2015-12-17_PERMIT FILE - C1981035A ‎(9)‎

• Permit No: C1981035A
• IBM Index Class Name: Permit File
• Doc Date: 12/17/2015
• Doc Name: Hydrology Sed Cad Model Basin to Sediment Pond KII
• Section_Exhibit Name: KII Appendix 11‎(1)‎ Sed Cad Model
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
13
Basin C2 flows to Ditch 3
Stiuclule Mull)
Basin CI flows to Ditch 3
SCr ur.tcije_,�t48 _�1.=tz�clif�I��_CY��nn�f)
Ditch 3 flows into Ditch IB
Trapezoidal Erodible Channel Inputs:
Material: Graded silts to cobbles when colloidal
Left Right
BottomLeft
w/o Freeboard w/ Freeboard
Design Discharge:
0.45 cis
Depth:
0.07 ft 0.37 ft
Top Width:
- - -- -----------------
2.13 ft 2.73 ft
------- --- -
Velocity:
3.25 fps
X -Section Area:
0.14 sq ft
Hydraulic Radius:
0.062 ft
Froude Number:
2.26
Basin C2 flows to Ditch 3
Stiuclule Mull)
Basin CI flows to Ditch 3
SCr ur.tcije_,�t48 _�1.=tz�clif�I��_CY��nn�f)
Ditch 3 flows into Ditch IB
Trapezoidal Erodible Channel Inputs:
Material: Graded silts to cobbles when colloidal
Left Right
BottomLeft
Freeboard Freeboard Freeboard Limiting
Sideslope Sideslope Slope (%) Manning's n
Width
Depth (ft) % of Depth Mult, x Velocity
Ratio Ratio
(VxD) (fps)
1.00 2.0:1 2.0:1 10.0 0.0300
0.30 5.5
Erodible Channel Results:
Structure #11 (Erodible Channel,)
Ditch 1B flow to Culvert C-14
Trapezoidal Erodible Channel Inputs:
Material: Graded loam to cobbles when noncolloidal
Filename: Basin A- Pond - Basin E.sc4
Printed 12-01-2015
w/o Freeboard w/ Freeboard
Design Discharge:
2.51 cis
Depth:
0.29 ft 0.59 ft
Top Width:
2.17 ft 3.37 ft
Velocity:
5.40 fps
X -Section Area:
0.47 sq ft
Hydraulic Radius:
0.201 ft
Froude Number:
2.05
Structure #11 (Erodible Channel,)
Ditch 1B flow to Culvert C-14
Trapezoidal Erodible Channel Inputs:
Material: Graded loam to cobbles when noncolloidal
Filename: Basin A- Pond - Basin E.sc4
Printed 12-01-2015