2015-11-02_REVISION - C1981035 ‎(2)‎

• Permit No: C1981035
• IBM Index Class Name: Revision
• Doc Date: 11/2/2015
• Doc Name: Adequacy Review Responses
• From: GCC Energy
• To: DRMS
• Type & Sequence: TR25
• Email Name: RAR
• Email Name: DIH
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
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10
Left Right
Bottom
Freeboard
Freeboard Freeboard
Limiting
9
Width (ft) Sideslope Sideslope Slope (%) Manning's n
Mult. x
velocity
Ratio Ratio
Depth (ft) % of Depth (VxD)
(fps)
3.00 2.0:1 3.0:1 2.0 0.0250
0.30
6.0
Erodible Channel Results:
Structure #34 6Tull
Basin D flows into Culvert C-10
Structure #35 (Culiiertl
Culvert C-10 Flows into Culvert C-8
Culvert Inputs:
Max. Tailwater Entrance
Length (ft) Slope a/a) Manning's n Headwater ft Loss Coef.
(ft) {) (Ke)
167.00 1.24 0.0240 2.50 0.00 0.9(
Culvert Results:
Design Discharge = 4.06 cfs
Minimum pipe diameter: I - 15 inch pipe(s) required
Structure #29 (Cufvert�
Culvert G8 Flows into Culvert G7
Culvert Inputs:
Max. Tallwater Entrance
Length (ft) Slope (%) Manning's n Headwater ft Loss Coef.
(ft) () (Ke)
60.00 2.17 0.0150 2.50 0.00 0.9(
Culvert Results:
Design Discharge = 4.65 cfs
Minimum pipe diameter: I - 12 inch pipe(s) required
Filename: Basin A- Pond - Basin E.sc4 Printed 10-21-2015
W/o Freeboard wl Freeboard
Design Discharge:
3.01 cfs
Depth:
0.27 ft 0.57 ft
Top Width:
4.33 ft 5.83 ft
Velocity:
3.08 fps
X -Section Area:
0.98 sq ft
Hydraulic Radius:
0.221 ft
Froude Number:
1.14
Structure #34 6Tull
Basin D flows into Culvert C-10
Structure #35 (Culiiertl
Culvert C-10 Flows into Culvert C-8
Culvert Inputs:
Max. Tailwater Entrance
Length (ft) Slope a/a) Manning's n Headwater ft Loss Coef.
(ft) {) (Ke)
167.00 1.24 0.0240 2.50 0.00 0.9(
Culvert Results:
Design Discharge = 4.06 cfs
Minimum pipe diameter: I - 15 inch pipe(s) required
Structure #29 (Cufvert�
Culvert G8 Flows into Culvert G7
Culvert Inputs:
Max. Tallwater Entrance
Length (ft) Slope (%) Manning's n Headwater ft Loss Coef.
(ft) () (Ke)
60.00 2.17 0.0150 2.50 0.00 0.9(
Culvert Results:
Design Discharge = 4.65 cfs
Minimum pipe diameter: I - 12 inch pipe(s) required
Filename: Basin A- Pond - Basin E.sc4 Printed 10-21-2015