SW6240905_Design Calculations (Swales)_20241016

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 1
Name DITCH 1
Discharge 20.29
Channel Slope 0.06
Channel Bottom Width 4
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
S200
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S200 Straight 20.29 cfs 7.03 ft/s 0.52 ft 0.028 2.3 lbs/ft2 1.94 lbs/ft2 1.18 STABLE E
Unvegetated
Underlying Straight 20.29 cfs 7.03 ft/s 0.52 ft 0.028 2.18 Ibs/ft2 1.48 Ibs/ft2 1.47 STABLE E
Substrate
S200 Reinforced Straight 20.29 cfs 7.21 ft/s 0.51 ft 0.027 10 lbs/ft2 1.91 lbs/ft2 5.25 STABLE E
Vegetation
Underlying Straight 20.29 cfs 7.21 ft/s 0.51 ft 0.027 2.3 lbs/ft2 1.46 lbs/ft2 1.58 STABLE E
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 2
Name DITCH 2
Discharge 22.6
Channel Slope 0.009
Channel Bottom Width 4
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 22.6 cfs 3.2 ft/s 1.01 ft 0.034 1.6 lbs/ft2 0.56 lbs/ft2 2.83 STABLE D
Underlying Straight 22.6 cfs 3.2 ft/s 1.01 ft 0.034 1.51 Ibs/ft2 0.38 Ibs/ft2 3.96 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 22.6 cfs 2.65 ft/s 1.14 ft 0.044 4 lbs/ft2 0.64 lbs/ft2 6.23 STABLE --
Vegetation
Underlying Straight 22.6 cfs 2.65 ft/s 1.14 ft 0.044 1.52 Ibs/ft2 0.42 Ibs/ft2 3.58 STABLE --
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 3
Name DITCH 3
Discharge 4.13
Channel Slope 0.06
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
S200
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S200 Straight 4.13 cfs 4.68 ft/s 0.47 ft 0.031 2.3 lbs/ft2 1.74 lbs/ft2 1.32 STABLE E
Unvegetated
Underlying Straight 4.13 cfs 4.68 ft/s 0.47 ft 0.031 2.18 Ibs/ft2 0.96 Ibs/ft2 2.27 STABLE E
Substrate
5200 Reinforced Straight 4.13 cfs 4.64 ft/s 0.47 ft 0.032 10 lbs/ft2 1.75 lbs/ft2 5.71 STABLE E
Vegetation
Underlying Straight 4.13 cfs 4.64 ft/s 0.47 ft 0.032 2.3 lbs/ft2 0.96 lbs/ft2 2.39 STABLE E
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 4
Name DITCH 4
Discharge 4.35
Channel Slope 0.009
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 4.35 cfs 1.56 ft/s 0.89 ft 0.054 4 lbs/ft2 0.5 Ibs/ft2 8.04 STABLE
Vegetation
Underlying Straight 4.35 cfs 1.56 ft/s 0.89 ft 0.054 2.27 Ibs/ft2 0.26 Ibs/ft2 8.81 STABLE
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 5
Name DITCH 5
Discharge 1.36
Channel Slope 0.029
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 1.36 cfs 2.52 ft/s 0.35 ft 0.034 1.6 lbs/ft2 0.63 lbs/ft2 2.53 STABLE D
Underlying Straight 1.36 cfs 2.52 ft/s 0.35 ft 0.034 1.51 Ibs/ft2 0.36 Ibs/ft2 4.2 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 1.36 cfs 2.05 ft/s 0.39 ft 0.045 4 lbs/ft2 0.71 Ibs/ft2 5.61 STABLE --
Vegetation
Underlying Straight 1.36 cfs 2.05 ft/s 0.39 ft 0.045 1.59 Ibs/ft2 0.4 lbs/ft2 3.97 STABLE --
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 6
Name DITCH 6
Discharge 4.23
Channel Slope 0.0075
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 4.23 cfs 1.38 ft/s 0.93 ft 0.057 4 lbs/ft2 0.43 Ibs/ft2 9.2 STABLE
