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Last modified
1/25/2010 6:44:42 PM
Creation date
10/5/2006 12:11:38 AM
Metadata
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Template:
Floodplain Documents
County
Larimer
Community
Denver International Airport
Stream Name
Boxelder Creek
Basin
South Platte
Title
Hydrology Studies on New Airport in the Boxelder Creek Watershed
Date
11/1/1988
Prepared For
Denver Airport Planning Office
Prepared By
Kiowa Engineering Corporation
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I <br /> TABLE 3 (Continued) <br />I SUMMARY OF CUHP INPUT DATA (FUTURE CONDITION) <br />I ------------------------------------------------------------------------------ <br />BASIN BASIN AREAL WEIGHTED HYDROLOGIC FACTORS <br />ID TOTAL TOTAL LENGTH BASIN BASIN INT FINAL INFIL PRVIS IMPVS <br />I NO AREA FLOW TO WT'D WT'D FO FC K LOSS LOSS <br /> LNGTH CNTRID SLOPE IMP <br /> SQ MI MILE MILE FT!FT % IN/HR IN/HR l/SEC INCH INCH <br /> ------------------------------------------------------------------------------- <br />I 28 0.66 1.15 0.66 0.002 12.397 3.892 0.559 0.0018 0.35 0.10 <br />29 0.28 0.85 0.46 0.005 26.220 4.497 0.600 0.0018 0.35 0.10 <br /> 30 0.21 0.64 0.32 0.004 2.000 4.064 0.571 0.0018 0.35 0.10 <br />I 31 0.16 0.30 0.15 0.019 6.480 3.000 0.500 0.0018 0.35 0.10 <br />32 0.13 0.35 0.14 0.019 9.313 3.000 0.500 0.0018 0.35 0.10 <br />33 0.37 0.45 0.22 0.017 9.103 3.000 0.500 0.0018 0.35 0.10 <br />I 34 0.38 0.57 0.33 0.008 18.090 3.000 0.500 0.0018 0.35 0.10 <br />35 0.39 0.71 0.35 0.022 2.000 3.000 0.500 0.0018 0.35 0.10 <br />36 0,30 0.57 0.33 0.010 16.289 3.000 0.500 0.0018 0.35 0.10 <br /> 37 0.38 0.84 0.48 0.015 2.000 3.029 0.502 0.0018 0.35 0.10 <br />I 38 0.53 0.95 0.43 0.003 12.823 3.859 0.557 0.0018 0.35 0.10 <br />39 0.41 1.11 0.58 0.005 13.974 4.252 0.583 0.0018 0.35 0.10 <br /> 40 0.34 1.22 0.51 0.004 2.000 4.472 0.598 0.0018 0.35 0.10 <br />I 41 0.38 1.23 0.56 0.006 2.000 4.304 0.587 0.0018 0.35 0.10 <br />42 0.27 0.85 0.44 0.017 63.000 3.000 0.500 O.OOlB 0.35 0.10 <br />43 0.13 0.48 0.25 0.018 70.000 3.092 0.506 0.0018 0.35 0.10 <br />I 44 0.11 0.50 0.22 0.016'29.000 4.479 0.599 0.0018 0.35 0.10 <br />45 0.15 0.66 0.49 0.011 2.000 3.616 0.541 0.0018 0.35 0.10 <br />46 0.21 0.48 0.21 0.018 56.000 3.288 0.519 0.0018 0.35 0.10 <br /> 47 0.43 1.03 0.66 0.009 2.000 4.085 0.572 0.0018 0.35 0.10 <br />I 48 0.24 0.74 0.42 0.004 2.000 4.266 0.584 0.0018 0.35 0.10 <br />49 0.40 0.56 0.24 0.004 8.656 4.500 0.600 0.0018 0.35 0.10 <br /> 50 0.37 0.52 0.25 0.004 9.873 3.596 0.540 0.0018 0.35 0.10 <br />I 51 0.60 0.70 0.37 0.003 12.357 4.014 0.568 0.0018 0.35 0.10 <br />52 0.33 0.59 0.24 0.005 16.884 3.883 0.610 0.0007 0.35 0.10 <br />53 0.37 0.77 0.33 0.015 4.932 3.000 0.500 0.0018 0.35 0.10 <br />I 54 0.20 0.45 0.20 0.017 20.070 3.000 0.500 0.0018 0.35 0.10 <br />55 0.25 1.23 0.57 0.005 45.000 3.000 0.500 0.0018 0.35 0.10 <br />56 0.30 1.04 0.47 0.016 18.144 3.000 0.500 0.0018 0.35 0.10 <br />I <br />I <br />I <br />I <br />I <br /> - -- - ------ - -- -- ------------ -- - --------- <br />
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