FLOOD03909

• 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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TABLE 3 (Continued)
I SUMMARY OF CUHP INPUT DATA (FUTURE CONDITION)
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SUMMARY OF BASIN HYDROLOGIC DATA
USING
I CUHP-AUTOCAD OATA AUTOMATION PROCESSOR
DEVELOPED BY
KIONA ENGINEERING CORPORATION
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EXECUTED ON 08-31-1988 AT TIME 08:35:04
I SUMMARY OF BASIN HYDROLOGIC FACTORS
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BASIN BASIN AREAL WEIGHTED HYDROLOGIC FACTORS
I ID TOTAL TOTAL LENGTH BASIN BASIN INT FINAL INFIL PRVIS IMPVS
NO AREA FLON TO NT'D NT'D FO FC K LOSS LOSS
LNGTH CNTRIO SLOPE IMP
I SQ HI MILE MILE FT/FT % IN/HR IN/HR l/SEC INCH INCH
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1 0.59 0.57 0.34 0.008 9.000 3.000 0.500 0.0018 0.35 0.10
I 2 0.45 0.73 0.31 0.003 2.000 3.000 0.500 0.0018 0.35 0.10
3 0.36 0.90 0.60 0.006 2.000 3.000 0.500 0.0018 0.35 0.10
4 0.28 0.79 0.39 0.014 2.000 3.068 0.505 0.0018 0.35 0.10
5 0.45 0.71 0.44 0.005 2.000 3.968 0.565 0.0018 0.35 0.10
I 6 0.60 1.06 0.43 0.008 65.000 4.389 0.7430.0018 0.35 0.10
7 0.19 0.66 0.34 0.006 2.000 4.075 0.572 0.0018 0.35 0.10
8 0.68 0.94 0.39 0.010 70.000 3.802 0.553 0.0018 0.35 0.10
I 9 0.35 1.22 0.79 0.007 2.000 3.971 0.565 0.0018 0.35 0.10
10 0.48 1.08 0.74 0.004 2.000 3.930 0.562 0.0018 0.35 0.10
11 0.23 0.59 0.34 0.014 2.000 3.069 0.505 0.0018 0.35 0.10
I 12 0.42 0.89 0.51 0.014 2.000 3.000 0.500 0.0018 0.35 0.10
13 0.25 0.72 0.29 0.01210.766 3.000 0.500 0.0018 0.35 0.10
14 0.17 0.45 0.27 0.005 2.000 3.000 0.500 0.0018 0.35 0.10
15 0.18 0.58 0.31 0.011 2.000 3.000 0.500 0.0018 0.35 0.10
I 16 0.27 0.70 0.37 0.006 25.850 3.000 0.500 0.0018 0.35 0.10
17 0.48 0.88 0.44 0.006 4.511 3.261 0.517 0.0018 0.35 0.10
19 0.26 0.76 0.43 0.005 2.000 4.500 D.600 0.0018 0.35 0.10
I 20 0.36 1.09 0.48 0.012 39.000 4.251 0.583 0.0018 0.35 0.10
21 0.43 1.22 0.51 0.010 70.000 3.966 0.564 0.0018 0.35 0.10
22 0.21 0.57 0.39 0.007 2.000 4.233 0.582 0.0018 0.35 0.10
I 23 0.17 0.66 0.21 0.012 68.000 4.453 0.597 0.0018 0.35 0.10
24 0.23 0.40 0.23 0.006 30.000 4.069 0.571 0.0018 0.35 0.10
25 0.14 0.29 0.16 0.005 2.000 4,347 0.590 0.0018 0.35 0.10
27 0.24 0.46 0.27 0.011 19.764 3.000 0.500 0.0018 0.35 0.10
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