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2015-12-17_PERMIT FILE - C1981035A (11)
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2015-12-17_PERMIT FILE - C1981035A (11)
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Last modified
7/7/2020 3:02:13 PM
Creation date
1/12/2016 9:23:08 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 West Clear Water Ditch
Section_Exhibit Name
KII Appendix 11(1) SedCad Model Ditch West
Media Type
D
Archive
Yes
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SEDCAD 4 for Windows <br />7 <br />Bottom Let Right Retardance <br />Freeboard Freeboard Freeboard Limiting <br />Sideslope Sideslope Slope (%) Classes <br />Width {ft) Ratio Ratio <br />Mult. x Velocity <br />Depth {ft} °� of Depth (fps) <br />Capacity <br />Class B w/ <br />Freeboard <br />(VxD) <br />3,50 5.6:1 7.7:1 2.9 D, B <br />0.30 5.0 <br />Vegetated Channel Results: <br />Strroclme A5 (V e t to !_Channe/) <br />Station 1+18 to Station 1+80 (C) <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Bermuda grass <br />Left Right <br />Bottom Retardance <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 />15.20 cis <br />(VxD) <br />15.20 cis <br />3.30 2.2:1 2.7:1 6.8 D, C <br />Depth: <br />Top Width: <br />Velocity: <br />0.70 ft <br />12.82 ft <br />2.66 fps <br />1.00 ft <br />16.81 ft <br />1.17 ft <br />1.47 ft <br />19.03 ft <br />1.16 fps <br />23.03 ft <br />X -Section Area: <br />Hydraulic Radius: <br />5,71 sq ft <br />0.442 ft <br />13.15 sq ft <br />0.685 ft <br />0.25 <br />Froude Number: 0.70 <br />Roughness Coefficient: <br />0.0555 <br />0.1710 <br />Strroclme A5 (V e t to !_Channe/) <br />Station 1+18 to Station 1+80 (C) <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Bermuda grass <br />Left Right <br />Bottom Retardance <br />Freeboard Freeboard Freeboard <br />Limiting <br />Sideslope Sideslope Slope (%) <br />Width (ft) Classes <br />Ratio Ratio <br />Mult. x <br />Depth (ft) % of Depth <br />Velocity <br />(fps) <br />15.20 cfs <br />(VxD) <br />15.20 cis <br />3.30 2.2:1 2.7:1 6.8 D, C <br />0.30 <br />7.0 <br />Vegetated Channel Results: <br />Structure #6 (VeOetated Channel) <br />Filename: CWD-1 to CWD-2.sc4 Printed 12-03-2015 <br />Stability <br />Class D w/o <br />Freeboard <br />Stability <br />Class D w/ <br />Freeboard <br />Capacity <br />Class C w/o <br />Freeboard <br />Capacity <br />Class C w/ <br />Freeboard <br />Design Discharge: <br />15.20 cfs <br />15.20 cis <br />Depth: <br />Top Width: <br />Velocity: <br />0.62 ft <br />6.36 ft <br />5.09 fps <br />0.92 ft <br />7.84 ft <br />0.73 ft <br />1.03 ft <br />6.92 ft <br />4.07 fps <br />8.40 ft <br />X -Section Area: <br />Hydraulic Radius: <br />Froude Number: <br />2.99 sq ft <br />0.453 ft <br />1.31 <br />3.74 sq ft <br />0.519 ft <br />0.97 <br />0.0618 <br />Roughness Coefficient: 0.0452 <br />Structure #6 (VeOetated Channel) <br />Filename: CWD-1 to CWD-2.sc4 Printed 12-03-2015 <br />
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