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<br />"h <br /> <br />e <br /> <br />- <br /> <br /> STREAM NAME: Dyke Creek (Lower #1) <br /> XS LOCATION: 200' Feet u/s of conf. W/North Muddy Ck <br /> XS NUMBER: 1 Constant Manning's n <br /> *GL * = lowest Grassline elevation corrected for sag <br /> STAGING TABLE *WL * = Waterline corrected for variations in field measured water surface elevations and sag <br /> DIST TO TOP AVG. MAX. WETTED PERCENT HYDR AVG. <br /> WATER WIDTH DEPTH DEPTH AREA PERIM. WET PERIM RADIUS FLOW VELOCITY <br /> (FT) (FT) (FT) (FT) (Sa FT) (FT) (%) (FT) (CFS) (FT/SEC) <br />*GL* 5.92 8.46 1.01 1,36 8.54 9.52 100.0% 0.90 13.49 1.58 <br /> 6.04 7.84 0.97 1,24 7.59 8.82 92.6% 0.86 11.64 1,54 <br /> 6.09 7.71 0.93 1,19 7.20 8,65 90.8% 0.83 10.81 1,50 <br /> 6.14 7.57 0.90 1.14 6.82 8.48 89.0% 0.80 10.00 1.47 <br /> 6.19 7.44 0.87 1.09 6.44 8.31 87.3% 0.77 9.22 1.43 <br /> 6,24 7.31 0.83 1.04 6.07 8.14 85.5% 0,75 8.47 1.40 <br /> 6.29 7,17 0.80 0.99 5.71 7.97 83,7% 0.72 7.76 1.36 <br /> 6.34 7.04 0.76 0.94 5.35 7.80 81.9% 0.69 7.07 1,32 <br /> 6.39 6,90 0.73 0.89 5.01 7,63 80.1% 0.66 6.41 1.28 <br /> 6.44 6.77 0.69 0.84 4.66 7.46 78.4% 0.62 5.78 1.24 <br /> 6.49 6.64 0.65 0.79 4.33 7.29 76.6% 0.59 5.19 1.20 <br /> 6.54 6.50 0.62 0,74 4.00 7,12 74.8% 0.56 4.62 1,16 <br /> 6.59 6.43 0.57 0,69 3.68 7.00 73.5% 0.53 4.06 1.10 <br /> 6.64 6,36 0.53 0,64 3.36 6.88 72.2% 0.49 3.53 1.05 <br /> 6.69 6.29 0.48 0.59 3.04 6.76 70.9% 0.45 3.03 1.00 <br /> 6.74 6.22 0.44 0,54 2.73 6.63 69.6% 0.41 2.56 0.94 <br /> 6.79 6,15 0.39 0.49 2.42 6.51 68.3% 0,37 2.12 0,88 <br /> 6.84 6,08 0.35 0.44 2.11 6.39 67.1% 0.33 1.71 0.81 <br /> 6.89 6.02 0.30 0.39 1.81 6.26 65.8% 0.29 1.34 0.74 <br /> 6.94 5.95 0.25 0.34 1,51 6.14 64.5% 0.25 1,01 0.67 <br /> 6.99 5.84 0.21 0.29 1.22 5,99 62.9% 0,20 0.71 0.59 <br />*WL* 7.04 5.69 0,16 0.24 0.93 5.81 61.0% 0.16 0.46 0.50 <br /> 7.09 5.55 0.12 0.19 0.65 5.64 59.2% 0.11 0.26 0.40 <br /> 7.14 5.42 0.07 0.14 0.37 5.47 57.5% 0.07 0.11 0.28 <br /> 7.19 4.18 0.03 0.09 0.14 4.20 44.1% 0.03 0.02 0.17 <br /> 7.24 0.94 0.02 0.04 0.02 0.95 9.9% 0.02 0.00 0.13 <br />