Vegetation
Underlying Straight 4.23 cfs 1.38 ft/s 0.93 ft 0.057 2.53 Ibs/ft2 0.22 Ibs/ft2 11.3 STABLE --
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 7
Name DITCH 7
Discharge 13.74
Channel Slope 0.007
Channel Bottom Width 4
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 13.74 cfs 1.91 ft/s 1.02 ft 0.051 4 lbs/ft2 0.44 lbs/ft2 9 STABLE
Vegetation
Underlying Straight 13.74 cfs 1.91 ft/s 1.02 ft 0.051 2 lbs/ft2 0.3 Ibs/ft2 6.67 STABLE
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 8
Name DITCH 8
Discharge 1.3
Channel Slope 0.027
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 1.3 cfs 1.94 ft/s 0.4 ft 0.046 4 lbs/ft2 0.67 lbs/ft2 5.98 STABLE
Vegetation
Underlying Straight 1.3 cfs 1.94 ft/s 0.4 ft 0.046 1.68 Ibs/ft2 0.38 Ibs/ft2 4.46 STABLE
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 9
Name DITCH 9
Discharge 0.53
Channel Slope 0.025
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 0.53 cfs 1.35 ft/s 0.29 ft 0.053 4 lbs/ft2 0.45 lbs/ft2 8.91 STABLE --
Vegetation
Underlying Straight 0.53 cfs 1.35 ft/s 0.29 ft 0.053 2.22 Ibs/ft2 0.26 Ibs/ft2 8.43 STABLE
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 10
Name DITCH 10
Discharge 43.26
Channel Slope 0.01
Channel Bottom Width 4
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
Rock Riprap
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Rock Riprap Straight 43.26 cfs 1.79 ft/s 2.25 ft 0.1 2.67 lbs/ft2 0.83 lbs/ft2 3.23 STABLE --
Unvegetated
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Remarks
Depth Mannings N Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 43.26 cfs 4.1 ft/s 1.32 ft 0.033 1.6 lbs/ft2 0.83 lbs/ft2 1.94 STABLE D
Underlying Straight 43.26 cfs 4.1 ft/s 1.32 ft 0.033 1.51 lbs/ft2 0.53 lbs/ft2 2.85 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Remarks
Depth Mannings N Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 43.26 cfs 3.59 ft/s 1.45 ft 0.039 4 lbs/ft2 0.9 lbs/ft2 4.43 STABLE --
Vegetation
Underlying Straight 43.26 cfs 3.59 ft/s 1.45 ft 0.039 1.2 lbs/ft2 0.57 lbs/ft2 2.09 STABLE --
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 11
Name DITCH 11
Discharge 0.43
Channel Slope 0.024
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 0.43 cfs 1.22 ft/s 0.27 ft 0.056 4 lbs/ft2 0.4 Ibs/ft2 9.94 STABLE --
Vegetation
Underlying Straight 0.43 cfs 1.22 ft/s 0.27 ft 0.056 2.41 Ibs/ft2 0.24 Ibs/ft2 10.07 STABLE
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 12
Name DITCH 12
Discharge 2.01
Channel Slope 0.029
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 2.01 cfs 2.82 ft/s 0.41 ft 0.034 1.6 lbs/ft2 0.74 lbs/ft2 2.15 STABLE D
Underlying Straight 2.01 cfs 2.82 ft/s 0.41 ft 0.034 1.51 Ibs/ft2 0.42 Ibs/ft2 3.64 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 2.01 cfs 2.36 ft/s 0.46 ft 0.043 4 lbs/ft2 0.83 lbs/ft2 4.84 STABLE --
Vegetation
Underlying Straight 2.01 cfs 2.36 ft/s 0.46 ft 0.043 1.44 Ibs/ft2 0.46 Ibs/ft2 3.15 STABLE --
