Laserfiche WebLink
SEDCAD 4 for Windows <br />P, hl i0°A .9AA7 Pamela 1 Q,4 u h <br />Structure #1 (legetated Channel) <br />Mined Land Disturbed (poor) <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Grass mixture <br />Stability <br />Stability <br />Capacity <br />Capacity <br />Bottom Left <br />Class D w/o <br />Class D w/ <br />Class B w/o <br />Class B w/ <br />Width (ft) Ratio <br />Freeboard <br />Freeboard <br />Freeboard <br />Freeboard <br />Design Discharge: <br />31.11 cis <br />4.1 D, B <br />31.11 cis <br />5.0 <br />Depth: <br />0.46 ft <br />1.46 it <br />0.82 ft <br />1.82 It <br />Top Width: <br />29.12 ft <br />49.12 ft <br />36.34 ft <br />56.34 ft <br />Velocity: <br />2.78 fps <br />1.35 fps <br />X- Section Area: <br />11.20 sq ft <br />23.01 sq ft <br />Hydraulic Radius: <br />0.384 it <br />0.632 it <br />Froude Number: <br />0.79 <br />0.30 <br />Roughness Coefficient: <br />0.0572 <br />0.1642 <br />Structure #1 (legetated Channel) <br />Mined Land Disturbed (poor) <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Grass mixture <br />Vegetated Channel Results: <br />Stability <br />Class D w/o <br />Freeboard <br />stability <br />Class D w/ <br />Freeboard <br />Freeboard <br />Capacity <br />Class B w/ <br />Freeboard <br />Bottom Left <br />Right <br />Sid <br />Retardance <br />Slope (%) <br />Freeboard Freeboard <br />Limiting <br />V(fps) <br />Width (ft) Ratio <br />0.37 ft <br />Classes <br />Depth (ft) % of Depth M��) <br />1.71 ft <br />20.00 10.0:1 <br />10.0:1 <br />4.1 D, B <br />1.00 10.00 <br />5.0 <br />Vegetated Channel Results: <br />Structure #5 (Pond <br />pond <br />Pond Inputs: <br />Initial Pool Elev: <br />Stability <br />Class D w/o <br />Freeboard <br />stability <br />Class D w/ <br />Freeboard <br />Capacity <br />Class B w/o <br />Freeboard <br />Capacity <br />Class B w/ <br />Freeboard <br />Design Discharge: <br />18.99 ds <br />18.99 ds; <br />Depth: <br />0.37 ft <br />1.37 It <br />0.71 it <br />1.71 ft <br />Top Width: <br />27.42 ft <br />47.42 it <br />34.14 ft <br />54.14 ft <br />Velocity: <br />2.16 fps <br />0.99 fps <br />X- Section Area: <br />Hydraulic Radius: <br />8.80 sq it <br />0.320 It <br />19.14 sq ft <br />0.559 it <br />Froude Number: <br />0.67 <br />0.23 <br />Roughness Coefficient: <br />0.0653 <br />0.2061 <br />Structure #5 (Pond <br />pond <br />Pond Inputs: <br />Initial Pool Elev: <br />5,611.90 it <br />Initial Pool: <br />4.99 ac -ft <br />*Sediment Storage: <br />0.00 ac -ft <br />Filename: 011 POND 25YR post mine Iday pump 15sept09.sc4 <br />Printed 09- 16.2009 <br />REVISED AUGUST 2009 Attachment 2.05.3(3) -14 -32 <br />