SW6240105_Design Calculations_20240424

NORTH 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 0.6
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 Fair 50-64%
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 0.6 cfs 0.55 ft/s 0.52 ft 0.082 4 lbs/ft2 0.16 lbs/ft2 24.47 STABLE
Vegetation
Underlying Straight 0.6 cfs 0.55 ft/s 0.52 ft 0.082 4 lbs/ft2 0.09 lbs/ft2 45.04 STABLE
Substrate

NORTH 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 2.12
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 Fair 50-64%
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 2.12 cfs 0.86 ft/s 0.83 ft 0.07 4 lbs/ft2 0.26 lbs/ft2 15.48 STABLE --
Vegetation
Underlying Straight 2.12 cfs 0.86 ft/s 0.83 ft 0.07 3.6 lbs/ft2 0.13 lbs/ft2 26.77 STABLE
Substrate

NORTH 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 0.56
Channel Slope 0.0055
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 Fair 50-64%
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 0.56 cfs 0.57 ft/s 0.5 ft 0.081 4 lbs/ft2 0.17 lbs/ft2 23.54 STABLE --
Vegetation
Underlying Straight 0.56 cfs 0.57 ft/s 0.5 ft 0.081 4 lbs/ft2 0.09 lbs/ft2 43.06 STABLE
Substrate

NORTH 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 1.69
Channel Slope 0.0055
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 Fair 50-64%
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 1.69 cfs 0.84 ft/s 0.74 ft 0.07 4 lbs/ft2 0.25 lbs/ft2 15.75 STABLE
Vegetation
Underlying Straight 1.69 cfs 0.84 ft/s 0.74 ft 0.07 3.62 lbs/ft2 0.13 lbs/ft2 27.16 STABLE
Substrate

NORTH 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 1.14
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 Fair 50-64%
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 1.14 cfs 1.76 ft/s 0.39 ft 0.048 4 lbs/ft2 0.6 lbs/ft2 6.64 STABLE --
Vegetation
Underlying Straight 1.14 cfs 1.76 ft/s 0.39 ft 0.048 1.71 Ibs/ft2 0.34 Ibs/ft2 5.05 STABLE --
Substrate

NORTH 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 2.84
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 Fair 50-64%
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 2.84 cfs 2.91 ft/s 0.49 ft 0.034 1.6 lbs/ft2 0.77 lbs/ft2 2.09 STABLE D
Underlying Straight 2.84 cfs 2.91 ft/s 0.49 ft 0.034 1.51 Ibs/ft2 0.42 Ibs/ft2 3.61 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 2.84 cfs 2.44 ft/s 0.55 ft 0.043 4 lbs/ft2 0.85 lbs/ft2 4.7 STABLE --
Vegetation
Underlying Straight 2.84 cfs 2.44 ft/s 0.55 ft 0.043 1.34 lbs/ft2 0.46 lbs/ft2 2.92 STABLE --
Substrate

NORTH 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 3.41
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 Fair 50-64%
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 3.41 cfs 3.07 ft/s 0.53 ft 0.033 1.6 lbs/ft2 0.83 lbs/ft2 1.93 STABLE D
Underlying Straight 3.41 cfs 3.07 ft/s 0.53 ft 0.033 1.51 Ibs/ft2 0.45 Ibs/ft2 3.38 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 3.41 cfs 2.6 ft/s 0.58 ft 0.042 4 lbs/ft2 0.91 lbs/ft2 4.4 STABLE --
Vegetation
Underlying Straight 3.41 cfs 2.6 ft/s 0.58 ft 0.042 1.28 Ibs/ft2 0.49 Ibs/ft2 2.62 STABLE --
Substrate

NORTH 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 1.63
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 Fair 50-64%
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 1.63 cfs 2.48 ft/s 0.39 ft 0.035 1.6 lbs/ft2 0.61 lbs/ft2 2.62 STABLE D
Underlying Straight 1.63 cfs 2.48 ft/s 0.39 ft 0.035 1.51 Ibs/ft2 0.34 Ibs/ft2 4.4 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 1.63 cfs 2.01 ft/s 0.44 ft 0.046 4 lbs/ft2 0.69 lbs/ft2 5.78 STABLE --
Vegetation
Underlying Straight 1.63 cfs 2.01 ft/s 0.44 ft 0.046 1.56 Ibs/ft2 0.38 Ibs/ft2 4.06 STABLE --
Substrate

NORTH 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 6.28
Channel Slope 0.02
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 Fair 50-64%
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 6.28 cfs 3.2 ft/s 0.54 ft 0.033 1.6 lbs/ft2 0.68 lbs/ft2 2.37 STABLE D
Underlying Straight 6.28 cfs 3.2 ft/s 0.54 ft 0.033 1.51 Ibs/ft2 0.45 Ibs/ft2 3.35 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 6.28 cfs 2.73 ft/s 0.6 ft 0.042 4 lbs/ft2 0.75 lbs/ft2 5.31 STABLE --
Vegetation
Underlying Straight 6.28 cfs 2.73 ft/s 0.6 ft 0.042 1.27 lbs/ft2 0.49 lbs/ft2 2.58 STABLE --
Substrate

NORTH 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 1.16
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 Fair 50-64%
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 1.16 cfs 1.16 ft/s 0.5 ft 0.059 4 lbs/ft2 0.37 lbs/ft2 10.68 STABLE --
Vegetation
Underlying Straight 1.16 cfs 1.16 ft/s 0.5 ft 0.059 2.57 lbs/ft2 0.2 lbs/ft2 12.58 STABLE
Substrate

NORTH 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 0.36
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 Fair 50-64%
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 0.36 cfs 0.77 ft/s 0.32 ft 0.069 4 lbs/ft2 0.24 lbs/ft2 16.68 STABLE
Vegetation
Underlying Straight 0.36 cfs 0.77 ft/s 0.32 ft 0.069 3.51 lbs/ft2 0.14 lbs/ft2 25.3 STABLE
Substrate

