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2015-09-09_PERMIT FILE - C1981019A (11)
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2015-09-09_PERMIT FILE - C1981019A (11)
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Last modified
3/27/2018 11:31:21 AM
Creation date
10/20/2015 1:26:25 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981019A
IBM Index Class Name
Permit File
Doc Date
9/9/2015
Doc Name
Permanent Channel Design
Section_Exhibit Name
Exhibit 07 Item 20 Part E -ST
Media Type
D
Archive
Yes
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SEDCAD 4 for Windows <br />(`....,.rL.M 1000 n010 D-1, I <br />Structure Detail: <br />Structure #17 (Riprap Channel <br />East Trib Reach 4 at Sta65 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Left Right I Freeboard Freeboard Freeboard <br />Sideslope Sideslope Slope (%) Mult. x <br />Width (ft) Ratio Ratio Depth (ft) % of Depth (VxD) <br />12.00 3.0:1 3.0:1 5.1 <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 #16 LNull� <br />Null <br />Structure #15 (Riorao Channel) <br />East TribReach 3 at Sta32 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />I <br />Filename West Taylor Trib PMTChannels 10024.sc4 Printed 02-27-2015 <br />Exh. 7-20E-13 Revision Date: 02/15/2015 <br />Revision No.: TR -105 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />96.88 cfs <br />Depth: <br />0.76 ft <br />Top Width: <br />16.57 ft <br />Velocity*: <br />X -Section Area: <br />10.88 sq ft <br />Hydraulic Radius: <br />0.647 ft <br />Froude Number*: <br />Manning's n*: <br />Dmin: <br />3.00 in <br />D50: <br />9.00 in <br />Dmax: <br />11.25 in <br />Velocity and Manning's n calculations may not apply for this method. <br />Structure #16 LNull� <br />Null <br />Structure #15 (Riorao Channel) <br />East TribReach 3 at Sta32 <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />I <br />Filename West Taylor Trib PMTChannels 10024.sc4 Printed 02-27-2015 <br />Exh. 7-20E-13 Revision Date: 02/15/2015 <br />Revision No.: TR -105 <br />
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