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7/25/2019 Existing 10yr Return Period
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Project Description
existing 10yr Return Period.SPF
Project Options
CMSElevationRationalUser-DefinedKinematic WaveYES
NO
Analysis Options
Jun 08, 2016 00:00:00Jun 09, 2016 00:00:00Jun 08, 2016 00:00:000
days0 01:00:00 days hh:mm:ss0 00:05:00 days hh:mm:ss0 00:05:00 days
hh:mm:ss30 seconds
Number of ElementsQty0034
33100033033000000
Rainfall Details
330 mm/hr
Outlets ....................... ...........................
......................Pollutants
............................................................................Land
Uses
...........................................................................
Rainfall
Intensity...................................................................
Links....................................................................................
Channels ....................... ...........................
.................. Pipes ........................
........................... ....................... Pumps
........................... ...........................
.................. Orifices ........................
........................... .................... Weirs
........................ ...........................
.......................
Nodes...................................................................................
Junctions ......................... ...........................
................ Outfalls ..........................
........................... .................. Flow Diversions
......................... ........................... ...... Inlets
......................... ...........................
....................... Storage Nodes ........................
........................... ........
Runoff (Dry Weather) Time Step
........................................Runoff (Wet Weather) Time
Step .......................................Reporting Time Step
...........................................................Routing
Time Step
..............................................................
Rain Gages
.........................................................................Subbasins............................................................................
Enable Overflow Ponding at Nodes
....................................
Skip Steady State Analysis Time Periods ...............
............
Start Analysis On
................................................................End
Analysis On
.................................................................Start
Reporting On
..............................................................
