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<br />21 <br /> <br />(. <br /> <br />Table 11. Summary of Peak Flows in cfs for Boxelder Creek <br /> <br /> Drainage <br /> Channel Area Recurrence Interval in Years ,~ <br /> No. Location (sq mil 2 10 2S 50 100 500 <br /> j 64 U/S of Windsor <br /> Ditch 10.84 160 470 670 850 1080 1S30 <br /> 63 U/S of Colorado & <br /> Southern Railroad 12.68 160 480 690 900 1140 1640 <br /> 62 U/S of I-2S near <br /> Wellington 13.86 160 480 710 920 1170 1690 <br /> j 61 D/S of I-2S near <br /> Wellington 24.46 490 900 1270 1670 2140 3100 <br /> SO U/S of Willox <br /> Road 55.94 S10 1140 1860 2730 3770 5820 <br />(e 47 U/S of Larimer- <br /> Weld Ditch S8.63 S10 1140 1870 2760 3830 S9'10 <br /> 46 U/S of Vine <br /> Drive S8.63 510 1140 1870 2760 3830 S910 <br /> 43 u/S of Colorado & <br /> Southern Railroad 58.63 500 1140 1870 2760 3820 5900 <br /> V 42 U/S of Highway 14 59.62 SOO 1140 1880 2780 3840 S940 <br /> 41 U/S of I-2S S9.81 500 1140 1880 2770 3830 S930 <br /> Confluence of <br /> Boxelder Creek and <br /> Cooper Slough 70.4S 510 1200 2070 3060 4280 66S0 <br /> (10) (60) (220) (290) (440) (730) <br /> 71 Indian Creek 20.3S 120 430 8S0 13S0 1930 3100 <br /> 81 Coal Creek 10.60 ~70 430 600 800 1030 1500 <br /> (10) - Discharge from Cooper Slough <br />1- <br />