NORTH 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 9.12
Channel Slope 0.0066
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 Fair 50-64%
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 9.12 cfs 1.68 ft/s 1.27 ft 0.053 4 lbs/ft2 0.52 lbs/ft2 7.68 STABLE
Vegetation
Underlying Straight 9.12 cfs 1.68 ft/s 1.27 ft 0.053 2.1 lbs/ft2 0.26 lbs/ft2 7.98 STABLE
Substrate

NORTH 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 1.17
Channel Slope 0.0066
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 Fair 50-64%
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 1.17 cfs 0.82 ft/s 0.61 ft 0.07 4 lbs/ft2 0.25 lbs/ft2 15.88 STABLE --
Vegetation
Underlying Straight 1.17 cfs 0.82 ft/s 0.61 ft 0.07 3.59 lbs/ft2 0.13 lbs/ft2 26.71 STABLE
Substrate

NORTH 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 9.58
Channel Slope 0.0175
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 Fair 50-64%
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 9.58 cfs 3.52 ft/s 0.87 ft 0.033 1.6 lbs/ft2 0.95 lbs/ft2 1.68 STABLE D
Underlying Straight 9.58 cfs 3.52 ft/s 0.87 ft 0.033 1.51 Ibs/ft2 0.49 Ibs/ft2 3.07 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 9.58 cfs 3.02 ft/s 0.95 ft 0.04 4 lbs/ft2 1.03 lbs/ft2 3.87 STABLE --
Vegetation
Underlying Straight 9.58 cfs 3.02 ft/s 0.95 ft 0.04 1.2 Ibs/ft2 0.53 Ibs/ft2 2.25 STABLE --
Substrate

NORTH 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 0.7
Channel Slope 0.01
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 Fair 50-64%
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 0.7 cfs 0.87 ft/s 0.44 ft 0.066 4 lbs/ft2 0.27 lbs/ft2 14.56 STABLE --
Vegetation
Underlying Straight 0.7 cfs 0.87 ft/s 0.44 ft 0.066 3.26 lbs/ft2 0.15 lbs/ft2 21.39 STABLE
Substrate

NORTH 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 2.78
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 Fair 50-64%
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 2.78 cfs 1.79 ft/s 0.64 ft 0.049 4 lbs/ft2 0.6 lbs/ft2 6.69 STABLE --
Vegetation
Underlying Straight 2.78 cfs 1.79 ft/s 0.64 ft 0.049 1.81 lbs/ft2 0.32 lbs/ft2 5.67 STABLE
Substrate

NORTH 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 2.07
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 Fair 50-64%
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 2.07 cfs 1.62 ft/s 0.58 ft 0.051 4 lbs/ft2 0.54 lbs/ft2 7.43 STABLE --
Vegetation
Underlying Straight 2.07 cfs 1.62 ft/s 0.58 ft 0.051 1.95 lbs/ft2 0.29 lbs/ft2 6.73 STABLE
Substrate

NORTH 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 3.13
Channel Slope 0.085
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 Fair 50-64%
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 3.13 cfs 5.13 ft/s 0.37 ft 0.03 2.3 lbs/ft2 1.99 lbs/ft2 1.16 STABLE E
Unvegetated
Underlying Straight 3.13 cfs 5.13 ft/s 0.37 ft 0.03 2.18 lbs/ft2 1.13 lbs/ft2 1.94 STABLE E
Substrate
S200 Reinforced Straight 3.13 cfs 5.15 ft/s 0.37 ft 0.03 10 lbs/ft2 1.98 lbs/ft2 5.04 STABLE E
Vegetation
Underlying Straight 3.13 cfs 5.15 ft/s 0.37 ft 0.03 2.3 lbs/ft2 1.12 lbs/ft2 2.05 STABLE E
Substrate

NORTH 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 2.93
Channel Slope 0.09
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 Fair 50-64%
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 Reinforced Straight 2.93 cfs 5.2 ft/s 0.36 ft 0.03 10 lbs/ft2 2.01 lbs/ft2 4.98 STABLE E
Vegetation
Underlying Straight 2.93 cfs 5.2 ft/s 0.36 ft 0.03 2.3 lbs/ft2 1.14 lbs/ft2 2.01 STABLE E
Substrate
S200 Straight 2.93 cfs 5.16 ft/s 0.36 ft 0.03 2.3 lbs/ft2 2.01 lbs/ft2 1.14 STABLE E
Unvegetated
Underlying Straight 2.93 cfs 5.16 ft/s 0.36 ft 0.03 2.18 lbs/ft2 1.15 lbs/ft2 1.9 STABLE E
Substrate

NORTH 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 3.51
Channel Slope 0.13
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 Fair 50-64%
Soil Type Sandy Loam(GM)
SC250
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
SC250 Straight 3.51 cfs 6.07 ft/s 0.36 ft 0.031 3 lbs/ft2 2.95 lbs/ft2 1.02 STABLE E
Unvegetated
Underlying Straight 3.51 cfs 6.07 ft/s 0.36 ft 0.031 2.84 lbs/ft2 1.67 lbs/ft2 1.7 STABLE E
Substrate
SC250 Straight 3.51 cfs 6.87 ft/s 0.34 ft 0.026 10 lbs/ft2 2.74 lbs/ft2 3.65 STABLE E
Reinforced
Vegetation
Underlying Straight 3.51 cfs 6.87 ft/s 0.34 ft 0.026 3 lbs/ft2 1.57 lbs/ft2 1.91 STABLE E
Substrate

NORTH 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 3.74
Channel Slope 0.09
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 Fair 50-64%
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 3.74 cfs 5.08 ft/s 0.26 ft 0.03 2.3 lbs/ft2 1.48 lbs/ft2 1.56 STABLE E
Unvegetated
Underlying Straight 3.74 cfs 5.08 ft/s 0.26 ft 0.03 2.18 lbs/ft2 1.13 lbs/ft2 1.93 STABLE E
Substrate
S200 Reinforced Straight 3.74 cfs 5.1 ft/s 0.26 ft 0.03 10 lbs/ft2 1.47 lbs/ft2 6.79 STABLE E
Vegetation
Underlying Straight 3.74 cfs 5.1 ft/s 0.26 ft 0.03 2.3 lbs/ft2 1.12 lbs/ft2 2.05 STABLE E
Substrate

