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2015-12-17_PERMIT FILE - C1981035A (10)
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2015-12-17_PERMIT FILE - C1981035A (10)
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Last modified
7/7/2020 3:02:02 PM
Creation date
1/12/2016 9:25:49 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981035A
IBM Index Class Name
Permit File
Doc Date
12/17/2015
Doc Name
Hydrology Sed Cad Model East Clear Water Ditch
Section_Exhibit Name
KII Appendix 11(1) Sed Cad Model Ditch East
Media Type
D
Archive
Yes
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SEDCAD 4 for Windows <br />1°°0. .)nIn P-1, i c,r,,. h <br />10 <br />Left Right <br />Bottom R nce <br />Freeboard Freeboard Freeboard <br />Limiting <br />Sideslope Sideslope Slope (%) Classes <br />Width (ft) Ratio Class <br />Mult. x <br />Depth (ft) % of Depth <br />Velocity <br />(fps) <br />Ratio <br />(VxD) <br />35.76 cfs <br />6.18 1.7:1 2.9:1 2.9 C, B <br />0.30 <br />5.0 <br />Vegetated Channel Results: <br />,structure #12 (vegetated Channel) <br />Station 20+84 to 22+20 (K) <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Grass mixture <br />Left Right e <br />R <br />o(ft <br />Stability <br />Class C w/o <br />Freeboard <br />Stability <br />Class C w/ <br />Freeboard <br />Capacity <br />Class B w/o <br />Freeboard <br />Capacity <br />Class B w/ <br />Freeboard <br />Design Discharge: <br />35.76 cfs <br />0.30 <br />35.76 cfs <br />Class B w/ <br />Depth: <br />1.03 ft <br />1.33 ft <br />1.37 ft <br />1.67 ft <br />Top Width: <br />10.93 ft <br />12.31 ft <br />12.46 ft <br />13.84 ft <br />Velocity: <br />4.04 fps <br />1.12 ft <br />2.80 fps <br />1.60 ft <br />X -Section Area: <br />8.85 sq ft <br />31.64 ft <br />12.76 sq ft <br />43.34 ft <br />Hydraulic Radius: <br />0.779 ft <br />0.979 ft <br />Froude Number: <br />0.79 <br />0.49 <br />0.0889 <br />0.478 ft <br />Roughness Coefficient: 0.0530 <br />,structure #12 (vegetated Channel) <br />Station 20+84 to 22+20 (K) <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Grass mixture <br />Left Right e <br />R <br />o(ft <br />Freeboard Freeboard Freeboard <br />Limiting <br />Sideslope Sideslope Slope (%) Classes <br />Width <br />Ratio Ratio <br />o Mult. x <br />Depth (ft) /o of Depth (VxD) <br />Velocity <br />(fps) <br />3.94 2.5:1 22.1:1 3.1 D, B <br />0.30 <br />5.0 <br />Vegetated Channel Results: <br />Filename: CWD-2 from 0+00 to 22+20 _2015 06 29.sc4 <br />Printed 12-03-2015 <br />Stability <br />Stability <br />Capacity <br />Capacity <br />Class D w/o <br />Class D w/ <br />Class B w/o <br />Class B w/ <br />Freeboard <br />Freeboard <br />Freeboard <br />Freeboard <br />Design Discharge: <br />35.76 cfs <br />35.76 cfs <br />Depth: <br />0.82 ft <br />1.12 ft <br />1.30 ft <br />1.60 ft <br />Top Width: <br />24.24 ft <br />31.64 ft <br />35.95 ft <br />43.34 ft <br />Velocity: <br />3.08 fps <br />1.38 fps <br />X -Section Area: <br />11.61 sq ft <br />25.91 sq ft <br />0.719 ft <br />Hydraulic Radius: <br />0.478 ft <br />0.29 <br />Froude Number: 0.78 <br />Roughness Coefficient: <br />0.0518 <br />0.1518 <br />Filename: CWD-2 from 0+00 to 22+20 _2015 06 29.sc4 <br />Printed 12-03-2015 <br />
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