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2011-06-29_PERMIT FILE - C1981019 (15)
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2011-06-29_PERMIT FILE - C1981019 (15)
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Entry Properties
Last modified
8/24/2016 4:34:58 PM
Creation date
8/18/2011 10:44:19 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
Permit File
Doc Date
6/29/2011
Doc Name
Attachment 1 to Attachment 12
Section_Exhibit Name
Exhibit 07 East Taylor Pond 010A
Media Type
D
Archive
No
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l 1II <br />iLJ <br />SEDCAD 4 for Windows <br />r'.- ,,inhf loos -,�nin v-i. i C,hurz+h <br />Riprap Channel Results: <br />Simons /OSM Method - Steep Slope Design <br />Velocity and Manning's n calculations may not apply for this method. <br />Structure #2 ( Ve4etated Channel) <br />middle portion of e taylor ditch <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Kentucky bluegrass <br />Left Right Freeboard Freeboard Freeboard Limiting <br />Bottom o Retardance Velocity <br />Width (ft) Sideslope Sideslope Slope (/o) Classes Depth (ft) % of Depth (Vx x (fps) <br />Ratio Ratio (xD) <br />20.00 3.0:1 3.0:1 1.5 D, B 1.00 7.0 <br />Vegetated Channel Results: <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />3.50 cfs <br />Depth: <br />0.06 ft 1.06 ft <br />Top Width: <br />12.38 ft 18.38 ft <br />Velocity*: <br />X- Section Area: <br />0.77 sq ft <br />Hydraulic Radius: <br />0.062 ft <br />Froude Number *: <br />Top Width: <br />Manning's n *: <br />28.15 ft <br />Dmin: <br />1.00 in <br />D50; <br />3.00 in <br />Dmax: <br />3.75 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Structure #2 ( Ve4etated Channel) <br />middle portion of e taylor ditch <br />Trapezoidal Vegetated Channel Inputs: <br />Material: Kentucky bluegrass <br />Left Right Freeboard Freeboard Freeboard Limiting <br />Bottom o Retardance Velocity <br />Width (ft) Sideslope Sideslope Slope (/o) Classes Depth (ft) % of Depth (Vx x (fps) <br />Ratio Ratio (xD) <br />20.00 3.0:1 3.0:1 1.5 D, B 1.00 7.0 <br />Vegetated Channel Results: <br />Filename: E Taylor Sed Pond Active Mining Phase 10 24.sc4 - <br />Exh. 7 -ET -15 <br />I <br />Printed 12 -12 -2010 <br />Revision Date: 12/31/10 <br />Revision No.: TR -81 <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 />8.61 cfs <br />8.61 cfs <br />Depth: <br />0.36 ft <br />1.36 ft <br />0.74 ft <br />1.74 ft <br />Top Width: <br />22.15 ft <br />28.15 ft <br />24.42 ft <br />30.42 ft <br />Velocity: <br />1.14 fps <br />0.53 fps <br />X- Section Area: <br />7.57 sq ft <br />16.34 sq ft <br />Hydraulic Radius: <br />0.340 ft <br />0.663 ft <br />Froude Number: <br />0.34 <br />0.11 <br />Roughness Coefficient: <br />0.0780 <br />0.2631 <br />Filename: E Taylor Sed Pond Active Mining Phase 10 24.sc4 - <br />Exh. 7 -ET -15 <br />I <br />Printed 12 -12 -2010 <br />Revision Date: 12/31/10 <br />Revision No.: TR -81 <br />
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