Antecedent Dry Days ............................
........................... ...
File Name
...........................................................................
Flow Units
...........................................................................Elevation
Type
....................................................................Hydrology
Method
...............................................................Time
of Concentration (TOC) Method ................................Link
Routing Method
...........................................................
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Node Summary
SN Element Element Inver t Ground/Rim Ini tia l Surcharge Ponded
Peak Max HGL Max Min Time o f Total o tal TimeID Type Elevat ion
(Max) Water Eleva tion Area Inf low Eleva tion Su rcharge Freeboard
Peak F looded Flooded
Elevation Elevation Attained Depth Attained Flooding Volume
Attained Occurrence
(m) (m) (m) (m) (m) (cms) (m) (m) (m) (days hh:mm) (ha-mm)
(min)1 MH10A Junction 135.01 139.00 135.01 139.00 0.00 0.96 139.00
0.00 0.00 0 00:01 2879.46 1440.002 MH11A Junction 134.91 139.00
134.91 139.00 0.00 0.82 135.66 0.00 3.34 0 00:00 0.00 0.003 MH12A
Junction 134.70 139.00 134.70 139.00 0.00 1.60 139.00 0.00 0.00 0
00:02 2847.28 1440.004 MH1A Junction 136.43 139.00 136.43 139.00
0.00 0.07 136.62 0.00 2.38 0 00:00 0.00 0.005 MH1B Junction 134.52
139.00 134.52 139.00 0.00 1.81 135.42 0.00 3.58 0 00:00 0.00 0.006
MH1C Junction 136.46 139.00 136.46 139.00 0.00 0.25 139.00 0.00
0.00 0 00:01 1013.59 1 441.00
7 MH1D Junction 137.80 139.00 137.80 139.00 0.00 0.12 138.09
0.00 0.91 0 00:00 0.00 0.008 MH23 Junction 133.10 139.00 133.10
139.00 0.00 3.45 134.07 0.00 4.93 0 00:00 0.00 0.009 MH2A Junction
136.25 139.00 136.25 139.00 0.00 0.15 139.00 0.00 0.00 0 00:02 1
68.57 1 440.00
10 MH2B Junction 134.22 139.00 1 34.22 139.00 0.00 2.04 134.93
0.00 4.07 0 00:00 0.00 0.0011 MH2C Junction 136.29 139.00 136.29
139.00 0.00 0.39 139.00 0.00 0.00 0 00:01 2395.50 1 441.0012 MH2D
Junction 137.60 139.00 137.60 139.00 0.00 0.24 139.00 0.00 0.00 0
00:06 9 83.03 1 441.0013 MH3A Junction 136.02 139.00 136.02 139.00
0.00 0.21 139.00 0.00 0.00 0 00:02 6 55.96 1 440.0014 MH3B Junction
133.92 139.00 1 33.92 139.00 0.00 2.52 134.73 0.00 4.27 0 00:00
0.00 0.0015 MH3C Junction 136.06 139.00 136.06 139.00 0.00 0.36
139.00 0.00 0.00 0 00:01 2422.11 1 441.0016 MH3D Junction 137.40
139.00 137.40 139.00 0.00 0.24 139.00 0.00 0.00 0 00:01 1025.37 1
441.0017 MH4A Junction 135.94 139.00 135.94 139.00 0.00 0.91 139.00
0.00 0.00 0 00:02 6162.13 1 441.0018 MH4B Junction 133.62 139.00 1
33.62 139.00 0.00 3.01 134.59 0.00 4.41 0 00:00 0.00 0.0019 MH4C
