SW6200402_1490 Cross Pipe Report_4/22/2020

Culvert Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc
SAM ADAMS 1 +19
Invert Elev Dn (ft)
= 275.50
Pipe Length (ft)
= 41.00
Slope (%)
= 3.17
Invert Elev Up (ft)
= 276.80
Rise (in)
= 24.0
Shape
= Circular
Span (in)
= 24.0
No. Barrels
= 1
n-Value
= 0.012
Culvert Type
= Circular Concrete
Culvert Entrance
= Square edge w/headwall (C)
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft)
= 280.76
Top Width (ft)
= 20.00
Crest Width (ft)
= 100.00
Calculations
Qmin (cfs)
Qmax (cfs)
Tailwater Elev (ft)
Highlighted
Qtotal (cfs)
Qpipe (cfs)
Qovertop (cfs)
Veloc Dn (ft/s)
Veloc Up (ft/s)
HGL Dn (ft)
HGL Up (ft)
Hw Elev (ft)
Hw/D (ft)
Flow Regime
Tuesday, Mar 31 2020
= 10.08
= 10.08
= (dc+D)/2
= 10.08
= 10.08
= 0.00
= 3.82
= 5.48
= 277.07
= 277.94
= 278.47
= 0.84
= Inlet Control
Hw Depth (R)
4.20
320
220
120
020
-0e0
-1 jBO
2 90
a—d-( Wn HGL Embank
Reach (t)

Culvert Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc
SEARS 2+21
Invert Elev Dn (ft)
= 279.60
Pipe Length (ft)
= 50.00
Slope (%)
= 1.30
Invert Elev Up (ft)
= 280.25
Rise (in)
= 24.0
Shape
= Circular
Span (in)
= 24.0
No. Barrels
= 1
n-Value
= 0.012
Culvert Type
= Circular Concrete
Culvert Entrance
= Square edge w/headwall (C)
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft)
= 284.29
Top Width (ft)
= 20.00
Crest Width (ft)
= 100.00
Ele ftt4
285.00
284 00
283A0
282A0
281 OB
280.00
279.00
278.00
SEARS 2.21
Clrcul arCulvert HGL Embank
Tuesday, Mar 31 2020
Calculations
Qmin (cfs)
= 12.90
Qmax (cfs)
= 12.90
Tailwater Elev (ft)
= (dc+D)/2
Highlighted
Qtotal (cfs)
= 12.90
Qpipe (cfs)
= 12.90
Qovertop (cfs)
= 0.00
Veloc Dn (ft/s)
= 4.66
Veloc Up (ft/s)
= 6.02
HGL Dn (ft)
= 281.25
HGL Up (ft)
= 281.54
Hw Elev (ft)
= 282.26
Hw/D (ft)
= 1.00
Flow Regime
= Inlet Control
Hw Depth (R)
4.75
3.75
2.75
1.75
075
-025
-125
225
Reach (t)

Culvert Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc
SEARS 5+50
Invert Elev Dn (ft)
= 276.20
Pipe Length (ft)
= 46.00
Slope (%)
= 1.24
Invert Elev Up (ft)
= 276.77
Rise (in)
= 24.0
Shape
= Circular
Span (in)
= 24.0
No. Barrels
= 2
n-Value
= 0.012
Culvert Type
= Circular Concrete
Culvert Entrance
= Square edge w/headwall (C)
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft)
= 280.76
Top Width (ft)
= 20.00
Crest Width (ft)
= 100.00
Ele ftt4
281.00
MUM
279.00
27a an
277 On
276.00
276A0
SEARS 5+50
a—d-QAYW HGL Embank
Tuesday, Mar 31 2020
Calculations
Qmin (cfs)
= 32.64
Qmax (cfs)
= 32.64
Tailwater Elev (ft)
= (dc+D)/2
Highlighted
Qtotal (cfs)
= 32.64
Qpipe (cfs)
= 32.64
Qovertop (cfs)
= 0.00
Veloc Dn (ft/s)
= 5.66
Veloc Up (ft/s)
= 6.66
HGL Dn (ft)
= 277.93
HGL Up (ft)
= 278.23
Hw Elev (ft)
= 279.17
Hw/D (ft)
= 1.20
Flow Regime
= Inlet Control
Hw Depth (R)
4.23
323
223
123
023
-0.77
-1.77
Reach (t)

