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*GL* <br />*W L* <br />• 0 <br />STREAM NAME: Currant Creek <br />XS LOCATION: 1 Mile us of confluence Smith Gulch <br />XS NUMBER: 2 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) (SQ FT) (FT) ( %) (FT) (CFS) (FT /SEC) <br />7.57 <br />5.90 <br />0.47 <br />0.65 <br />2.75 <br />6.48 <br />100.0% <br />0.42 <br />4.35 <br />1.58 <br />7.60 <br />5.85 <br />D.44 <br />0.62 <br />2.56 <br />6.39 <br />98.7% <br />0.40 <br />3.89 <br />1.52 <br />7.65 <br />5.78 <br />0.39 <br />0.57 <br />2.27 <br />6.26 <br />96.7% <br />0.36 <br />3.22 <br />1.42 <br />7.70 <br />5.70 <br />0.35 <br />0.52 <br />1.98 <br />6.14 <br />94.7% <br />0.32 <br />2.61 <br />1.32 <br />7.75 <br />5.63 <br />0.30 <br />0.47 <br />1.70 <br />6.01 <br />92.7% <br />0.28 <br />2.05 <br />)� 1.20 <br />7.80 <br />5.56 <br />0.26 <br />0.42 <br />1.42 <br />5.88 <br />90.7% <br />0.24 <br />1.54 <br />, o V 1.08 <br />7.85 <br />5.48 <br />0.2 <br />0.37 <br />1.14 <br />5.75 <br />88.7% <br />0.20 <br />1.09 <br />0.95 <br />7.90 <br />5.41 <br />0.16 <br />0.32 <br />0.87 <br />5.62 <br />86.7% <br />0.15 <br />0.70 <br />0.81 <br />7.95 <br />5.13 <br />0.12 <br />0.27 <br />0.61 <br />5.31 <br />82.0% <br />0.11 <br />0.40 <br />0.66 <br />8.00 <br />4.15 <br />0.09 <br />0.22 <br />0.36 <br />4.31 <br />0.08 <br />0.20 <br />0.54 <br />8.05 <br />3.07 <br />0.06 <br />0.17 <br />0.18 <br />3.18 <br />9%1. <br />0.06 <br />0.08 <br />0.42 <br />8.10 <br />1.98 <br />0.03 <br />0.12 <br />0.05 <br />2.05 <br />0.03 <br />0.01 <br />0.25 <br />8.15 <br />0.25 <br />0.03 <br />0.07 <br />0.01 <br />0.29 <br />4.4% <br />0.03 <br />0.00 <br />0.27 <br />8.20 <br />0.06 <br />0.01 <br />0.02 <br />0.00 <br />0.07 <br />1.1% <br />0.01 <br />0.00 <br />0.11 <br />