <br />F(0.-104.-1-82-376 <br />F0-.407.5-07-9975)0.458-0932 <br />5 -min <br />0.087-0.1144 <br />0.27-0387 <br />0.2948.498 <br />0.364-0.667 <br />0.489-1.08 <br />0.530.726 <br />0.568-839 <br />10 -min <br />0.127 -0.210)11(0.207-0.345)11(0.333-0.558)11(0.430-0.729)70.5337 <br />0.67047776 <br />0.670-7137 <br />0.7761.58 <br />0.761.84 <br />0.82732.04 <br />15 -min <br />0.755-0 2561(0.253-0.421)11(0.406-0.680) <br />0.525-0.889 <br />0.6498.19 <br />0.744-73.42 <br />0.817-1.67 <br />0.874-1.92 <br />0.946-2.24 <br />1.00 2849 <br />30 -min <br />2.38 <br />9.64 <br />0.285-0 357 <br />0.388-0.529 <br />0.481-0 805 <br />0.610-8703 <br />0.752 <br />0.859 <br />0.946-5.3 <br />1.0224 <br />1.112264) <br />(1.18 -2.94 <br />0.383 <br />0.493 <br />0.704 <br />0.877 <br />1.11 <br />7.29 <br />7.47 <br />1.84 <br />1.86 <br />2.05 <br />60 -min <br />I(O.282-0.469)11(0.383-0.637)11(0.545-0.913)11(0.675-1.14)1l(O.823-1.51)11(0.935-1.79)11 <br />(1.03-2.10)11(l.11-2.44) <br />(1.21-2.88) <br />(1.30-3.22) <br />0.449 <br />0.5n <br />0.787 <br />0.962 <br />1.20 <br />1.39 <br />1.58 <br />1.77 <br />2.03 <br />2.22 <br />z -hr <br />(0.352-0.574) <br />(0.452-0.739) <br />(0.615-1.01) <br />(0.747-1.24) <br />(0.903-1.62) <br />(1.02-1.91) 11 <br />(1.12-2.24) <br />(1.212.60) <br />(1.333.09) <br />(1.423.46) <br />0.519 <br />0.639 <br />0.837 <br />1.00 <br />1.24 <br />1.43 <br />1.61 <br />1.81 <br />2.07 <br />2.27 <br />3 -hr IF <br />(0.410.0.661) <br />(0.503-0.813) <br />(0.657-1.07) <br />(0.785-1.29) <br />(0.937-1.67) <br />(1.051.95) 11 <br />(1.15-2.28) <br />(1.242.64) <br />(1.373.13) <br />1 (1.463.50) <br />0.671 7F <br />0.783 <br />0.972 <br />1.14 <br />1.37 <br />1.56 <br />1.75 <br />1.95 <br />2.23 <br />2.45 <br />6 -hr IF <br />1(0.534-0.846)11(0.622-0.988)11 <br />(0.70-1.23) <br />(0.895-1.45) <br />(1.051.82) 11 <br />(1.16-2.11) 11 <br />(1.252.45) <br />(1.352.3) <br />(1.49-3.34) <br />1 (1.593.73) <br />0.882 <br />0.989 <br />1.21 <br />1.40 <br />1.87 <br />1.90 <br />2.13 <br />2.36 <br />2.73 <br />3.00 <br />12 -hr <br />(0.692-1.08) <br />(0.73-1.24) 11 <br />(0.964-1.51) <br />(1.11-1.76) 11 <br />(1.30.2.21) 11 <br />(1.432.55) 11 <br />(1.552.96) <br />(1.673.42) <br />(1.844.05) <br />(1.97-4.52) <br />1.09 <br />1.24 <br />1.51 <br />1.74 <br />2.08 <br />2.36 <br />2.88 <br />2.96 <br />3.42 <br />3.77 <br />24h7r <br />(0.351.35) <br />(1.01-1.54) 11 <br />(1.22-1.87) 1 <br />(1.632.73) <br />(1.80.3.15) <br />(1.963.65) <br />(2.11-4.2) <br />(2.335.01) <br />(2.505.61) <br />2 -day <br />1.37 <br />1.12-1.68 <br />1.55 <br />1.27-1.90 <br />1.87 <br />1.52-2.30 <br />2.15 <br />1.742.66 <br />2.57 <br />2.033.33 <br />2.91 <br />2.24$.83 <br />3.27 <br />2.444.44 <br />3.86 <br />625.13 <br />4.20 <br />2.90.6.09 <br />4.83 <br />3.115.81 <br />3 -day <br />(1.29-1.92) <br />1.47-2918 <br />1.77-12.65 <br />2033 07) <br />(2.36-3.83) <br />(2.67-4840) <br />(2.83-5.08) 11(3.035.3 <br />33 4591 <br />3.57-7871 <br />4 -day <br />144-2.12 <br />1.642.41 1.97-2992) <br />(2.26-3.38) <br />(2.67-4.20 <br />268482 <br />(3.12-5.55) <br />.345.36 <br />36 57.51 <br />3.979.37 <br />2.9 0 <br />3.30 <br />4.3 <br />4.8 <br />6.11 <br />7 -day <br />1.87 2963 <br />20395(2.40-3.51)3.131-4.92(3.41-5.61) <br />3689.44 <br />.92-79371(4.29-8.64) <br />4.58 9961 <br />2.57 <br />2.8533.01 <br />10 -day <br />(2.14-3.07) <br />2.77-44.91 <br />1-4.55.77 <br />3.13 <br />355554 <br />3.879.30(4.16-7.20) <br />4.439.21(4.84-9.62) <br />5. 5-1.7 <br />20 -day <br />(3.09-4.34) <br />34 0.4.79) <br />(3.9M.58) <br />(43 8-628 <br />494-7.56) <br />(5.3M.52) <br />(5.29266 <br />60477.0) <br />1(6.55-12.7) <br />1(6. 384.0 <br />30 -day <br />3.47544 <br />4.329.02 <br />500.01 <br />55 57.87 <br />(6.21-9.38) <br />6:0.0.5 <br />(7.11-11.8) <br />.46- 3.3 <br />8.00.15.3 <br />8.412- 6.8 <br />45 -day <br />5.079.88) <br />(5.56-7.65) <br />(64 4992) <br />(7.14-10.0) <br />(7.90-617.8 <br />(8.47-13.1) <br />(8.91-14.6) 11(9.26-16.3) <br />9.80.8.5 <br />10.2- 0.1 <br />60 -day <br />59 89.15 <br />66 59 10 <br />: 3 0.6 <br />8.56-71.9 <br />9.39 3.9 <br />10.0.15.4 <br />10.517.0 <br />108418.8 <br />11 321.0 <br />11.78 2.7 <br />t Precipitation frequency (PF) esfimates in this table are based on frequency analysis of partial duration series (PDS). <br />Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates <br />(for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds <br />are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. <br />Please refer to NOAA Atlas 14 document for more information. <br />Back to Top <br />PF graphical <br />
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