Junction 135.97 139.00 1 35.97 139.00 0.00 0.08 136.38 0.00 2.62 0
00:00 0.00 0.0020 MH4D Junction 137.20 139.00 137.20 139.00 0.00
0.20 139.00 0.00 0.00 0 00:01 5 47.46 1 440.0021 MH5A Junction
135.79 139.00 135.79 139.00 0.00 0.62 139.00 0.00 0.00 0 00:01
1438.16 1 441.0022 MH5B Junction 133.34 139.00 1 33.34 139.00 0.00
3.46 134.32 0.00 4.68 0 00:00 0.00 0.0023 MH5C Junction 135.86
139.00 135.86 139.00 0.00 0.22 139.00 0.00 0.00 0 00:08 116.01 1
440.0024 MH5D Junction 137.00 139.00 137.00 139.00 0.00 0.14 139.00
0.00 0.00 0 00:01 1 79.62 1 440.0025 MH6A Junction 135.63 139.00
135.63 139.00 0.00 0.53 139.00 0.00 0.00 0 00:01 1357.75 1
440.00
26 MH6C Junction 135.62 139.00 135.62 139.00 0.00 0.21 139.00
0.00 0.00 0 00:12 4 03.43 1 440.0027 MH6D Junction 136.80 139.00
136.80 139.00 0.00 0.20 139.00 0.00 0.00 0 00:02 5 95.17 1 440.0028
MH7A Junction 135.48 139.00 135.48 139.00 0.00 0.45 139.00 0.00
0.00 0 00:01 4 24.58 1 440.0029 MH7C Junction 135.52 139.00 1 35.52
139.00 0.00 0.16 135.97 0.00 3.03 0 00:00 0.00 0.0030 MH7D Junction
136.60 139.00 136.60 139.00 0.00 0.26 139.00 0.00 0.00 0 00:02
1080.02 1 441.0031 MH8A Junction 135.33 139.00 135.33 139.00 0.00
0.82 139.00 0.00 0.00 0 00:02 3703.54 1 441.0032 MH9A Junction
135.18 139.00 135.18 139.00 0.00 0.94 139.00 0.00 0.00 0 00:01
1454.38 1 440.0033 Out-123M Junction 132.90 138.90 132.90 138.90
0.00 3.46 133.82 0.00 5.08 0 00:00 0.00 0.0034 Out-01 Outfall
132.60 3.46 132.60
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Link Summary
SN Element Element From To (Outlet) Length Inlet Outlet Average
Diameter or Manning's Peak Design Flow Peak Flow/ Peak Flow Peak
Flow Peak ID Type (Inlet) Node Invert Invert Slope Height Roughness
Flow Capacity Design Flow Velocity Depth Depth/ Surch
Node Elevation Elevation Ratio Total DepthRatio
(m) (m) (m) (%) (mm) (cms) (cms) (m/sec) (m) (min)1 10A Pipe
MH10A MH11A 30.00 135.01 134.91 0.3200 750.000 0.0130 0.63 0.63
1.00 1.42 0.75 1.00 1440.002 11A Pipe MH11A M H12A 30.00 134.91
134.70 0.7000 900.000 0.0130 0.86 1.51 0.57 2.51 0.47 0.53 0.003
12A Pipe MH12A MH1B 38.92 134.70 134.52 0.4600 900.000 0.0130 1.23
1.23 1.00 1.93 0.90 1.00 1440.004 1A Pipe MH1A MH2A 30.00 136.43
136.28 0 .5100 450.000 0.0130 0.07 0.20 0.36 1.17 0.19 0.42 0.00 C5
1B Pipe MH1B MH2B 60.00 134.52 134.22 0.5000 1350.000 0.0130 1.81
3.77 0.48 2.61 0.66 0.49 0.00 C6 1C Pipe MH1C MH2C 30.00 136.46
136.29 0.5900 375.000 0.0130 0.13 0.13 1.00 1.20 0.38 1.00 1440.00
7 1D Pipe MH1D MH2D 30.00 137.80 137.65 0 .5000 375.000 0.0130 0.12
0.12 0.96 1.28 0.29 0.79 0.00 C8 23M Pipe MH23 Out-123M 31.05
133.10 132.90 0.6500 1350.000 0.0130 3.47 4.30 0.81 3.34 0.92 0.68
