SW6240103_Design Calculations_20240425 (2)

2/29/24,8:45 AM 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 1
Name Ditch 1
Discharge 2.54
Channel Slope 0.0235
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 2.54 cfs 2.75 ft/s 0.48 ft 0.034 1.6 lbs/ft2 0.7 lbs/ft2 2.28 STABLE D
Underlying Straight 2.54 cfs 2.75 ft/s 0.48 ft 0.034 1.51 Ibs/ft2 0.39 Ibs/ft2 3.93 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 2.54 cfs 2.26 ft/s 0.53 ft 0.044 4 Ibs/ft2 0.78 lbs/ft2 5.11 STABLE --
Vegetation
Underlying Straight 2.54 cfs 2.26 ft/s 0.53 ft 0.044 1.43 lbs/ft2 0.42 lbs/ft2 3.38 STABLE --
Substrate
https://ecmds.com/project/158825/channel-analysis/255612/show 1/1

2/29/24,8:47 AM 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 2
Name Ditch 2
Discharge 3.01
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 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 3.01 cfs 1.37 ft/s 0.78 ft 0.057 4 Ibs/ft2 0.44 Ibs/ft2 9.16 STABLE
Vegetation
Underlying Straight 3.01 cfs 1.37 ft/s 0.78 ft 0.057 2.36 lbs/ft2 0.23 lbs/ft2 10.32 STABLE
Substrate
https://ecmds.com/project/158825/channel-analysis/255613/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 3
Name Ditch 3
Discharge 4.6
Channel Slope 0.0158
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 4.6 cfs 2.72 ft/s 0.67 ft 0.034 1.6 lbs/ft2 0.66 lbs/ft2 2.42 STABLE D
Underlying Straight 4.6 cfs 2.72 ft/s 0.67 ft 0.034 1.51 Ibs/ft2 0.35 Ibs/ft2 4.32 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 4.6 cfs 2.21 ft/s 0.75 ft 0.046 4 lbs/ft2 0.74 lbs/ft2 5.38 STABLE --
Vegetation
Underlying Straight 4.6 cfs 2.21 ft/s 0.75 ft 0.046 1.53 Ibs/ft2 0.39 Ibs/ft2 3.93 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 6.53
Channel Slope 0.0165
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
Underlying Straight 6.53 cfs 3.07 ft/s 0.76 ft 0.034 1.51 lbs/ft2 0.41 lbs/ft2 3.69 STABLE D
Substrate
S75 Unvegetated Straight 6.53 cfs 3.07 ft/s 0.76 ft 0.034 1.6 Ibs/ft2 0.78 Ibs/ft2 2.04 STABLE D
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Underlying Straight 6.53 cfs 2.56 ft/s 0.84 ft 0.043 1.37 lbs/ft2 0.45 lbs/ft2 3.03 STABLE --
Substrate
Unreinforced Straight 6.53 cfs 2.56 ft/s 0.84 ft 0.043 4 Ibs/ft2 0.87 Ibs/ft2 4.61 STABLE --
Vegetation

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 11.3
Channel Slope 0.0053
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
Underlying Straight 11.3 cfs 2.15 ft/s 1.24 ft 0.037 1.51 lbs/ft2 0.21 lbs/ft2 7.29 STABLE D
Substrate
S75 Unvegetated Straight 11.3 cfs 2.15 ft/s 1.24 ft 0.037 1.6 Ibs/ft2 0.41 Ibs/ft2 3.89 STABLE D
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Underlying Straight 11.3 cfs 1.59 ft/s 1.46 ft 0.055 2.25 lbs/ft2 0.24 lbs/ft2 9.3 STABLE --
Substrate
Unreinforced Straight 11.3 cfs 1.59 ft/s 1.46 ft 0.055 4 Ibs/ft2 0.48 Ibs/ft2 8.29 STABLE --
Vegetation

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 15.68
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
Underlying Straight 15.68 cfs 4.76 ft/s 0.97 ft 0.031 1.51 lbs/ft2 0.78 lbs/ft2 1.95 STABLE D
Substrate
575 Unvegetated Straight 15.68 cfs 4.76 ft/s 0.97 ft 0.031 1.6 Ibs/ft2 1.51 Ibs/ft2 1.06 STABLE D
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Underlying Straight 15.68 cfs 4.43 ft/s 1.01 ft 0.034 0.86 lbs/ft2 0.81 lbs/ft2 1.07 STABLE --
Substrate
Unreinforced Straight 15.68 cfs 4.43 ft/s 1.01 ft 0.034 4 Ibs/ft2 1.57 Ibs/ft2 2.55 STABLE --
Vegetation

