Toby's Place Subdivision - 1483 North Road Ditch #2

North Ditch on Toby Bunce Ln.
Swale #2
0+00->5+00
NO LINING
Flow:
DA: 1.42 ac
C: 0.65
1: 7.84
7.23cfs
■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X
File Specifications Options Help
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius ft
Normal
De th ft
0.1
1 1.67
1 4.34
0.57
1.12
Unreinforced Vegetation (n=0.043)
S = 0.0050
1 L Bottom 1
3.0 Width = 0.50 ft 3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psf)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
I Type
Density
Straight
Unreinforced
Vegetation
E
I Mix
1 <50 o-
2.16
0.35
6.17
STABLE
Soil
Sandy Loam
0.035
0.028
1.25
STABLE

NAG S7SLining
Flow:
DA:728ac
C:O.6S
|:7.84
0 North American Green ECIVIDSVersi on 4.3- Channel Protection Design, Output Form
File Specifications Options Help
HYDRAULIC RESULTS
S75 (n=0.0,26)
Discharge
Peak Flow
Velocity (fps)
Aiea(sq.ft)
Hydraulic
Normal
0.0050
Not to Scale
Matting Type
Vegetation Characteristics
Reach
Stability Analysis
Permissible
Calculated
Safety Factor
Remarks
Shear Stress
Shear Stress
Staple Pattern
t
Staple D