0.009 2A Pipe MH2A MH3A 30.00 136.25 136.19 0.2000 450.000 0.0130
0.13 0.13 1.02 0.86 0.45 1.00 1439.00
10 2B Pipe MH2B MH3B 60.00 134.22 133.92 0.5000 1350.000 0.0130
2.05 3.77 0.54 2.70 0.71 0.53 0.00 C11 2C Pipe MH2C MH3C 30.00
136.29 136.18 0.3900 375.000 0.0130 0.11 0.11 1.00 0.99 0.38 1.00
1441.00 12 2D Pipe MH2D MH3D 30.00 137.60 137.45 0.5000 375.000
0.0130 0.12 0.12 1.00 1.12 0.38 1.00 1440.0013 3A Pipe MH3A MH4A
30.00 136.02 135.96 0.1800 450.000 0.0130 0.13 0.13 1.00 0.80 0.45
1.00 1440.0014 3B Pipe MH3B MH4B 60.00 133.92 133.62 0.5000
1350.000 0.0130 2.54 3.77 0.67 2.84 0.81 0.60 0.00 C15 3C Pipe MH3C
MH4C 30.01 136.06 136.01 0.1800 375.000 0.0130 0.08 0.08 1.00 0.71
0.38 1.00 1441.00 16 3D Pipe MH3D MH4D 30.00 137.40 137.25 0.5000
375.000 0.0130 0.12 0.12 1.00 1.12 0.38 1.00 1440.00
17 4A Pipe MH4A MH5A 30.00 135.94 135.80 0.4600 450.000 0.0130
0.19 0.19 1.00 1.22 0.45 1.00 1441.0018 4B Pipe MH4B MH5B 65.30
133.62 133.34 0.4300 1350.000 0.0130 3.00 3.48 0.86 2.74 0.96 0.71
0.00 C19 4C Pipe MH4C MH5C 20.00 135.97 135.93 0.2100 375.000
0.0130 0.08 0.08 0.99 0.82 0.30 0.81 0.00 C20 4D Pipe MH4D MH5D
23.33 137.20 137.05 0.6400 375.000 0.0130 0.14 0.14 1.00 1.27 0.38
1.00 1440.0021 5A Pipe MH5A MH6A 30.00 135.79 135.63 0.5500 600.000
0.0130 0.45 0.45 1.00 1.61 0.60 1.00 1440.0022 5B Pipe MH5B MH23
44.00 133.34 133.10 0.5500 1350.000 0.0130 3.45 3.97 0.87 3.13 0.97
0.72 0.00 C23 5C Pipe MH5C MH6C 39.99 135.86 135.66 0.5000 450.000
0.0130 0.21 0.20 1.04 1.36 0.42 0.93 0.00 >24 5D Pipe MH5D MH6D
32.13 137.00 136.85 0.4700 375.000 0.0130 0.12 0.12 1.02 1.11 0.38
1.00 1439.0025 6A Pipe MH6A MH7A 30.00 135.63 135.52 0.3700 600.000
0.0130 0.37 0.37 1.00 1.32 0.60 1.00 1440.0026 6C Pipe MH6C MH7C
30.00 135.62 135.52 0.3300 450.000 0.0130 0.16 0.16 1.00 1.02 0.45
1.00 1439.00 27 6D Pipe MH6D MH7D 30.00 136.80 136.65 0.5000
375.000 0.0130 0.12 0.12 1.00 1.12 0.38 1.00 1440.0028 7A Pipe MH7A
MH8A 30.00 135.48 135.36 0.4200 600.000 0.0130 0.40 0.40 1.00 1.40
0.60 1.00 1440.0029 7C Pipe MH7C MH5B 33.00 135.52 133.34 6.5900
450.000 0.0130 0.16 0.73 0.22 3.71 0.14 0.32 0.00 C30 7D Pipe MH7D
MH5C 24.70 136.60 136.45 0.6100 375.000 0.0130 0.14 0.14 1.00 1.24
0.38 1.00 1440.0031 8A Pipe MH8A MH9A 30.00 135.33 135.21 0.4100
600.000 0.0130 0.39 0.39 1.00 1.39 0.60 1.00 1440.00
32 9A Pipe MH9A MH10A 30.00 135.18 135.04 0.4800 750.000 0.0130
0.77 0.77 1.00 1.74 0.75 1.00 1440.0033 Link-01 Pipe Out-123M
Out-01 36.62 132.90 0.00 362.9100 0.000 0.0150 3.47 0.00 1.00 0.00
0.75 1.00 1440.0
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Junction Input
SN Element Invert Ground/Rim Ground/Rim Initial Initial
