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2016-05-03_PERMIT FILE - C1981008 (9)
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2016-05-03_PERMIT FILE - C1981008 (9)
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Entry Properties
Last modified
8/24/2016 6:21:40 PM
Creation date
6/14/2016 11:16:52 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981008
IBM Index Class Name
Permit File
Doc Date
5/3/2016
Doc Name
Pond 009 Postmining SEDCAD Modeling
Section_Exhibit Name
Section 2.05.3(3) Attachment 2.05.3(3)-30
Media Type
D
Archive
No
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SEDCAD 4 for Windows <br />r-...; ,+ loan _Onln D -ie I -z,k... �i. <br />Structure #9 (Vegetated Channel <br />IPTW Ditch 2 <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Smooth brome <br />Left Right <br />9 <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 />0.04 cfs <br />(VxD) <br />0.04 cfs <br />4.00 2.0:1 2.0:1 1.7 D, B <br />Depth: <br />0.04 ft <br />0.34 ft <br />0.14 ft <br />0.44 ft <br />Top Width: <br />4.17 ft <br />5.37 ft <br />4.57 ft <br />5.77 ft <br />Velocity: <br />0.21 fps <br />0.06 fps <br />X -Section Area: <br />0.17 sq ft <br />0.61 sq ft <br />Hydraulic Radius: <br />0.041 ft <br />0.132 ft <br />Froude Number: <br />0.18 <br />0.03 <br />Roughness Coefficient: <br />0.2497 <br />1.9558 <br />Structure #9 (Vegetated Channel <br />IPTW Ditch 2 <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Smooth brome <br />Left Right <br />9 <br />Bottom Retardance <br />Freeboard <br />Freeboard Freeboard <br />Limiting <br />g <br />Sideslope Sideslope Slope (%) Classes <br />Width (ft) Ratio Ratio <br />Mult. x <br />Depth (ft) % of Depth <br />Velocity <br />(fps) <br />0.05 cfs <br />(VxD) <br />0.05 cfs <br />4.00 2.0:1 2.0:1 1.7 D, B <br />0.30 <br />7.0 <br />Vegetated Channel Results: <br />Structure #8 (Vegetated Channel) <br />IPTW Ditch 1 <br />Trapezoidal Vegetated Channel Inputs: <br />Filename: NH2 Pond 009 Postmine 1024 sedRev.sc4 <br />Material: Smooth brome <br />Attachment 2.05.3(3)-30 <br />Page 15 <br />Q <br />Printed 03-12-2016 <br />Revision Date: 3/14/16 <br />Revision No.: TR -70 <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 />0.05 cfs <br />0.05 cfs <br />Depth: <br />0.08 ft <br />0.38 ft <br />0.26 ft <br />0.56 ft <br />Top Width: <br />4.31 ft <br />5.51 ft <br />5.04 ft <br />6.24 ft <br />Velocity: <br />0.15 fps <br />0.04 fps <br />X -Section Area: <br />0.32 sq ft <br />1.18 sq ft <br />Hydraulic Radius: <br />0.075 ft <br />0.228 ft <br />Froude Number: <br />0.10 <br />0.01 <br />Roughness Coefficient: <br />0.2309 <br />1.7725 <br />Structure #8 (Vegetated Channel) <br />IPTW Ditch 1 <br />Trapezoidal Vegetated Channel Inputs: <br />Filename: NH2 Pond 009 Postmine 1024 sedRev.sc4 <br />Material: Smooth brome <br />Attachment 2.05.3(3)-30 <br />Page 15 <br />Q <br />Printed 03-12-2016 <br />Revision Date: 3/14/16 <br />Revision No.: TR -70 <br />
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