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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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SE®CA® 4 for Windows <br />StnIC1111e /,"10 (11(xletaie(j OjilrutF11) <br />Station 14+56 to 18+00 (I) <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Grass mixture <br />Left Right Retar <br />Bottom ance <br />d <br />Stability <br />Stability <br />Capacity <br />Capacity <br />Velocity <br />(fps) <br />Class D w/o <br />Class D w/ <br />Class B w/o <br />Class B w/ <br />0.30 <br />Freeboard <br />Freeboard <br />Freeboard <br />Freeboard <br />Design Discharge: <br />35.76 cis <br />Roughness Coefficient: 0.0408 <br />35.76 cis <br />Depth: <br />1.09 ft <br />1.39 ft <br />1.66 ft <br />1.96 ft <br />Top Width: <br />10.40 ft <br />11.80 ft <br />13.09 ft <br />2.33 fps <br />14.49 ft <br />Velocity: <br />4.18 fps <br />15.34 sq ft <br />X -Section Area: 8.55 sq ft <br />Hydraulic Radius: <br />0.788 ft <br />1.113 ft <br />0.38 <br />Froude Number: 0.81 <br />Roughness Coefficient: <br />0.0405 <br />0.0915 <br />StnIC1111e /,"10 (11(xletaie(j OjilrutF11) <br />Station 14+56 to 18+00 (I) <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Grass mixture <br />Left Right Retar <br />Bottom ance <br />d <br />Freeboard Freeboard Freeboard <br />Limiting <br />Sideslope Sideslope Slope (%) Classes <br />Width {ft) Ratio Ratio <br />Mult. x <br />Depth (ft) % of Depth <br />Velocity <br />(fps) <br />35.76 cfs <br />(VxD) <br />35.76 cis <br />1.44 ft <br />5.84 2.9:1 2.3:1 2.6 D, B <br />0.30 <br />5.0 <br />Vegetated Channel Results: <br />Structure 0`11 1/e etated Channel) <br />Station 18+00 to 20+84 (J) <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Grass mixture <br />Filename: CWD-2 from 0+00 to 22+20 2015 06 29.sc4 <br />x <br />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 B w/o <br />Freeboard <br />Capacity <br />Class B w/ <br />Freeboard <br />Design Discharge: <br />35.76 cfs <br />35.76 cis <br />1.44 ft <br />1.74 ft <br />Depth: <br />Top Width: <br />Velocity: <br />0.93 ft <br />10.75 ft <br />4.61 fps <br />1.23 ft <br />12.32 ft <br />13.39 -ft- <br />2.58 fps <br />13.84 sq ft <br />0.994 ft <br />0.45 <br />0.0920 <br />14.97 ft <br />X -Section Area: 7.76 sq ft <br />Hydraulic Radius: 0.699 ft <br />Froude Number: 0.96 <br />Roughness Coefficient: 0.0408 <br />Structure 0`11 1/e etated Channel) <br />Station 18+00 to 20+84 (J) <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Grass mixture <br />Filename: CWD-2 from 0+00 to 22+20 2015 06 29.sc4 <br />x <br />Printed 12-03-2015 <br />
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