NORTH 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 2.96
Channel Slope 0.067
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 Fair 50-64%
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 2.96 cfs 4.19 ft/s 0.25 ft 0.031 1.6 lbs/ft2 1.06 lbs/ft2 1.51 STABLE D
Underlying Straight 2.96 cfs 4.19 ft/s 0.25 ft 0.031 1.51 Ibs/ft2 0.81 Ibs/ft2 1.86 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 2.96 cfs 3.96 ft/s 0.27 ft 0.033 4 lbs/ft2 1.11 lbs/ft2 3.59 STABLE --
Vegetation
Underlying Straight 2.96 cfs 3.96 ft/s 0.27 ft 0.033 0.83 Ibs/ft2 0.85 Ibs/ft2 0.98 UNSTABLE --
Substrate

NORTH 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 1.3
Channel Slope 0.034
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 Fair 50-64%
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 1.3 cfs 2.67 ft/s 0.33 ft 0.034 1.6 lbs/ft2 0.7 lbs/ft2 2.3 STABLE D
Underlying Straight 1.3 cfs 2.67 ft/s 0.33 ft 0.034 1.51 Ibs/ft2 0.4 Ibs/ft2 3.77 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 1.3 cfs 2.22 ft/s 0.37 ft 0.043 4 lbs/ft2 0.78 lbs/ft2 5.14 STABLE --
Vegetation
Underlying Straight 1.3 cfs 2.22 ft/s 0.37 ft 0.043 1.39 Ibs/ft2 0.44 Ibs/ft2 3.15 STABLE --
Substrate

NORTH 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 1.79
Channel Slope 0.034
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 Fair 50-64%
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 1.79 cfs 2.93 ft/s 0.38 ft 0.033 1.6 lbs/ft2 0.8 lbs/ft2 2.01 STABLE D
Underlying Straight 1.79 cfs 2.93 ft/s 0.38 ft 0.033 1.51 Ibs/ft2 0.45 Ibs/ft2 3.36 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 1.79 cfs 2.48 ft/s 0.41 ft 0.042 4 lbs/ft2 0.88 lbs/ft2 4.55 STABLE --
Vegetation
Underlying Straight 1.79 cfs 2.48 ft/s 0.41 ft 0.042 1.28 lbs/ft2 0.49 lbs/ft2 2.6 STABLE --
Substrate

NORTH 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 2.92
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 Fair 50-64%
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 2.92 cfs 3.94 ft/s 0.42 ft 0.031 1.6 lbs/ft2 1.26 lbs/ft2 1.27 STABLE D
Underlying Straight 2.92 cfs 3.94 ft/s 0.42 ft 0.031 1.51 Ibs/ft2 0.7 Ibs/ft2 2.16 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 2.92 cfs 3.6 ft/s 0.44 ft 0.035 4 lbs/ft2 1.33 lbs/ft2 3.01 STABLE --
Vegetation
Underlying Straight 2.92 cfs 3.6 ft/s 0.44 ft 0.035 0.92 lbs/ft2 0.73 lbs/ft2 1.26 STABLE --
Substrate

NORTH 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 outfall
Name Ditch 26 outfall
Discharge 3.14
Channel Slope 0.06
Channel Bottom Width 2
Left Side Slope 50
Right Side Slope 50
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
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 3.14 cfs 1.64 ft/s 0.18 ft 0.047 4 lbs/ft2 0.66 lbs/ft2 6.05 STABLE
Vegetation
Underlying Straight 3.14 cfs 1.64 ft/s 0.18 ft 0.047 1.62 lbs/ft2 0.36 lbs/ft2 4.45 STABLE
Substrate

NORTH 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 3.14
Channel Slope 0.025
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 Fair 50-64%
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 3.14 cfs 2.82 ft/s 0.36 ft 0.034 1.6 lbs/ft2 0.56 lbs/ft2 2.85 STABLE D
Underlying Straight 3.14 cfs 2.82 ft/s 0.36 ft 0.034 1.51 Ibs/ft2 0.4 Ibs/ft2 3.75 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 3.14 cfs 2.37 ft/s 0.41 ft 0.043 4 lbs/ft2 0.64 lbs/ft2 6.27 STABLE --
Vegetation
Underlying Straight 3.14 cfs 2.37 ft/s 0.41 ft 0.043 1.37 Ibs/ft2 0.45 Ibs/ft2 3.06 STABLE --
Substrate

NORTH 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 10.09
Channel Slope 0.014
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 Fair 50-64%
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 10.09 cfs 3.16 ft/s 0.75 ft 0.034 1.6 lbs/ft2 0.65 lbs/ft2 2.45 STABLE D
Underlying Straight 10.09 cfs 3.16 ft/s 0.75 ft 0.034 1.51 Ibs/ft2 0.41 Ibs/ft2 3.67 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 10.09 cfs 2.65 ft/s 0.84 ft 0.043 4 lbs/ft2 0.73 lbs/ft2 5.44 STABLE --
Vegetation
Underlying Straight 10.09 cfs 2.65 ft/s 0.84 ft 0.043 1.36 lbs/ft2 0.45 lbs/ft2 2.99 STABLE --
Substrate

NORTH 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 3.21
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 Fair 50-64%
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 3.21 cfs 3.02 ft/s 0.52 ft 0.033 1.6 lbs/ft2 0.81 lbs/ft2 1.98 STABLE D
Underlying Straight 3.21 cfs 3.02 ft/s 0.52 ft 0.033 1.51 Ibs/ft2 0.44 Ibs/ft2 3.45 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 3.21 cfs 2.54 ft/s 0.57 ft 0.042 4 lbs/ft2 0.89 lbs/ft2 4.5 STABLE --
Vegetation
Underlying Straight 3.21 cfs 2.54 ft/s 0.57 ft 0.042 1.3 Ibs/ft2 0.48 Ibs/ft2 2.72 STABLE --
Substrate