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 13
Name DITCH 13
Discharge 0.97
Channel Slope 0.029
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 0.97 cfs 1.82 ft/s 0.35 ft 0.047 4 lbs/ft2 0.63 lbs/ft2 6.38 STABLE --
Vegetation
Underlying Straight 0.97 cfs 1.82 ft/s 0.35 ft 0.047 1.74 Ibs/ft2 0.36 Ibs/ft2 4.86 STABLE
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 14
Name DITCH 14
Discharge 3.18
Channel Slope 0.044
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 3.18 cfs 3.88 ft/s 0.45 ft 0.032 1.6 lbs/ft2 1.22 lbs/ft2 1.31 STABLE D
Underlying Straight 3.18 cfs 3.88 ft/s 0.45 ft 0.032 1.51 Ibs/ft2 0.68 Ibs/ft2 2.24 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 3.18 cfs 3.52 ft/s 0.47 ft 0.036 4 lbs/ft2 1.29 Ibs/ft2 3.1 STABLE --
Vegetation
Underlying Straight 3.18 cfs 3.52 ft/s 0.47 ft 0.036 1.01 Ibs/ft2 0.71 Ibs/ft2 1.42 STABLE --
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 15
Name DITCH 15
Discharge 1.5
Channel Slope 0.044
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 1.5 cfs 3.12 ft/s 0.33 ft 0.033 1.6 lbs/ft2 0.89 Ibs/ft2 1.79 STABLE D
Underlying Straight 1.5 cfs 3.12 ft/s 0.33 ft 0.033 1.51 Ibs/ft2 0.52 Ibs/ft2 2.94 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 1.5 cfs 2.71 ft/s 0.35 ft 0.04 4 lbs/ft2 0.97 lbs/ft2 4.11 STABLE --
Vegetation
Underlying Straight 1.5 cfs 2.71 ft/s 0.35 ft 0.04 1.23 Ibs/ft2 0.55 Ibs/ft2 2.21 STABLE --
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 16
Name DITCH 16
Discharge 6.03
Channel Slope 0.009
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 6.03 cfs 1.74 ft/s 0.99 ft 0.052 4 lbs/ft2 0.56 lbs/ft2 7.17 STABLE
Vegetation
Underlying Straight 6.03 cfs 1.74 ft/s 0.99 ft 0.052 2.08 Ibs/ft2 0.29 Ibs/ft2 7.27 STABLE
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 17
Name DITCH 17
Discharge 1.9
Channel Slope 0.009
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 1.9 cfs 1.16 ft/s 0.66 ft 0.06 4 lbs/ft2 0.37 Ibs/ft2 10.82 STABLE
Vegetation
Underlying Straight 1.9 cfs 1.16 ft/s 0.66 ft 0.06 2.82 Ibs/ft2 0.2 Ibs/ft2 14.37 STABLE --
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 18
Name DITCH 18
Discharge 1.2
Channel Slope 0.005
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 1.2 cfs 0.7 ft/s 0.68 ft 0.075 4 lbs/ft2 0.21 Ibs/ft2 18.99 STABLE
Vegetation
Underlying Straight 1.2 cfs 0.7 ft/s 0.68 ft 0.075 4 Ibs/ft2 0.11 Ibs/ft2 35.87 STABLE
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 19
Name DITCH 19
Discharge 0.82
Channel Slope 0.005
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 0.82 cfs 0.62 ft/s 0.59 ft 0.079 4 lbs/ft2 0.18 Ibs/ft2 21.8 STABLE
Vegetation
Underlying Straight 0.82 cfs 0.62 ft/s 0.59 ft 0.079 4 lbs/ft2 0.1 Ibs/ft2 40.63 STABLE
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 20
Name DITCH 20
Discharge 15.38
Channel Slope 0.023
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 15.38 cfs 4.47 ft/s 0.79 ft 0.031 1.6 lbs/ft2 1.13 lbs/ft2 1.41 STABLE D