Surcharge Surcharge Ponded MinimumID Elevation (Max) (Max) Water
Water Elevation Depth Area Pipe
Elevation Offset Elevation Depth Cover (m) (m) (m) (m) (m) (m)
(m) (m) (mm)
1 MH10A 135.01 139.00 4.00 135.01 0.00 139.00 0.00 0.00 0.002
MH11A 134.91 139.00 4.09 134.91 0.00 139.00 0.00 0.00 0.003 MH12A
134.70 139.00 4.30 134.70 0.00 139.00 0.00 0.00 0.004 MH1A 136.43
139.00 2.57 136.43 0.00 139.00 0.00 0.00 0.005 MH1B 134.52 139.00
4.48 134.52 0.00 139.00 0.00 0.00 0.006 MH1C 136.46 139.00 2.54
136.46 0.00 139.00 0.00 0.00 0.007 MH1D 137.80 139.00 1.20 137.80
0.00 139.00 0.00 0.00 0.00
8 MH23 133.10 139.00 5.90 133.10 0.00 139.00 0.00 0.00 0.009
MH2A 136.25 139.00 2.75 136.25 0.00 139.00 0.00 0.00 0.00
10 MH2B 134.22 139.00 4.78 134.22 0.00 139.00 0.00 0.00 0.0011
MH2C 136.29 139.00 2.71 136.29 0.00 139.00 0.00 0.00 0.0012 MH2D
137.60 139.00 1.40 137.60 0.00 139.00 0.00 0.00 0.0013 MH3A 136.02
139.00 2.99 136.02 0.00 139.00 0.00 0.00 0.0014 MH3B 133.92 139.00
5.08 133.92 0.00 139.00 0.00 0.00 0.0015 MH3C 136.06 139.00 2.94
136.06 0.00 139.00 0.00 0.00 0.0016 MH3D 137.40 139.00 1.60 137.40
0.00 139.00 0.00 0.00 0.0017 MH4A 135.94 139.00 3.06 135.94 0.00
139.00 0.00 0.00 0.0018 MH4B 133.62 139.00 5.38 133.62 0.00 139.00
0.00 0.00 0.0019 MH4C 135.97 139.00 3.03 135.97 0.00 139.00 0.00
0.00 0.0020 MH4D 137.20 139.00 1.80 137.20 0.00 139.00 0.00 0.00
0.0021 MH5A 135.79 139.00 3.21 135.79 0.00 139.00 0.00 0.00 0.0022
MH5B 133.34 139.00 5.66 133.34 0.00 139.00 0.00 0.00 0.0023 MH5C
135.86 139.00 3.14 135.86 0.00 139.00 0.00 0.00 0.0024 MH5D 137.00
139.00 2.00 137.00 0.00 139.00 0.00 0.00 0.0025 MH6A 135.63 139.00
3.38 135.63 0.00 139.00 0.00 0.00 0.0026 MH6C 135.62 139.00 3.38
135.62 0.00 139.00 0.00 0.00 0.00
27 MH6D 136.80 139.00 2.20 136.80 0.00 139.00 0.00 0.00 0.0028
MH7A 135.48 139.00 3.52 135.48 0.00 139.00 0.00 0.00 0.0029 MH7C
135.52 139.00 3.48 135.52 0.00 139.00 0.00 0.00 0.0030 MH7D 136.60
139.00 2.40 136.60 0.00 139.00 0.00 0.00 0.0031 MH8A 135.33 139.00
3.67 135.33 0.00 139.00 0.00 0.00 0.0032 MH9A 135.18 139.00 3.82
135.18 0.00 139.00 0.00 0.00 0.0033 Out-123M 132.90 138.90 6.00 1
32.90 0.00 138.90 0.00 0.00 0.00
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Junction Results
SN Element Peak Peak Max HGL Max HGL Max Min Average HGL Average
HGL Time o f Time o f Total ot al TimeID Inf low Lateral Eleva tion
Dep th Surcharge Freeboard Eleva tion Depth Max HGL Peak Flooded
Flooded
Inflow Attained Attained Depth Attained Attained Attained
Occurrence Flooding Volume Attained Occurrence
(cms) (cms) (m) (m) (m) (m) (m) (m) (days hh:mm) (days hh:mm)
(ha-mm) (min)1 MH10A 0.96 0.19 139.00 3.99 0.00 0.00 139.00 3.99 0