NORTH 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 62.71
Channel Slope 0.0075
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 Fair 50-64%
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 62.71 cfs 1.78 ft/s 3.11 ft 0.1 2.67 lbs/ft2 0.76 lbs/ft2 3.5 STABLE --
Unvegetated
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Depth Mannings N Shear Stress Shear Stress Factor Remarks Pattern
S75 Unvegetated Straight 62.71 cfs 4.09 ft/s 1.95 ft 0.033 1.6 lbs/ft2 0.91 lbs/ft2 1.75 STABLE D
Underlying Straight 62.71 cfs 4.09 ft/s 1.95 ft 0.033 1.51 lbs/ft2 0.5 lbs/ft2 3.03 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 62.71 cfs 3.53 ft/s 2.12 ft 0.04 4 lbs/ft2 0.99 lbs/ft2 4.02 STABLE --
Vegetation
Underlying Straight 62.71 cfs 3.53 ft/s 2.12 ft 0.04 1.18 lbs/ft2 0.54 lbs/ft2 2.2 STABLE --
Substrate

NORTH 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 80.79
Channel Slope 0.0075
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 Fair 50-64%
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 80.79 cfs 1.9 ft/s 3.45 ft 0.1 2.67 lbs/ft2 0.84 lbs/ft2 3.19 STABLE --
Unvegetated
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Depth Mannings N Shear Stress Shear Stress Factor Remarks Pattern
S75 Unvegetated Straight 80.79 cfs 4.4 ft/s 2.16 ft 0.032 1.6 lbs/ft2 1.01 lbs/ft2 1.58 STABLE D
Underlying Straight 80.79 cfs 4.4 ft/s 2.16 ft 0.032 1.51 lbs/ft2 0.55 lbs/ft2 2.77 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 80.79 cfs 3.85 ft/s 2.33 ft 0.039 4 lbs/ft2 1.09 lbs/ft2 3.67 STABLE --
Vegetation
Underlying Straight 80.79 cfs 3.85 ft/s 2.33 ft 0.039 1.11 lbs/ft2 0.59 lbs/ft2 1.89 STABLE --
Substrate

NORTH 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 9.39
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 Fair 50-64%
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 9.39 cfs 1.44 ft/s 1.39 ft 0.058 4 lbs/ft2 0.43 lbs/ft2 9.2 STABLE
Vegetation
Underlying Straight 9.39 cfs 1.44 ft/s 1.39 ft 0.058 2.44 lbs/ft2 0.22 lbs/ft2 11.16 STABLE
Substrate

NORTH 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 0.99
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 Fair 50-64%
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 0.99 cfs 0.66 ft/s 0.63 ft 0.077 4 lbs/ft2 0.2 lbs/ft2 20.36 STABLE --
Vegetation
Underlying Straight 0.99 cfs 0.66 ft/s 0.63 ft 0.077 4 lbs/ft2 0.1 lbs/ft2 38.21 STABLE
Substrate

NORTH 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 3.33
Channel Slope 0.0059
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 Fair 50-64%
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 3.33 cfs 1.11 ft/s 0.92 ft 0.063 4 lbs/ft2 0.34 lbs/ft2 11.79 STABLE --
Vegetation
Underlying Straight 3.33 cfs 1.11 ft/s 0.92 ft 0.063 2.91 lbs/ft2 0.17 lbs/ft2 16.65 STABLE
Substrate

NORTH 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 0.56
Channel Slope 0.0059
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 Fair 50-64%
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 0.56 cfs 0.59 ft/s 0.48 ft 0.079 4 lbs/ft2 0.18 lbs/ft2 22.46 STABLE --
Vegetation
Underlying Straight 0.56 cfs 0.59 ft/s 0.48 ft 0.079 4 lbs/ft2 0.1 lbs/ft2 40.97 STABLE
Substrate

NORTH 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 5.67
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 Fair 50-64%
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 5.67 cfs 3.62 ft/s 0.64 ft 0.032 1.6 lbs/ft2 1.04 lbs/ft2 1.53 STABLE D
Underlying Straight 5.67 cfs 3.62 ft/s 0.64 ft 0.032 1.51 Ibs/ft2 0.56 Ibs/ft2 2.73 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 5.67 cfs 3.18 ft/s 0.69 ft 0.039 4 lbs/ft2 1.12 lbs/ft2 3.56 STABLE --
Vegetation
Underlying Straight 5.67 cfs 3.18 ft/s 0.69 ft 0.039 1.1 Ibs/ft2 0.59 Ibs/ft2 1.85 STABLE --
Substrate

NORTH 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 1.05
Channel Slope 0.021
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 Fair 50-64%
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 1.05 cfs 1.55 ft/s 0.4 ft 0.051 4 lbs/ft2 0.52 lbs/ft2 7.65 STABLE
Vegetation
Underlying Straight 1.05 cfs 1.55 ft/s 0.4 ft 0.051 1.93 lbs/ft2 0.29 lbs/ft2 6.57 STABLE
Substrate

NORTH 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 37
Name Ditch 37
Discharge 1.81
Channel Slope 0.043
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 Fair 50-64%
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 1.81 cfs 3.26 ft/s 0.35 ft 0.033 1.6 lbs/ft2 0.95 lbs/ft2 1.68 STABLE D
Underlying Straight 1.81 cfs 3.26 ft/s 0.35 ft 0.033 1.51 Ibs/ft2 0.54 Ibs/ft2 2.79 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 1.81 cfs 2.85 ft/s 0.38 ft 0.039 4 lbs/ft2 1.03 lbs/ft2 3.89 STABLE --
Vegetation
Underlying Straight 1.81 cfs 2.85 ft/s 0.38 ft 0.039 1.12 Ibs/ft2 0.58 Ibs/ft2 1.92 STABLE --
Substrate