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 16.66
Channel Slope 0.0057
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
Underlying Straight 16.66 cfs 2.46 ft/s 1.2 ft 0.036 1.51 lbs/ft2 0.25 lbs/ft2 6.06 STABLE D
Substrate
575 Unvegetated Straight 16.66 cfs 2.46 ft/s 1.2 ft 0.036 1.6 Ibs/ft2 0.43 Ibs/ft2 3.74 STABLE D
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Underlying Straight 16.66 cfs 1.89 ft/s 1.41 ft 0.052 1.96 lbs/ft2 0.29 lbs/ft2 6.83 STABLE --
Substrate
Unreinforced Straight 16.66 cfs 1.89 ft/s 1.41 ft 0.052 4 Ibs/ft2 0.5 Ibs/ft2 7.95 STABLE --
Vegetation

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 0.81
Channel Slope 0.0253
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
Underlying Straight 0.81 cfs 1.58 ft/s 0.34 ft 0.05 1.86 lbs/ft2 0.31 lbs/ft2 6.07 STABLE
Substrate
Unreinforced Straight 0.81 cfs 1.58 ft/s 0.34 ft 0.05 4 Ibs/ft2 0.53 Ibs/ft2 7.49 STABLE
Vegetation

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 0.65
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
Underlying Straight 0.65 cfs 0.6 ft/s 0.52 ft 0.079 4 lbs/ft2 0.1 lbs/ft2 41 STABLE
Substrate
Unreinforced Straight 0.65 cfs 0.6 ft/s 0.52 ft 0.079 4 Ibs/ft2 0.18 Ibs/ft2 22.28 STABLE
Vegetation

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 5.85
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)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 5.85 cfs 2.31 ft/s 0.64 ft 0.036 1.6 lbs/ft2 0.4 lbs/ft2 3.98 STABLE D
Underlying Straight 5.85 cfs 2.31 ft/s 0.64 ft 0.036 1.51 Ibs/ft2 0.26 Ibs/ft2 5.82 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 5.85 cfs 1.79 ft/s 0.76 ft 0.051 4 lbs/ft2 0.48 lbs/ft2 8.42 STABLE --
Vegetation
Underlying Straight 5.85 cfs 1.79 ft/s 0.76 ft 0.051 1.9 Ibs/ft2 0.3 Ibs/ft2 6.36 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 11
Name Ditch 11
Discharge 0.47
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 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
Underlying Straight 0.47 cfs 0.64 ft/s 0.42 ft 0.076 4 lbs/ft2 0.11 lbs/ft2 36.68 STABLE
Substrate
Unreinforced Straight 0.47 cfs 0.64 ft/s 0.42 ft 0.076 4 Ibs/ft2 0.2 Ibs/ft2 20.47 STABLE
Vegetation

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 0.77
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 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
Underlying Straight 0.77 cfs 0.76 ft/s 0.5 ft 0.071 3.73 lbs/ft2 0.13 lbs/ft2 29.08 STABLE --
Substrate
Unreinforced Straight 0.77 cfs 0.76 ft/s 0.5 ft 0.071 4 Ibs/ft2 0.24 Ibs/ft2 17.01 STABLE
Vegetation

2/29/24,9:14 AM 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 13
Name Ditch 13
Discharge 9.72
Channel Slope 0.009
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 9.72 cfs 2.57 ft/s 0.84 ft 0.035 1.6 lbs/ft2 0.47 lbs/ft2 3.4 STABLE D
Underlying Straight 9.72 cfs 2.57 ft/s 0.84 ft 0.035 1.51 Ibs/ft2 0.29 Ibs/ft2 5.21 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 9.72 cfs 2.03 ft/s 0.97 ft 0.049 4 Ibs/ft2 0.55 lbs/ft2 7.31 STABLE --
Vegetation
Underlying Straight 9.72 cfs 2.03 ft/s 0.97 ft 0.049 1.75 lbs/ft2 0.33 lbs/ft2 5.31 STABLE --
Substrate
https://ecmds.com/project/158825/channel-analysis/255624/show 1/1