Underlying Straight 15.38 cfs 4.47 ft/s 0.79 ft 0.031 1.51 Ibs/ft2 0.71 Ibs/ft2 2.14 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 15.38 cfs 4.1 ft/s 0.83 ft 0.035 4 lbs/ft2 1.2 Ibs/ft2 3.34 STABLE --
Vegetation
Underlying Straight 15.38 cfs 4.1 ft/s 0.83 ft 0.035 0.97 Ibs/ft2 0.74 Ibs/ft2 1.32 STABLE --
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 21
Name DITCH 21
Discharge 17.39
Channel Slope 0.015
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 17.39 cfs 3.84 ft/s 0.94 ft 0.033 1.6 lbs/ft2 0.88 Ibs/ft2 1.82 STABLE D
Underlying Straight 17.39 cfs 3.84 ft/s 0.94 ft 0.033 1.51 Ibs/ft2 0.53 Ibs/ft2 2.84 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 17.39 cfs 3.35 ft/s 1.02 ft 0.039 4 lbs/ft2 0.96 lbs/ft2 4.18 STABLE --
Vegetation
Underlying Straight 17.39 cfs 3.35 ft/s 1.02 ft 0.039 1.2 Ibs/ft2 0.57 lbs/ft2 2.09 STABLE --
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 22
Name DITCH 22
Discharge 18.62
Channel Slope 0.008
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
Rock Riprap
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Rock Riprap Straight 18.62 cfs 1.47 ft/s 1.75 ft 0.088 2.67 lbs/ft2 0.48 lbs/ft2 5.51 STABLE --
Unvegetated
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Remarks
Depth Mannings N Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 18.62 cfs 2.96 ft/s 1.15 ft 0.035 1.6 lbs/ft2 0.58 lbs/ft2 2.78 STABLE D
Underlying Straight 18.62 cfs 2.96 ft/s 1.15 ft 0.035 1.51 lbs/ft2 0.34 lbs/ft2 4.48 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Remarks
Depth Mannings N Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 18.62 cfs 2.39 ft/s 1.31 ft 0.046 4 lbs/ft2 0.66 lbs/ft2 6.11 STABLE --
Vegetation
Underlying Straight 18.62 cfs 2.39 ft/s 1.31 ft 0.046 1.67 lbs/ft2 0.38 lbs/ft2 4.42 STABLE --
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 23
Name DITCH 23
Discharge 5.99
Channel Slope 0.026
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 5.99 cfs 3.68 ft/s 0.66 ft 0.032 1.6 lbs/ft2 1.07 lbs/ft2 1.5 STABLE D
Underlying Straight 5.99 cfs 3.68 ft/s 0.66 ft 0.032 1.51 Ibs/ft2 0.57 Ibs/ft2 2.67 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 5.99 cfs 3.24 ft/s 0.71 ft 0.038 4 lbs/ft2 1.15 Ibs/ft2 3.49 STABLE --
Vegetation
Underlying Straight 5.99 cfs 3.24 ft/s 0.71 ft 0.038 1.15 Ibs/ft2 0.6 Ibs/ft2 1.9 STABLE --
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 24
Name DITCH 24
Discharge 0.33
Channel Slope 0.026
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 0.33 cfs 1.16 ft/s 0.24 ft 0.056 4 lbs/ft2 0.38 lbs/ft2 10.49 STABLE
Vegetation
Underlying Straight 0.33 cfs 1.16 ft/s 0.24 ft 0.056 2.47 Ibs/ft2 0.23 Ibs/ft2 10.68 STABLE
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 25
Name DITCH 25
Discharge 7.41
Channel Slope 0.015
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 7.41 cfs 3.05 ft/s 0.82 ft 0.034 1.6 lbs/ft2 0.77 lbs/ft2 2.08 STABLE D