00:01 0 00:01 2879.46 1440.002 MH11A 0.82 0.19 135.66 0.75 0.00
3.34 135.66 0.75 0 00:01 0 00:00 0.00 0.003 MH12A 1.60 0.74 139.00
4.30 0.00 0.00 139.00 4.30 0 00:01 0 00:02 2847.28 1440.004 MH1A
0.07 0.07 136.62 0.19 0.00 2.38 136.62 0.19 0 00:00 0 00:00 0.00
0.005 MH1B 1.81 0.58 135.42 0.90 0.00 3.58 135.42 0.90 0 00:01 0
00:00 0.00 0.006 MH1C 0.25 0.25 139.00 2.54 0.00 0.00 139.00 2.54 0
00:00 0 00:01 1013.59 1441.00
7 MH1D 0.12 0.12 138.09 0.29 0.00 0.91 138.09 0.29 0 00:00 0
00:00 0.00 0.008 MH23 3.45 0.00 134.07 0.97 0.00 4.93 134.07 0.97 0
00:03 0 00:00 0.00 0.009 MH2A 0.15 0.07 139.00 2.75 0.00 0.00
139.00 2.75 0 00:01 0 00:02 168.57 1440.00
10 MH2B 2.04 0.24 134.93 0.71 0.00 4.07 134.93 0.71 0 00:02 0
00:00 0.00 0.0011 MH2C 0.39 0.25 139.00 2.71 0.00 0.00 139.00 2.71
0 00:00 0 00:01 2395.50 1441.0012 MH2D 0.24 0 .12 139.00 1.40 0.00
0.00 139.00 1.40 0 00:00 0 00:06 983.03 1441.0013 MH3A 0.21 0 .07
139.00 2.99 0.00 0.00 139.00 2.99 0 00:01 0 00:02 655.96 1440.0014
MH3B 2.52 0.47 134.73 0.81 0.00 4.27 134.73 0.81 0 00:02 0 00:00
0.00 0.0015 MH3C 0.36 0.25 139.00 2.94 0.00 0.00 139.00 2.94 0
00:00 0 00:01 2422.11 1441.0016 MH3D 0.24 0.12 139.00 1.60 0.00
0.00 139.00 1.60 0 00:00 0 00:01 1025.37 1441.0017 MH4A 0.91 0.78
139.00 3.06 0.00 0.00 139.00 3.06 0 00:00 0 00:02 6162.13 1441.0018
MH4B 3.01 0.47 134.59 0.97 0.00 4.41 134.58 0.96 0 00:02 0 00:00
0.00 0.0019 MH4C 0.08 0.00 136.38 0.41 0.00 2.62 136.38 0.41 0
00:00 0 00:00 0.00 0.0020 MH4D 0.20 0 .08 139.00 1.80 0.00 0.00
139.00 1.80 0 00:01 0 00:01 547.46 1440.0021 MH5A 0.62 0.43 139.00
3.21 0.00 0.00 139.00 3.21 0 00:00 0 00:01 1438.16 1441.0022 MH5B
3.46 0.30 134.32 0.98 0.00 4.68 134.32 0.98 0 00:03 0 00:00 0.00
0.0023 MH5C 0.22 0 .00 139.00 3.14 0.00 0.00 139.00 3.14 0 00:01 0
00:08 116.01 1440.0024 MH5D 0.14 0 .00 139.00 2.00 0.00 0.00 139.00
2.00 0 00:01 0 00:01 179.62 1440.0025 MH6A 0.53 0.07 139.00 3.37
0.00 0.00 139.00 3.37 0 00:01 0 00:01 1357.75 1440.00
26 MH6C 0.21 0 .00 139.00 3.38 0.00 0.00 139.00 3.38 0 00:01 0
00:12 403.43 1440.0027 MH6D 0.20 0 .07 139.00 2.20 0.00 0.00 139.00
2.20 0 00:01 0 00:02 595.17 1440.0028 MH7A 0.45 0 .07 139.00 3.52
0.00 0.00 139.00 3.52 0 00:01 0 00:01 424.58 1440.0029 MH7C 0.16
0.00 135.97 0.45 0.00 3.03 135.97 0.45 0 00:02 0 00:00 0.00 0.0030
MH7D 0.26 0.14 139.00 2.40 0.00 0.00 139.00 2.40 0 00:00 0 00:02
1080.02 1441.0031 MH8A 0.82 0.43 139.00 3.67 0.00 0.00 139.00 3.67
0 00:00 0 00:02 3703.54 1441.0032 MH9A 0.94 0.54 139.00 3.82 0.00
0.00 139.00 3.82 0 00:01 0 00:01 1454.38 1440.0033 Out-123M 3.46
0.00 133.82 0.92 0.00 5.08 133.81 0.91 0 00:03 0 00:00 0.00
0.00
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Pipe Input