NORTH 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 38
Name Ditch 38
Discharge 7.99
Channel Slope 0.057
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 Fair 50-64%
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 7.99 cfs 5.36 ft/s 0.45 ft 0.03 2.3 lbs/ft2 1.59 lbs/ft2 1.45 STABLE E
Unvegetated
Underlying Straight 7.99 cfs 5.36 ft/s 0.45 ft 0.03 2.18 lbs/ft2 1.1 lbs/ft2 1.98 STABLE E
Substrate
S200 Reinforced Straight 7.99 cfs 5.37 ft/s 0.45 ft 0.03 10 lbs/ft2 1.59 lbs/ft2 6.31 STABLE E
Vegetation
Underlying Straight 7.99 cfs 5.37 ft/s 0.45 ft 0.03 2.3 lbs/ft2 1.1 lbs/ft2 2.09 STABLE E
Substrate

NORTH 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 39
Name Ditch 39
Discharge 6.2
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 Fair 50-64%
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 6.2 cfs 1.25 ft/s 1.21 ft 0.061 4 lbs/ft2 0.38 lbs/ft2 10.63 STABLE
Vegetation
Underlying Straight 6.2 cfs 1.25 ft/s 1.21 ft 0.061 2.72 lbs/ft2 0.19 lbs/ft2 14.27 STABLE
Substrate

NORTH 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 40
Name Ditch 40
Discharge 6.11
Channel Slope 0.02
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 Fair 50-64%
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 6.11 cfs 3.29 ft/s 0.71 ft 0.033 1.6 lbs/ft2 0.88 lbs/ft2 1.81 STABLE D
Underlying Straight 6.11 cfs 3.29 ft/s 0.71 ft 0.033 1.51 Ibs/ft2 0.47 Ibs/ft2 3.25 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 6.11 cfs 2.79 ft/s 0.77 ft 0.041 4 lbs/ft2 0.97 lbs/ft2 4.14 STABLE --
Vegetation
Underlying Straight 6.11 cfs 2.79 ft/s 0.77 ft 0.041 1.25 Ibs/ft2 0.51 Ibs/ft2 2.47 STABLE --
Substrate

NORTH 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 41
Name Ditch 41
Discharge 3.04
Channel Slope 0.023
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 Fair 50-64%
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 3.04 cfs 2.86 ft/s 0.52 ft 0.034 1.6 lbs/ft2 0.74 lbs/ft2 2.16 STABLE D
Underlying Straight 3.04 cfs 2.86 ft/s 0.52 ft 0.034 1.51 Ibs/ft2 0.4 Ibs/ft2 3.75 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 3.04 cfs 2.38 ft/s 0.57 ft 0.043 4 lbs/ft2 0.83 lbs/ft2 4.85 STABLE --
Vegetation
Underlying Straight 3.04 cfs 2.38 ft/s 0.57 ft 0.043 1.38 Ibs/ft2 0.44 Ibs/ft2 3.12 STABLE --
Substrate

NORTH 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 42
Name Ditch 42
Discharge 0.49
Channel Slope 0.023
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 Fair 50-64%
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 0.49 cfs 1.25 ft/s 0.29 ft 0.055 4 lbs/ft2 0.41 lbs/ft2 9.7 STABLE
Vegetation
Underlying Straight 0.49 cfs 1.25 ft/s 0.29 ft 0.055 2.25 lbs/ft2 0.24 lbs/ft2 9.27 STABLE
Substrate

NORTH 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 43
Name Ditch 43
Discharge 8.93
Channel Slope 0.077
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 Fair 50-64%
Soil Type Sandy Loam(GM)
SC250
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
SC250 Straight 8.93 cfs 6.25 ft/s 0.61 ft 0.031 3 lbs/ft2 2.94 lbs/ft2 1.02 STABLE E
Unvegetated
Underlying Straight 8.93 cfs 6.25 ft/s 0.61 ft 0.031 2.84 lbs/ft2 1.57 lbs/ft2 1.81 STABLE E
Substrate
SC250 Straight 8.93 cfs 7.03 ft/s 0.57 ft 0.027 10 lbs/ft2 2.75 lbs/ft2 3.63 STABLE E
Reinforced
Vegetation
Underlying Straight 8.93 cfs 7.03 ft/s 0.57 ft 0.027 3 lbs/ft2 1.48 lbs/ft2 2.03 STABLE E
Substrate

NORTH 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 44
Name Ditch 44
Discharge 2.38
Channel Slope 0.077
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 Fair 50-64%
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 2.38 cfs 4.46 ft/s 0.35 ft 0.031 2.3 lbs/ft2 1.66 lbs/ft2 1.38 STABLE E
Unvegetated
Underlying Straight 2.38 cfs 4.46 ft/s 0.35 ft 0.031 2.18 lbs/ft2 0.95 lbs/ft2 2.29 STABLE E
Substrate
S200 Reinforced Straight 2.38 cfs 4.42 ft/s 0.35 ft 0.032 10 lbs/ft2 1.68 lbs/ft2 5.97 STABLE E
Vegetation
Underlying Straight 2.38 cfs 4.42 ft/s 0.35 ft 0.032 2.3 lbs/ft2 0.96 lbs/ft2 2.4 STABLE E
Substrate

1/8/24,4:18 PM ECMDS 7.0
NORTH 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 48
Name Ditch 48
Discharge 15.9
Channel Slope 0.066
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 Fair 50-64%
Soil Type Sandy Loam(GM)
P550
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
P550 Straight 15.9 cfs 7.27 ft/s 0.77 ft 0.029 3.3 lbs/ft2 3.19 lbs/ft2 1.04 STABLE E
Unvegetated
Underlying Straight 15.9 cfs 7.27 ft/s 0.77 ft 0.029 3.12 lbs/ft2 1.67 lbs/ft2 1.87 STABLE E
Substrate
P550 Reinforced Straight 15.9 cfs 7.85 ft/s 0.74 ft 0.026 14 lbs/ft2 3.05 lbs/ft2 4.58 STABLE E
Vegetation
Underlying Straight 15.9 cfs 7.85 ft/s 0.74 ft 0.026 3.3 lbs/ft2 1.6 lbs/ft2 2.06 STABLE E
Substrate
https://ecmds.com/project/158886/channel-analysis/256038/show 1/1