Underlying Straight 7.41 cfs 3.05 ft/s 0.82 ft 0.034 1.51 Ibs/ft2 0.4 Ibs/ft2 3.79 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 7.41 cfs 2.53 ft/s 0.91 ft 0.044 4 lbs/ft2 0.85 Ibs/ft2 4.7 STABLE --
Vegetation
Underlying Straight 7.41 cfs 2.53 ft/s 0.91 ft 0.044 1.48 Ibs/ft2 0.44 Ibs/ft2 3.37 STABLE --
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 26
Name DITCH 26
Discharge 0.63
Channel Slope 0.015
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 0.63 cfs 1.07 ft/s 0.37 ft 0.06 4 lbs/ft2 0.34 Ibs/ft2 11.61 STABLE
Vegetation
Underlying Straight 0.63 cfs 1.07 ft/s 0.37 ft 0.06 2.83 Ibs/ft2 0.2 Ibs/ft2 14.46 STABLE
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 27
Name DITCH 27
Discharge 11.39
Channel Slope 0.037
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
S200
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S200 Straight 11.39 cfs 5.04 ft/s 0.79 ft 0.031 2.3 lbs/ft2 1.82 lbs/ft2 1.26 STABLE E
Unvegetated
Underlying Straight 11.39 cfs 5.04 ft/s 0.79 ft 0.031 2.18 Ibs/ft2 0.95 Ibs/ft2 2.29 STABLE E
Substrate
5200 Reinforced Straight 11.39 cfs 4.97 ft/s 0.79 ft 0.032 10 lbs/ft2 1.83 lbs/ft2 5.47 STABLE E
Vegetation
Underlying Straight 11.39 cfs 4.97 ft/s 0.79 ft 0.032 2.3 lbs/ft2 0.95 lbs/ft2 2.41 STABLE E
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 28
Name DITCH 28
Discharge 1.29
Channel Slope 0.037
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 1.29 cfs 2.76 ft/s 0.32 ft 0.034 1.6 lbs/ft2 0.74 lbs/ft2 2.17 STABLE D
Underlying Straight 1.29 cfs 2.76 ft/s 0.32 ft 0.034 1.51 Ibs/ft2 0.43 Ibs/ft2 3.55 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 1.29 cfs 2.32 ft/s 0.35 ft 0.042 4 lbs/ft2 0.82 lbs/ft2 4.89 STABLE --
Vegetation
Underlying Straight 1.29 cfs 2.32 ft/s 0.35 ft 0.042 1.41 Ibs/ft2 0.47 Ibs/ft2 3.02 STABLE --
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 29
Name DITCH 29
Discharge 16.15
Channel Slope 0.005
Channel Bottom Width 4
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 16.15 cfs 1.68 ft/s 1.24 ft 0.054 4 lbs/ft2 0.39 lbs/ft2 10.33 STABLE --
Vegetation
Underlying Straight 16.15 cfs 1.68 ft/s 1.24 ft 0.054 2.3 lbs/ft2 0.25 Ibs/ft2 9.13 STABLE
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 30
Name DITCH 30
Discharge 1.81
Channel Slope 0.005
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 1.81 cfs 0.81 ft/s 0.78 ft 0.071 4 lbs/ft2 0.24 lbs/ft2 16.38 STABLE --
Vegetation
Underlying Straight 1.81 cfs 0.81 ft/s 0.78 ft 0.071 3.98 Ibs/ft2 0.13 Ibs/ft2 31.15 STABLE
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 31
Name DITCH 31
Discharge 7.75
Channel Slope 0.048
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
S200
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S200 Straight 7.75 cfs 5.1 ft/s 0.63 ft 0.031 2.3 lbs/ft2 1.9 Ibs/ft2 1.21 STABLE E
Unvegetated
Underlying Straight 7.75 cfs 5.1 ft/s 0.63 ft 0.031 2.18 Ibs/ft2 1.01 Ibs/ft2 2.16 STABLE E
Substrate