2/29/24,9:18 AM 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 14
Name Ditch 14
Discharge 4.39
Channel Slope 0.0195
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 4.39 cfs 2.95 ft/s 0.63 ft 0.034 1.6 lbs/ft2 0.76 lbs/ft2 2.1 STABLE D
Underlying Straight 4.39 cfs 2.95 ft/s 0.63 ft 0.034 1.51 Ibs/ft2 0.41 Ibs/ft2 3.73 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 4.39 cfs 2.46 ft/s 0.69 ft 0.043 4 Ibs/ft2 0.84 lbs/ft2 4.74 STABLE --
Vegetation
Underlying Straight 4.39 cfs 2.46 ft/s 0.69 ft 0.043 1.38 lbs/ft2 0.45 lbs/ft2 3.1 STABLE --
Substrate
https://ecmds.com/project/158825/channel-analysis/255625/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 15
Name Ditch 15
Discharge 3.63
Channel Slope 0.0179
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
Underlying Straight 3.63 cfs 2.69 ft/s 0.59 ft 0.034 1.51 lbs/ft2 0.35 lbs/ft2 4.27 STABLE D
Substrate
575 Unvegetated Straight 3.63 cfs 2.69 ft/s 0.59 ft 0.034 1.6 Ibs/ft2 0.66 Ibs/ft2 2.42 STABLE D
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Underlying Straight 3.63 cfs 2.18 ft/s 0.67 ft 0.045 1.52 lbs/ft2 0.39 lbs/ft2 3.86 STABLE --
Substrate
Unreinforced Straight 3.63 cfs 2.18 ft/s 0.67 ft 0.045 4 Ibs/ft2 0.74 Ibs/ft2 5.38 STABLE --
Vegetation

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 3.57
Channel Slope 0.0179
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
Underlying Straight 3.57 cfs 2.68 ft/s 0.59 ft 0.034 1.51 lbs/ft2 0.35 lbs/ft2 4.3 STABLE D
Substrate
S75 Unvegetated Straight 3.57 cfs 2.68 ft/s 0.59 ft 0.034 1.6 Ibs/ft2 0.66 Ibs/ft2 2.44 STABLE D
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Underlying Straight 3.57 cfs 2.17 ft/s 0.66 ft 0.046 1.53 lbs/ft2 0.39 lbs/ft2 3.9 STABLE --
Substrate
Unreinforced Straight 3.57 cfs 2.17 ft/s 0.66 ft 0.046 4 Ibs/ft2 0.74 Ibs/ft2 5.41 STABLE --
Vegetation

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 5.04
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 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 5.04 cfs 2 ft/s 0.84 ft 0.037 1.6 lbs/ft2 0.39 lbs/ft2 4.08 STABLE D
Underlying Straight 5.04 cfs 2 ft/s 0.84 ft 0.037 1.51 Ibs/ft2 0.2 Ibs/ft2 7.44 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 5.04 cfs 1.47 ft/s 0.99 ft 0.056 4 lbs/ft2 0.46 lbs/ft2 8.65 STABLE --
Vegetation
Underlying Straight 5.04 cfs 1.47 ft/s 0.99 ft 0.056 2.28 lbs/ft2 0.24 lbs/ft2 9.62 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 18
Name Ditch 18
Discharge 1.29
Channel Slope 0.0148
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
Underlying Straight 1.29 cfs 1.83 ft/s 0.41 ft 0.037 1.51 lbs/ft2 0.21 lbs/ft2 7.18 STABLE D
Substrate
575 Unvegetated Straight 1.29 cfs 1.83 ft/s 0.41 ft 0.037 1.6 Ibs/ft2 0.38 Ibs/ft2 4.24 STABLE D
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Underlying Straight 1.29 cfs 1.36 ft/s 0.48 ft 0.055 2.22 lbs/ft2 0.25 lbs/ft2 9.07 STABLE --
Substrate
Unreinforced Straight 1.29 cfs 1.36 ft/s 0.48 ft 0.055 4 Ibs/ft2 0.45 Ibs/ft2 8.94 STABLE --
Vegetation

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 3.46
Channel Slope 0.0053
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
Underlying Straight 3.46 cfs 1.53 ft/s 0.79 ft 0.039 1.51 lbs/ft2 0.14 lbs/ft2 11.13 STABLE D
Substrate
S75 Unvegetated Straight 3.46 cfs 1.53 ft/s 0.79 ft 0.039 1.6 Ibs/ft2 0.26 Ibs/ft2 6.14 STABLE D
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Underlying Straight 3.46 cfs 1.05 ft/s 0.97 ft 0.064 3.07 lbs/ft2 0.16 lbs/ft2 18.67 STABLE --
Substrate
Unreinforced Straight 3.46 cfs 1.05 ft/s 0.97 ft 0.064 4 Ibs/ft2 0.32 Ibs/ft2 12.52 STABLE --
Vegetation

