SW5200602_Calcs (Stage-storage)_20201106

Pond Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2020Tuesday, / / 2020
Pond No. 8 - <SF 2-Sandfilter Chamber>
Pond Data
Contours -User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 446.00 ft
Stage / Storage Table
Stage (ft)Elevation (ft)Contour area (sqft)Incr. Storage (cuft)Total storage (cuft)
0.00446.001,50000
1.003,9002,6062,606
44.00
2.0044.004,8694,3756,981
Culvert / Orifice StructuresWeir Structures
\[A\]\[B\]\[C\]\[PrfRsr\]\[A\]\[B\]\[C\]\[D\]
= 0.000.000.000.00= 0.000.000.000.00
Rise (in)Crest Len (ft)
Span (in)= 0.000.000.000.00 Crest El. (ft)= 0.000.000.000.00
No. Barrels= 0000 Weir Coeff.= 0.000.000.000.00
= 0.000.000.000.00= ------------
Invert El. (ft)Weir Type
= 0.000.000.000.00= NoNoNoNo
Length (ft)Multi-Stage
Slope (%)= 0.000.000.00n/a
N-Value= .000.000.000n/a
= 0.000.000.000.00= 0.000(by Wet area)
Orifice Coeff.Exfil.(in/hr)
Multi-Stage= n/aNoNoNo TW Elev. (ft)= 0.00
Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
Stage / Storage / Discharge Table
StageStorageElevationClv AClv BClv CPrfRsrWr AWr BWr CWr DExfilUserTotal
ftcuftftcfscfscfscfscfscfscfscfscfscfscfs
0.000446.00------------------------------0.000
0.10261446.10------------------------------0.000
0.20521446.20------------------------------0.000
0.30782446.30------------------------------0.000
0.401,042446.40------------------------------0.000
0.501,303446.50------------------------------0.000
0.601,564446.60------------------------------0.000
0.701,824446.70------------------------------0.000
0.802,085446.80------------------------------0.000
0.902,345446.90------------------------------0.000
1.002,606443.00------------------------------0.000
1.103,043443.10------------------------------0.000
1.203,481443.20------------------------------0.000
1.303,918443.30------------------------------0.000
1.404,356443.40------------------------------0.000
1.504,794443.50------------------------------0.000
1.605,231443.60------------------------------0.000
1.705,669443.70------------------------------0.000
1.806,106443.80------------------------------0.000
1.906,544443.90------------------------------0.000
2.006,981444.00------------------------------0.000

Pond Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® 2019 by Autodesk, Inc. v2019.2Thursday, 11 / 5 / 2020
Pond No. 9 - <SF 2-Sediment Chamber>
Pond Data
Contours -User-defined contour areas. Conic method used for volume calculation. Begining Elevation = 446.00 ft
Stage / Storage Table
Stage (ft)Elevation (ft)Contour area (sqft)Incr. Storage (cuft)Total storage (cuft)
0.00446.000000
1.00447.004,0961,3651,365
2.00448.004,4914,2925,657
Culvert / Orifice StructuresWeir Structures
\[A\]\[B\]\[C\]\[PrfRsr\]\[A\]\[B\]\[C\]\[D\]
Rise (in)= 0.000.000.000.00Crest Len (ft)= 0.000.000.000.00
Span (in)= 0.000.000.000.00Crest El. (ft)= 0.000.000.000.00
No. Barrels= 0000Weir Coeff.= 0.000.000.000.00
Invert El. (ft)= 0.000.000.000.00Weir Type= ------------
Length (ft)= 0.000.000.000.00Multi-Stage= NoNoNoNo
Slope (%)= 0.000.000.00n/a
N-Value= .000.000.000n/a
Orifice Coeff.= 0.000.000.000.00Exfil.(in/hr)= 0.000(by Wet area)
Multi-Stage= n/aNoNoNoTW Elev. (ft)= 0.00
Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
Stage / Storage / Discharge Table
StageStorageElevationClv AClv BClv CPrfRsrWr AWr BWr CWr DExfilUserTotal
ftcuftftcfscfscfscfscfscfscfscfscfscfscfs
0.000446.00------------------------------0.000
0.10137446.10------------------------------0.000
0.20273446.20------------------------------0.000
0.30410446.30------------------------------0.000
0.40546446.40------------------------------0.000
0.50683446.50------------------------------0.000
0.60819446.60------------------------------0.000
0.70956446.70------------------------------0.000
0.801,092446.80------------------------------0.000
0.901,229446.90------------------------------0.000
1.001,365447.00------------------------------0.000
1.101,794447.10------------------------------0.000
1.202,224447.20------------------------------0.000
1.302,653447.30------------------------------0.000
1.403,082447.40------------------------------0.000
1.503,511447.50------------------------------0.000
1.603,940447.60------------------------------0.000
1.704,369447.70------------------------------0.000
1.804,798447.80------------------------------0.000
1.905,228447.90------------------------------0.000
2.005,657448.00------------------------------0.000
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