8200 Reinforced Straight 7.75 cfs 5.07 ft/s 0.64 ft 0.031 10 lbs/ft2 1.9 Ibs/ft2 5.26 STABLE E
Vegetation
Underlying Straight 7.75 cfs 5.07 ft/s 0.64 ft 0.031 2.3 lbs/ft2 1.01 lbs/ft2 2.27 STABLE E
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 32
Name DITCH 32
Discharge 1.21
Channel Slope 0.048
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 1.21 cfs 3.05 ft/s 0.29 ft 0.033 1.6 lbs/ft2 0.87 lbs/ft2 1.84 STABLE D
Underlying Straight 1.21 cfs 3.05 ft/s 0.29 ft 0.033 1.51 Ibs/ft2 0.51 Ibs/ft2 2.97 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 1.21 cfs 2.64 ft/s 0.32 ft 0.04 4 lbs/ft2 0.95 Ibs/ft2 4.22 STABLE --
Vegetation
Underlying Straight 1.21 cfs 2.64 ft/s 0.32 ft 0.04 1.24 Ibs/ft2 0.55 Ibs/ft2 2.25 STABLE --
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 33
Name DITCH 33
Discharge 30.57
Channel Slope 0.009
Channel Bottom Width 4
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
Rock Riprap
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Rock Riprap Straight 30.57 cfs 1.61 ft/s 1.93 ft 0.097 2.67 lbs/ft2 0.66 lbs/ft2 4.07 STABLE --
Unvegetated
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Remarks
Depth Mannings N Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 30.57 cfs 3.52 ft/s 1.16 ft 0.034 1.6 lbs/ft2 0.65 lbs/ft2 2.45 STABLE D
Underlying Straight 30.57 cfs 3.52 ft/s 1.16 ft 0.034 1.51 lbs/ft2 0.43 lbs/ft2 3.52 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Remarks
Depth Mannings N Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 30.57 cfs 2.97 ft/s 1.3 ft 0.042 4 lbs/ft2 0.73 lbs/ft2 5.48 STABLE --
Vegetation
Underlying Straight 30.57 cfs 2.97 ft/s 1.3 ft 0.042 1.4 lbs/ft2 0.47 lbs/ft2 2.96 STABLE --
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 34
Name DITCH 34
Discharge 2.22
Channel Slope 0.0075
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 2.22 cfs 1.1 ft/s 0.74 ft 0.062 4 lbs/ft2 0.35 lbs/ft2 11.58 STABLE
Vegetation
Underlying Straight 2.22 cfs 1.1 ft/s 0.74 ft 0.062 3 lbs/ft2 0.18 Ibs/ft2 16.55 STABLE
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 35
Name DITCH 35
Discharge 3.71
Channel Slope 0.012
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 3.71 cfs 1.74 ft/s 0.76 ft 0.051 4 lbs/ft2 0.57 lbs/ft2 7.01 STABLE
Vegetation
Underlying Straight 3.71 cfs 1.74 ft/s 0.76 ft 0.051 2.01 Ibs/ft2 0.3 Ibs/ft2 6.73 STABLE
Substrate

ElNORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 36
Name DITCH 36
Discharge 6.42
Channel Slope 0.019
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Good 65-79%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 6.42 cfs 3.15 ft/s 0.56 ft 0.033 1.6 lbs/ft2 0.66 lbs/ft2 2.43 STABLE D
Underlying Straight 6.42 cfs 3.15 ft/s 0.56 ft 0.033 1.51 Ibs/ft2 0.44 Ibs/ft2 3.46 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 6.42 cfs 2.67 ft/s 0.62 ft 0.042 4 lbs/ft2 0.74 Ibs/ft2 5.42 STABLE --
Vegetation
Underlying Straight 6.42 cfs 2.67 ft/s 0.62 ft 0.042 1.38 Ibs/ft2 0.48 Ibs/ft2 2.87 STABLE --
Substrate