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 2.65
Channel Slope 0.0165
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
Underlying Straight 2.65 cfs 2.37 ft/s 0.53 ft 0.035 1.51 lbs/ft2 0.3 lbs/ft2 5.1 STABLE D
Substrate
S75 Unvegetated Straight 2.65 cfs 2.37 ft/s 0.53 ft 0.035 1.6 Ibs/ft2 0.55 Ibs/ft2 2.92 STABLE D
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Underlying Straight 2.65 cfs 1.87 ft/s 0.61 ft 0.048 1.73 lbs/ft2 0.34 lbs/ft2 5.15 STABLE --
Substrate
Unreinforced Straight 2.65 cfs 1.87 ft/s 0.61 ft 0.048 4 Ibs/ft2 0.63 Ibs/ft2 6.37 STABLE --
Vegetation

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 1.76
Channel Slope 0.0158
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
Underlying Straight 1.76 cfs 2.06 ft/s 0.45 ft 0.036 1.51 lbs/ft2 0.25 lbs/ft2 6.12 STABLE D
Substrate
575 Unvegetated Straight 1.76 cfs 2.06 ft/s 0.45 ft 0.036 1.6 Ibs/ft2 0.45 Ibs/ft2 3.57 STABLE D
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Underlying Straight 1.76 cfs 1.58 ft/s 0.53 ft 0.052 1.97 lbs/ft2 0.28 lbs/ft2 6.93 STABLE --
Substrate
Unreinforced Straight 1.76 cfs 1.58 ft/s 0.53 ft 0.052 4 Ibs/ft2 0.52 Ibs/ft2 7.62 STABLE --
Vegetation

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 7.54
Channel Slope 0.035
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
Underlying Straight 7.54 cfs 4.32 ft/s 0.5 ft 0.031 1.51 lbs/ft2 0.74 lbs/ft2 2.05 STABLE D
Substrate
575 Unvegetated Straight 7.54 cfs 4.32 ft/s 0.5 ft 0.031 1.6 Ibs/ft2 1.09 Ibs/ft2 1.47 STABLE D
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Underlying Straight 7.54 cfs 4 ft/s 0.53 ft 0.035 0.89 lbs/ft2 0.77 lbs/ft2 1.15 STABLE --
Substrate
Unreinforced Straight 7.54 cfs 4 ft/s 0.53 ft 0.035 4 Ibs/ft2 1.15 Ibs/ft2 3.48 STABLE --
Vegetation

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 6.19
Channel Slope 0.0304
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
Underlying Straight 6.19 cfs 3.98 ft/s 0.64 ft 0.032 1.51 lbs/ft2 0.65 lbs/ft2 2.34 STABLE D
Substrate
575 Unvegetated Straight 6.19 cfs 3.98 ft/s 0.64 ft 0.032 1.6 Ibs/ft2 1.22 Ibs/ft2 1.31 STABLE D
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Underlying Straight 6.19 cfs 3.59 ft/s 0.68 ft 0.036 0.98 lbs/ft2 0.68 lbs/ft2 1.44 STABLE --
Substrate
Unreinforced Straight 6.19 cfs 3.59 ft/s 0.68 ft 0.036 4 Ibs/ft2 1.29 Ibs/ft2 3.1 STABLE --
Vegetation

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 4.85
Channel Slope 0.0124
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
Underlying Straight 4.85 cfs 2.48 ft/s 0.73 ft 0.035 1.51 lbs/ft2 0.3 lbs/ft2 5.11 STABLE D
Substrate
S75 Unvegetated Straight 4.85 cfs 2.48 ft/s 0.73 ft 0.035 1.6 Ibs/ft2 0.56 Ibs/ft2 2.84 STABLE D
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Underlying Straight 4.85 cfs 1.95 ft/s 0.83 ft 0.049 1.74 lbs/ft2 0.33 lbs/ft2 5.2 STABLE --
Substrate
Unreinforced Straight 4.85 cfs 1.95 ft/s 0.83 ft 0.049 4 Ibs/ft2 0.64 Ibs/ft2 6.22 STABLE --
Vegetation