NORTH 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 49
Name Ditch 49
Discharge 5.8
Channel Slope 0.066
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 Fair 50-64%
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 5.8 cfs 5.49 ft/s 0.52 ft 0.03 2.3 lbs/ft2 2.12 lbs/ft2 1.08 STABLE E
Unvegetated
Underlying Straight 5.8 cfs 5.49 ft/s 0.52 ft 0.03 2.18 lbs/ft2 1.16 lbs/ft2 1.88 STABLE E
Substrate
S200 Reinforced Straight 5.8 cfs 5.52 ft/s 0.51 ft 0.03 10 lbs/ft2 2.12 lbs/ft2 4.72 STABLE E
Vegetation
Underlying Straight 5.8 cfs 5.52 ft/s 0.51 ft 0.03 2.3 lbs/ft2 1.15 lbs/ft2 2 STABLE E
Substrate

NORTH 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 50
Name Ditch 50
Discharge 8.44
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 Fair 50-64%
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
5200 Straight 8.44 cfs 5.24 ft/s 0.65 ft 0.031 2.3 lbs/ft2 1.96 lbs/ft2 1.17 STABLE E
Unvegetated
Underlying Straight 8.44 cfs 5.24 ft/s 0.65 ft 0.031 2.18 lbs/ft2 1.04 lbs/ft2 2.09 STABLE E
Substrate
S200 Reinforced Straight 8.44 cfs 5.23 ft/s 0.66 ft 0.031 10 lbs/ft2 1.96 lbs/ft2 5.1 STABLE E
Vegetation
Underlying Straight 8.44 cfs 5.23 ft/s 0.66 ft 0.031 2.3 lbs/ft2 1.04 lbs/ft2 2.21 STABLE E
Substrate

NORTH 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 51
Name Ditch 51
Discharge 0.7
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 Fair 50-64%
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 0.7 cfs 2.59 ft/s 0.23 ft 0.034 1.6 lbs/ft2 0.68 lbs/ft2 2.35 STABLE D
Underlying Straight 0.7 cfs 2.59 ft/s 0.23 ft 0.034 1.51 Ibs/ft2 0.42 Ibs/ft2 3.65 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 0.7 cfs 2.17 ft/s 0.25 ft 0.043 4 lbs/ft2 0.76 lbs/ft2 5.24 STABLE --
Vegetation
Underlying Straight 0.7 cfs 2.17 ft/s 0.25 ft 0.043 1.35 Ibs/ft2 0.46 Ibs/ft2 2.96 STABLE --
Substrate

NORTH 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 52
Name Ditch 52
Discharge 4.71
Channel Slope 0.008
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 Fair 50-64%
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 4.71 cfs 1.49 ft/s 0.95 ft 0.055 4 lbs/ft2 0.47 lbs/ft2 8.47 STABLE --
Vegetation
Underlying Straight 4.71 cfs 1.49 ft/s 0.95 ft 0.055 2.24 lbs/ft2 0.24 lbs/ft2 9.21 STABLE
Substrate

NORTH 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 53
Name Ditch 53
Discharge 4.17
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 Fair 50-64%
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 4.17 cfs 1.09 ft/s 1.05 ft 0.064 4 lbs/ft2 0.33 lbs/ft2 12.2 STABLE --
Vegetation
Underlying Straight 4.17 cfs 1.09 ft/s 1.05 ft 0.064 3.02 Ibs/ft2 0.17 Ibs/ft2 17.99 STABLE --
Substrate

NORTH 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 54
Name Ditch 54
Discharge 7.06
Channel Slope 0.03
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 Fair 50-64%
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 7.06 cfs 4.11 ft/s 0.68 ft 0.032 1.6 lbs/ft2 1.27 lbs/ft2 1.26 STABLE D
Underlying Straight 7.06 cfs 4.11 ft/s 0.68 ft 0.032 1.51 Ibs/ft2 0.67 Ibs/ft2 2.26 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 7.06 cfs 3.73 ft/s 0.71 ft 0.036 4 lbs/ft2 1.34 lbs/ft2 2.99 STABLE --
Vegetation
Underlying Straight 7.06 cfs 3.73 ft/s 0.71 ft 0.036 0.96 Ibs/ft2 0.7 Ibs/ft2 1.36 STABLE --
Substrate

NORTH 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 55
Name Ditch 55
Discharge 9.53
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 Fair 50-64%
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 9.53 cfs 4.2 ft/s 0.79 ft 0.032 1.6 lbs/ft2 1.28 lbs/ft2 1.25 STABLE D
Underlying Straight 9.53 cfs 4.2 ft/s 0.79 ft 0.032 1.51 Ibs/ft2 0.67 Ibs/ft2 2.26 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 9.53 cfs 3.81 ft/s 0.83 ft 0.036 4 lbs/ft2 1.35 lbs/ft2 2.96 STABLE --
Vegetation
Underlying Straight 9.53 cfs 3.81 ft/s 0.83 ft 0.036 0.96 Ibs/ft2 0.7 Ibs/ft2 1.36 STABLE --
Substrate

NORTH 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 56
Name Ditch 56
Discharge 1.32
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 Fair 50-64%
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 1.32 cfs 1.9 ft/s 0.4 ft 0.047 4 lbs/ft2 0.65 lbs/ft2 6.12 STABLE
Vegetation
Underlying Straight 1.32 cfs 1.9 ft/s 0.4 ft 0.047 1.61 lbs/ft2 0.37 lbs/ft2 4.4 STABLE
Substrate

