20211217_diversion_calcs

COA0—U3cAl/0✓1541 (- hy-QC`jlpvhI+'cV1
Northern Ditch
Project Description
Friction Method Manning
Formula
Solve For Normal Depth
Input Data
Roughness Coefficient
0.022
Channel Slope
0.015 ft/ft
Left Side Slope
3.000 H:V
Right Side Slope
3.000 H:V
Bottom Width
2.00 ft
Discharge
20.00 cfs
Results
Normal Depth
10.0 in
Flow Area
3.8 ft2
Wetted Perimeter
7.3 ft
Hydraulic Radius
6.2 In
Top Width
7.01 ft
Critical Depth
11.3 in
Critical Slope
0.009 ft/ft
Velocity
5.32 ft/s
Velocity Head
0.44 ft
Specific Energy
1.27 ft
Froude Number
1.281
Flow Type
Supercritical
GVF Input Data
Downstream Depth
0.0 in
Length
0.0 ft
Number Of Steps
0
GVF Output Data
Upstream Depth
0.0 in
Profile Description
N/A
Profile Headloss
0.00 ft
Downstream Velocity
Infinity ft/s
Upstream Velocity
Infinity ft/s
Normal Depth
10.0 in
Critical Depth
11.3 in
Channel Slope
0.015 ft/ft
Critical Slope
0.009 ft/ft
Barley Systems, Inc. Heested Methods Solution FlowMaster
Diversion Calcs.fm8 Center 110.03.00.03]
12/15/2021 27 Slemon Company Ddve Suite 200 W Page 1 of 3
Watertown, CT 06795 USA +1.203.755.1666
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oe-6
Project Description
Friction Method Manning
Formula
Solve For Normal Depth
Input Data
(toughness Coefficient
0.022
Channel Slope
0.007 ft/ft
Left Side Slope
3.000 H:V
Right Side Slope
3.000 H:V
Bottom Width
2.00 ft
Discharge
6.60 cis
Results
Normal Depth
7.1 in
Flow Area
2.2 fta
Wetted Perimeter
5.7 It
Hydraulic Radius
4.7 in
Top Width
5.56 ft
Critical Depth
6.4 in
Critical Slope
0.010 ft/ft
Velocity
2.95 ft/s
Velocity Head
0.13 It
Specific Energy
0.73 It
Froude Number
0.818
Flow Type
Suboitical
GVF Input Data
Downstream Depth 0.0 in
Length 0.0 It
Number Of Steps 0
GVF Output Data
Upstream Depth
0.0 in
Profile Description
N/A
Profile Headloss
0.00 ft
Downstream Velocity
Infinity ft/s
Upstream Velocity
Infinity ft/s
Normal Depth
7.1 in
Critical Depth 6.4 in
Channel Slope 0.007 ft/ft
Critical Slope 0.010 ft/ft
Diversion Calcs.fm8
12/15/2021
Bentley Systems, Inc. Heestad Methods Solution
Center
27 Siemon Company on%Suite 200 W
Watertown, CT D6795 USA [phone]
This document was created by an application that isn't licensed to use novaPDF.
Purchase a license to generate PDF files without this notice.
FlowMaster
[10.03.00.031
Page 2 or 3

OB-7
Project Description
Friction Method Manning
Formula
Solve For Normal Depth
Input Data
Roughness Coeffident
0.022
Channel Slope
0.012 ft/ft
Left Side Slope
3.000 H:V
Right Side Slope
3.000 H:V
Bottom Width
2.00 ft
Discharge
16.60 cis
Results
Normal Depth
9.7 in
Flow Area
3.6 ft2
Wetted Perimeter
7.1 ft
Hydraulic Radius
6.0 in
Top Width
6.63 it
Critical Depth
10.3 in
Critical Slope
0.009 ft/ft
Velocity
4.67 ft/s
Velocity Head
0.34 It
Specific Energy
1.14 ft
Froude Number
1.141
Flow Type
Supercritical
GVF Input Data
Downstream Depth 0.0 in
Length 0.0 ft
Number Of Steps 0
GVF Output Data
Upstream Depth
0.0 in
Profile Description
N/A
Profile Headloss
0.00 ft
Downstream Velocity
Infinity ft/s
Upstream Velocity
Infinity ft/s
Normal Depth
9.7 in
Critical Depth
10.3 in
Channel Slope
0.012 ft/ft
Critical Slope
0.009 ft/ft
aentiey Systems, Inc. Haestad Methods Solution FlowMaster
Diversion 1rrs21 alcs.frn8 Center 110.03.00.03]
27 Siemon Company Drive Suite 200 W Page 3 of 3
Watertown, CT 06795 USA [phone]
This document was created by an application that isn't licensed to use novaPDF.
Purchase a license to generate PDF files without this notice.