SW6200104_Jumpmaster 0+36_2/4/2020

Culvert Report
Hydraflow Express Extension for Autodesk0 Civil 3DO by Autodesk, Inc.
Thursday, Dec 19 2019
Jumpmaster 0+36
Invert Elev Dn (ft)
= 355.70
Calculations
Pipe Length (ft)
= 35.65
Qmin (cfs)
= 13.77
Slope (%)
= 3.62
Qmax (cfs)
= 13.77
Invert Elev Up (ft)
= 356.99
Tailwater Elev (ft)
= (dc+D)/2
Rise (in)
= 24.0
Shape
= Circular
Highlighted
Span (in)
= 24.0
Qtotal (cfs)
= 13.77
No. Barrels
= 1
Qpipe (cfs)
= 13.77
n-Value
= 0.013
Qovertop (cfs)
= 0.00
Culvert Type
= Circular Concrete
Veloc Dn (ft/s)
= 4.92
Culvert Entrance
= Square edge w/headwall (C)
Veloc Up (ft/s)
= 6.18
Coeff. K,M,c,Y,k
= 0.0098, 2, 0.0398, 0.67, 0.5
HGL Dn (ft)
= 357.37
HGL Up (ft)
= 358.33
Embankment
Hw Elev (ft)
= 359.07
Top Elevation (ft)
= 360.16
Hw/D (ft)
= 1.04
Top Width (ft)
= 20.00
Flow Regime
= Inlet Control
Crest Width (ft)
= 100.00
El ow (t)
361.00
360.00
359.00
368M
357M
3MM
355.00
354.00
0
Jumpmaster 0-36
5 10 15 2� 25 a� 35 40 45 50 55
cirWarcWvert HGL Embank
Hw Depth (t)
401
301
201
101
001
-0—%
AM
-2.99
so
Reach [Rl