NORTH 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 57
Name Ditch 57
Discharge 11.02
Channel Slope 0.07
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 Fair 50-64%
Soil Type Sandy Loam(GM)
SC250
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
SC250 Straight 11.02 cfs 6.35 ft/s 0.68 ft 0.031 3 lbs/ft2 2.97 lbs/ft2 1.01 STABLE E
Unvegetated
Underlying Straight 11.02 cfs 6.35 ft/s 0.68 ft 0.031 2.84 lbs/ft2 1.57 lbs/ft2 1.81 STABLE E
Substrate
SC250 Straight 11.02 cfs 7.16 ft/s 0.64 ft 0.027 10 lbs/ft2 2.79 lbs/ft2 3.59 STABLE E
Reinforced
Vegetation
Underlying Straight 11.02 cfs 7.16 ft/s 0.64 ft 0.027 3 lbs/ft2 1.48 lbs/ft2 2.02 STABLE E
Substrate

NORTH 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 58
Name Ditch 58
Discharge 1.95
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 Fair 50-64%
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 1.95 cfs 3.87 ft/s 0.33 ft 0.031 1.6 lbs/ft2 1.25 lbs/ft2 1.28 STABLE D
Underlying Straight 1.95 cfs 3.87 ft/s 0.33 ft 0.031 1.51 Ibs/ft2 0.72 Ibs/ft2 2.1 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 1.95 cfs 3.57 ft/s 0.35 ft 0.035 4 lbs/ft2 1.32 lbs/ft2 3.03 STABLE --
Vegetation
Underlying Straight 1.95 cfs 3.57 ft/s 0.35 ft 0.035 0.91 lbs/ft2 0.75 lbs/ft2 1.2 STABLE --
Substrate

NORTH 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 59
Name Ditch 59
Discharge 12.81
Channel Slope 0.05
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 Fair 50-64%
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 12.81 cfs 5.91 ft/s 0.58 ft 0.03 2.3 lbs/ft2 1.81 lbs/ft2 1.27 STABLE E
Unvegetated
Underlying Straight 12.81 cfs 5.91 ft/s 0.58 ft 0.03 2.18 lbs/ft2 1.19 lbs/ft2 1.83 STABLE E
Substrate
S200 Reinforced Straight 12.81 cfs 5.96 ft/s 0.58 ft 0.029 10 lbs/ft2 1.79 lbs/ft2 5.57 STABLE E
Vegetation
Underlying Straight 12.81 cfs 5.96 ft/s 0.58 ft 0.029 2.3 lbs/ft2 1.19 lbs/ft2 1.94 STABLE E
Substrate

NORTH 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 60
Name Ditch 60
Discharge 0.93
Channel Slope 0.02
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 Fair 50-64%
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 0.93 cfs 1.44 ft/s 0.39 ft 0.053 4 lbs/ft2 0.48 lbs/ft2 8.28 STABLE
Vegetation
Underlying Straight 0.93 cfs 1.44 ft/s 0.39 ft 0.053 2.05 lbs/ft2 0.27 lbs/ft2 7.52 STABLE
Substrate

1/8/24,4:33 PM ECMDS 7.0
NORTH 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 61
Name Ditch 61
Discharge 6.18
Channel Slope 0.02
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 Fair 50-64%
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 6.18 cfs 3.3 ft/s 0.71 ft 0.033 1.6 lbs/ft2 0.89 lbs/ft2 1.8 STABLE D
Underlying Straight 6.18 cfs 3.3 ft/s 0.71 ft 0.033 1.51 Ibs/ft2 0.47 Ibs/ft2 3.24 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 6.18 cfs 2.81 ft/s 0.78 ft 0.041 4 Ibs/ft2 0.97 lbs/ft2 4.12 STABLE --
Vegetation
Underlying Straight 6.18 cfs 2.81 ft/s 0.78 ft 0.041 1.24 lbs/ft2 0.51 lbs/ft2 2.45 STABLE --
Substrate
https://ecmds.com/project/158886/channel-analysis/257521/show 1/1

NORTH 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 62
Name Ditch 62
Discharge 19.66
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 Fair 50-64%
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 19.66 cfs 4.42 ft/s 0.93 ft 0.032 1.6 lbs/ft2 1.1 lbs/ft2 1.45 STABLE D
Underlying Straight 19.66 cfs 4.42 ft/s 0.93 ft 0.032 1.51 Ibs/ft2 0.67 Ibs/ft2 2.26 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 19.66 cfs 4.02 ft/s 0.99 ft 0.036 4 lbs/ft2 1.17 lbs/ft2 3.42 STABLE --
Vegetation
Underlying Straight 19.66 cfs 4.02 ft/s 0.99 ft 0.036 0.96 Ibs/ft2 0.7 Ibs/ft2 1.36 STABLE --
Substrate

NORTH 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 63
Name Ditch 63
Discharge 20.05
Channel Slope 0.038
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 Fair 50-64%
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 20.05 cfs 5.99 ft/s 0.77 ft 0.03 2.3 lbs/ft2 1.83 lbs/ft2 1.25 STABLE E
Unvegetated
Underlying Straight 20.05 cfs 5.99 ft/s 0.77 ft 0.03 2.18 lbs/ft2 1.15 lbs/ft2 1.89 STABLE E
Substrate
S200 Reinforced Straight 20.05 cfs 6.02 ft/s 0.77 ft 0.03 10 lbs/ft2 1.83 lbs/ft2 5.47 STABLE E
Vegetation
Underlying Straight 20.05 cfs 6.02 ft/s 0.77 ft 0.03 2.3 lbs/ft2 1.15 lbs/ft2 2.01 STABLE E
Substrate

NORTH 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 64
Name Ditch 64
Discharge 0.8
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 Fair 50-64%
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 0.8 cfs 0.61 ft/s 0.58 ft 0.079 4 lbs/ft2 0.18 lbs/ft2 22.01 STABLE --
Vegetation
Underlying Straight 0.8 cfs 0.61 ft/s 0.58 ft 0.079 4 lbs/ft2 0.1 lbs/ft2 40.98 STABLE
Substrate

