2011-06-29_PERMIT FILE - C1981019A ‎(22)‎

• Permit No: C1981019A
• IBM Index Class Name: Permit File
• Doc Date: 6/29/2011
• 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
r.....,.c�ti� i000 _ornn D-1. i
Velocity and Manning's n calculations may not apply for this method.
Structure #13 jNu //1
Col %tion Site of W Tay Sed Pond
Structure #27 (Null1
Null below W Taylor Pond
16
Filename: W Tay East Trib Ditch 10024.sc4 Printed 12 -27 -2010
Exh. 7- 20E -39 Revision Date: 12/31/10
Revision No.: TR -81
w/o Freeboard w/ Freeboard
X- Section Area:
4.85 sq ft
Hydraulic Radius:
0.339 ft
Froude Number *:
Manning's n *:
Dmin:
6.00 in
D50:
18.00 in
Dmax:
22.50 in
Velocity and Manning's n calculations may not apply for this method.
Structure #13 jNu //1
Col %tion Site of W Tay Sed Pond
Structure #27 (Null1
Null below W Taylor Pond
16
Filename: W Tay East Trib Ditch 10024.sc4 Printed 12 -27 -2010
Exh. 7- 20E -39 Revision Date: 12/31/10
Revision No.: TR -81