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FLOOD10389 (2)
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Last modified
11/23/2009 12:47:52 PM
Creation date
7/25/2007 10:12:39 AM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
577
County
Conejos
Community
Manassa
Stream Name
Conejos River
Title
Floodplain Information Report - Manassa Colorado
Date
8/1/2004
Prepared For
Manassa and CWCB
Prepared By
Love and Associates
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I Table 1. Regional flood-frequency equations, Colorado <br />I [Q, discharge. in cubic feet per second; A, drainage area, in square miles; P, mean annual precipitation, in inches; S, mean drainage-basin slope, in foot per foot] <br />Recurrence interval, Standard error Average standard <br /> in years Regression equation of the model, error of prediction, <br /> in percent in percent <br />I Mountain region <br />2 Q = 11.0 (A) 0.663 (S + 1.0) 3.465 58.5 59.6 <br /> 5 Q = 17.9 (A) 0.677 (S + 1.0) 2.739 47.7 48.6 <br />I 10 Q = 23.0 (A) 0.685 (S + 1.0) 2.364 43.7 44.6 <br />25 Q = 29.4 (A) 0.695 (S + 1.0) 2.004 41.4 42.3 <br /> 50 Q = 34.5 (A) 0.700 (S + 1.0) 1.768 41.4 42.3 <br />I 100 Q = 39.5 (A) 0.706 (S + 1.0) 1.577 42.4 43.4 <br />200 Q = 44.6 (A) 0.710 (S + 1.0) 1.408 44.2 45.2 <br />500 Q = 51.5 (A) 0.715 (S + 1.0) 1.209 47.5 48.6 <br />I Rio Grande regi?n <. <br />2 Q = 0.03 (A) 0.979 (P) 1.615 77.7 82.6 <br />5 Q = 0.12 (A) 0.940 (P) 1.384 64.0 67.9 <br /> 10 Q = 0.25 (A) 0.914 (P) 1.277 58.2 89.1 <br />I 25 Q = 0.52 (A) 0.884 (P) 1.117 53.4 56.8 <br />50 Q = 0.81 (A) 0.864 (P) 1.121 51.2 54.5 <br /> 100 Q = 1.19 (A) 0.846 (P) 1.074 49.9 53.3 <br />I 200 Q = 1.67 (A) 0.828 (P) 1.036 49.5 52.9 <br />500 Q = 2.48 (A) 0.808 (P) 0.995 50.0 53.6 <br /> Southwest region <br />I 2 Q = 28.7 (A) 0.699 85.0 87.3 <br />5 Q = 50.5 (A) 0.693 74.1 76.1 <br />10 Q = 66.0 (A) 0.697 71.4 73.4 <br /> 25 Q = 86.3 (A) 0.704 71.2 73.4 <br />I 50 Q = 102.0 (A) 0.709 72.8 75.0 <br />100 Q= 118.4 (A)0.715 75.6 78.0 <br /> 200 Q = 135.5 (A) 0.720 79.1 81.7 <br />I 500 Q= 159.4 (A) 0.728 85.0 87.9 <br />Northwest region <br /> 2 Q = 0.39 (A) 0.684 (P) 1.304 82.6 85.6 <br />I 5 Q = 2.84 (A) 0.674 (P) 0.833 71.5 74.0 <br />10 Q = 7.56 (A) 0.671 (P) 0.601 68.5 70.9 <br />25 Q = 20.6 (A) 0.669 (P) 0.362 67.1 69.7 <br /> 50 Q = 38.8 (A) 0.667 (P) 0.210 67.2 69.8 <br />I 100 Q = 104.7 (A) 0.624 75.0 76.7 <br />200 Q = 118.5 (A) 0.624 77.8 79.6 <br /> 500 Q = 137.6 (A) 0.623 83.1 85.1 <br />I Plains region <br />2 Q = 39.0 (A) 0.486 233.7 258.5 <br /> 5 Q = 195.8 (A) 0.399 204.2 223.8 <br />I 10 Q = 364.6 (A) 0.400 212.4 233.7 <br />25 Q = 725.3 (A) 0.395 231.8 256.2 <br />50 Q = 1116 (A) 0.392 249.5 278.3 <br /> 100 Q = 1640 (A) 0.388 267.3 300.0 <br />I 200 Q = 2324 (A) 0.385 284.5 321.3 <br />500 Q = 3534 (A) 0.380 305.8 347.9 <br />I ESTIMATING MAGNITUDE OF PEAK DISCHARGES 9 <br />I <br />
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