NORTH 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 65
Name Ditch 65
Discharge 16.36
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 Fair 50-64%
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 16.36 cfs 1.75 ft/s 1.69 ft 0.054 4 lbs/ft2 0.53 lbs/ft2 7.6 STABLE
Vegetation
Underlying Straight 16.36 cfs 1.75 ft/s 1.69 ft 0.054 2.11 lbs/ft2 0.26 lbs/ft2 8.06 STABLE
Substrate

NORTH 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 66
Name Ditch 66
Discharge 0.92
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 Fair 50-64%
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 0.92 cfs 0.64 ft/s 0.61 ft 0.078 4 lbs/ft2 0.19 lbs/ft2 20.91 STABLE
Vegetation
Underlying Straight 0.92 cfs 0.64 ft/s 0.61 ft 0.078 4 lbs/ft2 0.1 lbs/ft2 39.12 STABLE
Substrate

NORTH 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 67
Name Ditch 67
Discharge 3.93
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 Fair 50-64%
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 3.93 cfs 1.06 ft/s 1.03 ft 0.064 4 lbs/ft2 0.32 lbs/ft2 12.45 STABLE --
Vegetation
Underlying Straight 3.93 cfs 1.06 ft/s 1.03 ft 0.064 3.06 lbs/ft2 0.16 lbs/ft2 18.63 STABLE
Substrate

NORTH 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 68
Name Ditch 68
Discharge 0.46
Channel Slope 0.068
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 Fair 50-64%
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 0.46 cfs 2.67 ft/s 0.17 ft 0.033 1.6 lbs/ft2 0.72 lbs/ft2 2.21 STABLE D
Underlying Straight 0.46 cfs 2.67 ft/s 0.17 ft 0.033 1.51 Ibs/ft2 0.46 Ibs/ft2 3.27 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 0.46 cfs 2.28 ft/s 0.19 ft 0.041 4 lbs/ft2 0.8 lbs/ft2 4.98 STABLE --
Vegetation
Underlying Straight 0.46 cfs 2.28 ft/s 0.19 ft 0.041 1.25 lbs/ft2 0.5 lbs/ft2 2.47 STABLE --
Substrate

NORTH 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 69
Name Ditch 69
Discharge 1.33
Channel Slope 0.068
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 Fair 50-64%
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 1.33 cfs 3.66 ft/s 0.27 ft 0.032 1.6 lbs/ft2 1.16 lbs/ft2 1.37 STABLE D
Underlying Straight 1.33 cfs 3.66 ft/s 0.27 ft 0.032 1.51 Ibs/ft2 0.69 Ibs/ft2 2.2 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 1.33 cfs 3.34 ft/s 0.29 ft 0.036 4 lbs/ft2 1.23 lbs/ft2 3.25 STABLE --
Vegetation
Underlying Straight 1.33 cfs 3.34 ft/s 0.29 ft 0.036 0.94 Ibs/ft2 0.72 Ibs/ft2 1.3 STABLE --
Substrate

NORTH 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 70
Name Ditch 70
Discharge 1.48
Channel Slope 0.09
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 Fair 50-64%
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
5200 Straight 1.48 cfs 4.14 ft/s 0.27 ft 0.032 2.3 lbs/ft2 1.52 lbs/ft2 1.51 STABLE E
Unvegetated
Underlying Straight 1.48 cfs 4.14 ft/s 0.27 ft 0.032 2.18 lbs/ft2 0.9 lbs/ft2 2.41 STABLE E
Substrate
S200 Reinforced Straight 1.48 cfs 4.06 ft/s 0.27 ft 0.033 10 lbs/ft2 1.53 lbs/ft2 6.54 STABLE E
Vegetation
Underlying Straight 1.48 cfs 4.06 ft/s 0.27 ft 0.033 2.3 lbs/ft2 0.91 lbs/ft2 2.54 STABLE E
Substrate

NORTH 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 71
Name Ditch 71
Discharge 3.57
Channel Slope 0.03
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 Fair 50-64%
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 3.57 cfs 3.19 ft/s 0.36 ft 0.033 1.6 lbs/ft2 0.68 lbs/ft2 2.36 STABLE D
Underlying Straight 3.57 cfs 3.19 ft/s 0.36 ft 0.033 1.51 Ibs/ft2 0.49 Ibs/ft2 3.1 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 3.57 cfs 2.76 ft/s 0.4 ft 0.04 4 lbs/ft2 0.75 lbs/ft2 5.3 STABLE --
Vegetation
Underlying Straight 3.57 cfs 2.76 ft/s 0.4 ft 0.04 1.2 lbs/ft2 0.53 lbs/ft2 2.25 STABLE --
Substrate

NORTH 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 72
Name Ditch 72
Discharge 1.63
Channel Slope 0.11
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 Fair 50-64%
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
5200 Straight 1.63 cfs 4.74 ft/s 0.27 ft 0.03 2.3 lbs/ft2 1.82 lbs/ft2 1.26 STABLE E
Unvegetated
Underlying Straight 1.63 cfs 4.74 ft/s 0.27 ft 0.03 2.18 lbs/ft2 1.08 lbs/ft2 2.01 STABLE E
Substrate
S200 Reinforced Straight 1.63 cfs 4.75 ft/s 0.27 ft 0.03 10 lbs/ft2 1.82 lbs/ft2 5.49 STABLE E
Vegetation
Underlying Straight 1.63 cfs 4.75 ft/s 0.27 ft 0.03 2.3 lbs/ft2 1.08 lbs/ft2 2.12 STABLE E
Substrate

NORTH 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 73
Name Ditch 73
Discharge 3.11
Channel Slope 0.01
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 Fair 50-64%
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 3.11 cfs 1.42 ft/s 0.58 ft 0.055 4 lbs/ft2 0.36 lbs/ft2 10.98 STABLE --
Vegetation
Underlying Straight 3.11 cfs 1.42 ft/s 0.58 ft 0.055 2.26 lbs/ft2 0.24 lbs/ft2 9.42 STABLE
Substrate