Culvert Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc.
SOLOMON 0+28
Invert Elev Dn (ft)
= 285.10
Calculations
Pipe Length (ft)
= 55.00
Qmin (cfs)
Slope (%)
= 2.53
Qmax (cfs)
Invert Elev Up (ft)
= 286.49
Tailwater Elev (ft)
Rise (in)
= 18.0
Shape
= Circular
Highlighted
Span (in)
= 18.0
Qtotal (cfs)
No. Barrels
= 1
Qpipe (cfs)
n-Value
= 0.012
Qovertop (cfs)
Culvert Type
= Circular Concrete
Veloc Dn (ft/s)
Culvert Entrance
= Square edge w/headwall (C)
Veloc Up (ft/s)
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
HGL Dn (ft)
HGL Up (ft)
Embankment
Hw Elev (ft)
Top Elevation (ft)
= 288.56
Hw/D (ft)
Top Width (ft)
= 20.00
Flow Regime
Crest Width (ft)
= 100.00
Ele fft)
2A.66
2BBA6
2B7 DD
2B6A0
2B5A0
2B4A6
SOLOMON 0+2B
a—d-QAYW HGL Embank
Tuesday, Mar 31 2020
= 1.01
= 1.01
_ (dc+D)/2
= 1.01
= 1.01
= 0.00
= 0.87
= 2.93
= 286.04
= 286.86
= 286.98
= 0.33
= Inlet Control
H, Depth (ft)
Rmdl (ft)

Culvert Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc.
SOLOMON 4+03.5
Invert Elev Dn (ft)
Pipe Length (ft)
Slope (%)
Invert Elev Up (ft)
Rise (in)
Shape
Span (in)
No. Barrels
n-Value
Culvert Type
Culvert Entrance
Coeff. K,M,c,Y,k
Embankment
Top Elevation (ft)
Top Width (ft)
Crest Width (ft)
E-(R)
263.00
282.00
281.00
280.00
279.00
naan
277A0
276.00
275.00
274A0
273A0
= 274.78
= 51.00
= 1.35
= 275.47
= 36.0
= Circular
= 36.0
= 2
= 0.012
= Circular Concrete
= Square edge w/headwall (C)
= 0.0098, 2, 0.0398, 0.67, 0.5
= 282.23
= 20.00
= 100.00
SOLOMON 4+p3.5
a-d-QAYW HGL Embank
Calculations
Qmin (cfs)
Qmax (cfs)
Tailwater Elev (ft)
Highlighted
Qtotal (cfs)
Qpipe (cfs)
Qovertop (cfs)
Veloc Dn (ft/s)
Veloc Up (ft/s)
HGL Dn (ft)
HGL Up (ft)
Hw Elev (ft)
Hw/D (ft)
Flow Regime
Tuesday, Mar 31 2020
= 71.40
= 71.40
= (dc+D)/2
= 71.40
= 71.40
= 0.00
= 5.73
= 7.38
= 277.25
= 277.41
= 278.49
= 1.01
= Inlet Control
H. Depth (8)
7.53
6 53
5.53
4 53
363
263
163
cm
-0.47
-1.47
2.47
Reach (x)

