2013-06-13_REVISION - M1977305

• Permit No: M1977305
• IBM Index Class Name: REVISION
• Doc Date: 6/13/2013
• Doc Name: AM1 AR4 RESPONSE
• From: OPERATOR
• To: DRMS
• Type & Sequence: AM1
• Email Name: DMC
• Email Name: TC1
• Media Type: D
• Archive: No

Worksheet for C -C Velocity Analysis S T_C.T tort C.° C.
Project Description
Flow Element: Triangular Channel
Friction Method: Manning Formula
Solve For: Normal Depth
Input Data
Roughness Coefficient:
0.035 nni N.
ft
Channel Slope:
0.12000 MAK .
ft/ft
Left Side Slope:
3.00
ft/ft (H:V)
Right Side Slope:
3.00
ft/ft (H:V)
Discharge:
2.44
ft3 /s
Results
0.41
ft
Normal Depth:
0.41
ft
Flow Area:
0.50
ft2
Wetted Perimeter:
2.57
ft
Top Width:
2.44
ft
Critical Depth:
0.53
ft
Critical Slope:
0.02985
ft/ft
Velocity:
4.91
ft/s
Velocity Head:
0.37
ft
Specific Energy:
0.78
ft
Froude Number:
1.92
Flow Type:
Supercritical
GVF Input Data
Downstream Depth:
0.00
ft
Length:
0.00
ft
Number Of Steps:
0
GVF Output Data
Upstream Depth:
0.00
ft
Profile Description:
N/A
Profile Headloss:
0.00
ft
Downstream Velocity:
0.00
ft/s
Upstream Velocity:
0.00
ft/s
Normal Depth:
0.41
ft
Critical Depth:
0.53
ft
Channel Slope:
0.12000
ft/ft
Critical Slope:
0.02985
ft/ft