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STREAM NAME: East Fork Dry Creek XS LOCATION: 400 ft. us from Hwy 90 crossing XS NUMBER: 1 Constant Manning's n 'GL. = lowest Grassllne elevation corrected for sag STAGING TABLE "WL* = Waterline correcled for variations 1(1 field measured water surface elevations and sag DIST TO TOP AVG, MAX, WETTf:D PERCENT HYDR AVG. WATER WIDTH DEPTH DEPTH AREA PERIM. WET PERIM RADIUS FLOW VElOCITY (FT) (FT) (FT) (FT) (SOFT) (FT) (%) (Ff) (CFS) IFT/SEC) "GL' 4,34 15.70 0.75 1.16 11.80 16.04 100.0% 0.74 13.43 1.14 4,34 15.69 0.75 1.16 11.79 16.04 100.0% 0.74 13.41 1.14 4.39 15.35 0.72 1.11 11.01 15.67 97.7% 0.70 12.15 1.1Q 4,44 15.00 0,68 1.06 10.25 15.:31 95.4% 0.67 10.96 1.07 4.49 14.65 0.65 1.01 9.51 14.94 93.2% 0.64 9.83 1.03 4,54 14.30 0.61 0.96 B.79 14.e;6 90.9% 0.60 8.76 1,00 4.59 13.95 0.58 ' 0.91 8.08 14.22 88.6% 0.57 7.75 0,96 4,64 13.60 0.54 0.86 7.39 13.85 86.3% 0.53 6.79 0,92 4.69 13.25 0.51 0.81 6.72 13.49 84.1% 0.50 5_90 088 4.74 12.90 0.47 0.76 6.07 13.12 81.6% 0.46 5.07 0,84 4.79 12.56 0.43 0_71 5.43 12.16 79.5% 0.43 4.29 0.79 4,84 12.21 0.39 0.66 4.61 12.&0 n.3% 0.39 3.58 0.74 4.89 11.86 0.36 0.61 4.21 12.03 75.0% 0.35 2.92 0,69 4.94 11.51 0.32 0,56 3.63 11.p7 72.7"10 0.31 2,32 0,84 4.99 11.16 0.27 0.51 3.06 11.:30 70.5% 0.27 1.79 0.58 5.04 10.38 0.24 0.46 2.52 10.81 65.5% 0.24 1.36 0,54 5.09 9.40 0.22 0.41 2.02 9.52 59.3% 0.21 1.01 0.50 5.14 8.41 0.19 0.36 1.58 8,53 53.1% 0.19 0.72 0.45 5.19 7.42 0.16 0.31 1.18 7.53 47.0% 0.16 DA8 0.41 "WL' 5.24 6.40 0.13 0.26 0.84 6,50 40.5% 0.13 0.30 0.36 5.29 5.63 0.10 0.21 0.54 5.12 35.7% 0.09 0.16 0.29 5.34 5.05 0.05 0.16 0.27 5.13 32.0% 0.05 0.05 0.20 5.39 2.17 0.04 0.11 0.09 2.2.2 13.8% 0.04 0.01 0.16 5,44 0.80 0.02 0.06 0.02 0.82 5.1% 0.02 0.00 0.11 5.49 D.07 0.00 0.01 0.00 0.08 0.5% 0.00 0.00 0,04 C ,..;+e..; "- jC""'j E' '" 0./ - 0.7 c.F.s J, o."J- / .;! -::: O. 152- cf::> 2. 50% w:P D. ,"0 "'+5 ~. I fr./see- V -:: <g.7(,p <or 5