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<br />I <br />I Table 10 <br /> FLOODPLAIN AND FlOODWAY REFERENCE DATA: TENDERFOOT GULCH <br />I Cross <br />Section Tha I weg 10-Year 50-Year 100-Year Floodplain Data Floodway Da ta <br /> Number Sta t i on Elev. Di scha rge Elev. Discharge Elev. Di scha rge Elev. Vel. Width Elev. Vel. Floodway Width (1) <br />I (cfs) (cfs) (cfs) ( fps) ( fps) Left Right Total <br />I 235 2+35 6078.7 220 6087 .6 600 6088.8 820 6089.1 0.4 428 6089.6 0.3 59 267 326 <br />385 3+85 6079 .4 220 6087.6 600 6088.8 820 6089.1 0.7 195 6089.6 0.7 30 109 139 <br /> 650 6+50 6081.4 220 6087 .6 600 6088.8 820 6089.1 2.0 138 6089.6 1.7 28 71 99 <br />I 915 9+15 6083 .9 230 6087.6 620 6088.8 840 6089.1 6.5 42 6089.1 5.0 22 20 42 <br /> 1315 13+ 15 6088.8 230 6090.8 620 6092.2 840 60n.7 9.5 36 6092.7 9.0 21 15 36 <br />I 1470 14+70 6091.5 230 6093.2 620 6094.4 840 6094.8 5.0 93 6094.8 6.5 21 30 51 <br /> 1990 19+90 6098.4 230 6100.1 620 6101.0 840 6101.2 6.9 116 6101.3 8.1 17 34 51 <br />I 2480 24+80 6103.3 250 6105.3 640 6105.9 870 6106.2 7 .3 86 6106.7 6.7 17 32 49 <br />2710 27+10 6106.9 180 6107.8 480 6108.5 650 6108.9 6.5 68 6109.0 6.2 18 50 68 <br />I 2745 27+45 6115.1 180 6114.3 480 6114.9 650 6115.1 7.0 104 6115.1 5.4 40 60 100 <br />2770 27+70 6110.9 180 6114.7 480 6115.5 650 6115.8 1.2 136 6115.8 1.1 60 71 131 <br /> 3100 31+00 6112.4 180 6114.7 480 6115.5 650 6115.8 7.0 61 6115.8 7.5 32 20 52 <br />I 3685 36+85 6116.9 185 6119.4 480 6120.5 650 6120.9 6.4 55 6120.9 5.2 9 46 55 <br /> 4430 44+30 6129.2 185 6130.3 480 6131.0 650 6131.3 7.6 51 6131.3 7.5 42 9 51 <br />I 4890 48+90 6136.3 185 6137.5 480 6138.2 650 6138.5 8.2 41 6138.5 8.0 25 16 41 <br /> 5345 53+45 6140.4 185 6143.2 480 6144.5 650 6145.0 8.5 41 6145.0 8.0 22 19 41 <br />I 6045 60+45 6151.1 180 6154.1 460 6155.4 640 6155.7 7.7 82 6155.9 7.2 8 36 44 <br />6410 64+10 6159.2 180 6160.0 450 6160.3 620 6160.4 5.4 164 6160.9 6.0 18 62 80 <br />I 6575 65+75 6160.0 180 6161.6 450 6162.1 620 6162.3 3.3 201 6162.8 4.6 50 45 95 <br />6800 68 +00 6165.7 180 6167.1 450 6167.5 620 6167.7 6.4 127 6168.2 6.6 8 57 65 <br />I 6840 68+40 6169.3 180 6170.0 450 6170.5 620 6170.6 5.5 134 6170.8 6.8 47 18 65 <br />6890 68+90 6167.7 180 6170.3 450 6170.9 620 6171.1 2.8 139 6171.5 3.2 51 9 60 <br /> 7045 70+45 6168.0 75 6170.4 200 6171.0 270 6171.3 1.3 105 6171.8 1.1 45 31 76 <br />I 7590 75+90 6174.2 75 6175.4 200 6175.8 270 6176.0 5.3 66 6176.0 5.4 45 10 55 <br />I (1) Looking downstream, as measured from centerl ine of channel. <br />I <br />I <br />I 23 <br /> <br />