Culvert Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc
SOLOMON 29+86.6
Invert Elev Dn (ft)
= 279.50
Pipe Length (ft)
= 66.00
Slope (%)
= 1.45
Invert Elev Up (ft)
= 280.46
Rise (in)
= 18.0
Shape
= Circular
Span (in)
= 18.0
No. Barrels
= 1
n-Value
= 0.012
Culvert Type
= Circular Concrete
Culvert Entrance
= Square edge w/headwall (C)
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft)
= 283.08
Top Width (ft)
= 20.00
Crest Width (ft)
= 100.00
B-(t)
264W
283A0
282A0
281 QB
280 on
279.00
278A0
SOLOMON 29-BG.6
Clrcul arCulvert HGL Embank
Tuesday, Mar 31 2020
Calculations
Qmin (cfs)
= 4.09
Qmax (cfs)
= 4.09
Tailwater Elev (ft)
= (dc+D)/2
Highlighted
Qtotal (cfs)
= 4.09
Qpipe (cfs)
= 4.09
Qovertop (cfs)
= 0.00
Veloc Dn (ft/s)
= 2.85
Veloc Up (ft/s)
= 4.45
HGL Dn (ft)
= 280.64
HGL Up (ft)
= 281.23
Hw Elev (ft)
= 281.58
Hw/D (ft)
= 0.75
Flow Regime
= Inlet Control
H, Depth (R)
3.54
2 54
1 j54
054
-046
-1.46
2.46
Reach (t)

Culvert Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc
WOLCOTT 0+45.4
Invert Elev Dn (ft)
= 284.05
Pipe Length (ft)
= 37.00
Slope (%)
= 1.22
Invert Elev Up (ft)
= 284.50
Rise (in)
= 18.0
Shape
= Circular
Span (in)
= 18.0
No. Barrels
= 1
n-Value
= 0.012
Culvert Type
= Circular Concrete
Culvert Entrance
= Square edge w/headwall (C)
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft)
= 287.44
Top Width (ft)
= 20.00
Crest Width (ft)
= 100.00
Ele fft)
2E0.00
2E7.00
2GG 00
2®SAO
204.00
2B JDU
WOLCOTT 0.45.4
O—d-(MWu HGL Embank
Tuesday, Mar 31 2020
Calculations
Qmin (cfs)
= 0.91
Qmax (cfs)
= 0.91
Tailwater Elev (ft)
= (dc+D)/2
Highlighted
Qtotal (cfs)
= 0.91
Qpipe (cfs)
= 0.91
Qovertop (cfs)
= 0.00
Veloc Dn (ft/s)
= 0.79
Veloc Up (ft/s)
= 2.84
HGL Dn (ft)
= 284.98
HGL Up (ft)
= 284.86
Hw Elev (ft)
= 284.97
Hw/D (ft)
= 0.32
Flow Regime
= Inlet Control
H, Depth (ft)
3.50
2 D
190
0 90
-0.50
1M
Rmdl (ft)

Culvert Report
Hydraflow Express Extension for Autodesk® Civil 3D® by Autodesk, Inc
WOLCOTT 0+93.4
Invert Elev Dn (ft)
= 285.00
Pipe Length (ft)
= 55.00
Slope (%)
= 0.91
Invert Elev Up (ft)
= 285.50
Rise (in)
= 24.0
Shape
= Circular
Span (in)
= 24.0
No. Barrels
= 1
n-Value
= 0.012
Culvert Type
= Circular Concrete
Culvert Entrance
= Square edge w/headwall (C)
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
Embankment
Top Elevation (ft)
= 288.77
Top Width (ft)
= 20.00
Crest Width (ft)
= 100.00
Ele fft)
2A.00
2BBA0
2B7 00
2B6A0
2B5 00
2B4A0
WOLCOTT 0.93.4
a—d-QAYW HGL Embank
Tuesday, Mar 31 2020
Calculations
Qmin (cfs)
= 12.16
Qmax (cfs)
= 12.16
Tailwater Elev (ft)
= (dc+D)/2
Highlighted
Qtotal (cfs)
= 12.16
Qpipe (cfs)
= 12.16
Qovertop (cfs)
= 0.00
Veloc Dn (ft/s)
= 4.45
Veloc Up (ft/s)
= 5.88
HGL Dn (ft)
= 286.63
HGL Up (ft)
= 286.75
Hw Elev (ft)
= 287.43
Hw/D (ft)
= 0.96
Flow Regime
= Inlet Control
H, Depth (ft)
3.50
2 D
150
-0.50
1M
Rmdl (ft)