SN Element Length Inlet Inlet Outlet Outlet Total Average Pipe
Pipe Pipe Manning's Entrance Exi t/Bend Addit ional Ini tial Flap
No. of ID Invert Invert Invert Invert Drop Slope Shape Diameter or
Width Roughness Losses Losses Losses Flow G ate Barrels
Elevation Offset Elevation Offset Height(m) (m) (m) (m) (m) (m)
(%) (mm) (mm) (cms)
1 10A 30.00 135.01 0. 00 134.91 0.00 0.09 0.3200 CIRCULAR
750.000 750. 000 0.0130 0. 5000 0.5000 0.0000 0 .00 No 12 11A 30.00
134.91 0. 00 134.70 0.00 0.21 0.7000 CIRCULAR 900.000 900. 000
0.0130 0. 5000 0.5000 0.0000 0 .00 No 13 12A 38.92 134.70 0. 00
134.52 0.00 0.18 0.4600 CIRCULAR 900.000 900. 000 0.0130 0. 5000
0.5000 0.0000 0 .00 No 14 1A 30.00 136.43 0.00 136.28 0.03 0.15
0.5100 CIRCULAR 450.000 450.000 0.0130 0.5000 0.5000 0.0000 0 .00
No 15 1B 60.00 134.52 0. 00 134.22 0.00 0.30 0.5000 CIRCULAR
1350.000 1350. 000 0.0130 0. 5000 0.5000 0.0000 0 .00 No 16 1C
30.00 136.46 0.00 136.29 0.00 0.18 0.5900 CIRCULAR 380.000 380.000
0.0130 0.5000 0.5000 0.0000 0 .00 No 17 1D 30.00 137.80 0.00 137.65
0.05 0.15 0.5000 CIRCULAR 380.000 380.000 0.0130 0.5000 0.5000
0.0000 0 .00 No 1
8 23M 31.05 133.10 0. 00 132.90 0.00 0.20 0.6500 CIRCULAR
1350.000 1350. 000 0.0130 0. 5000 0.5000 0.0000 0.00 No 19 2A 30.00
136.25 0.00 136.19 0.18 0.06 0.2000 CIRCULAR 450.000 450.000 0.0130
0.5000 0.5000 0.0000 0 .00 No 1
10 2B 60.00 134.22 0. 00 133.92 0.00 0.30 0.5000 CIRCULAR
1350.000 1350. 000 0.0130 0. 5000 0.5000 0.0000 0 .00 No 111 2C
30.00 136.29 0 .00 136.18 0.12 0.12 0.3900 CIRCULAR 380.000 380.
000 0.0130 0. 5000 0.5000 0.0000 0 .00 No 112 2D 30.00 137.60 0 .00
137.45 0.05 0.15 0.5000 CIRCULAR 380.000 380. 000 0.0130 0. 5000
0.5000 0.0000 0 .00 No 113 3A 30.00 136.02 0 .00 135.96 0.02 0.05
0.1800 CIRCULAR 450.000 450. 000 0.0130 0. 5000 0.5000 0.0000 0 .00
No 114 3B 60.00 133.92 0. 00 133.62 0.00 0.30 0.5000 CIRCULAR
1350.000 1350. 000 0.0130 0. 5000 0.5000 0.0000 0 .00 No 115 3C
30.01 136.06 0 .00 136.01 0.04 0.06 0.1800 CIRCULAR 380.000 380.
000 0.0130 0. 5000 0.5000 0.0000 0 .00 No 116 3D 30.00 137.40 0 .00
137.25 0.05 0.15 0.5000 CIRCULAR 380.000 380. 000 0.0130 0. 5000
0.5000 0.0000 0 .00 No 117 4A 30.00 135.94 0 .00 135.80 0.01 0.14
0.4600 CIRCULAR 450.000 450. 000 0.0130 0. 5000 0.5000 0.0000 0 .00
No 118 4B 65.30 133.62 0. 00 133.34 0.00 0.28 0.4300 CIRCULAR
1350.000 1350. 000 0.0130 0. 5000 0.5000 0.0000 0 .00 No 119 4C
20.00 135.97 0 .00 135.93 0.07 0.04 0.2100 CIRCULAR 380.000 380.
000 0.0130 0. 5000 0.5000 0.0000 0 .00 No 120 4D 23.33 137.20 0 .00
137.05 0.05 0.15 0.6400 CIRCULAR 380.000 380. 000 0.0130 0. 5000
0.5000 0.0000 0 .00 No 121 5A 30.00 135.79 0 .00 135.63 0.00 0.16
0.5500 CIRCULAR 600.000 600. 000 0.0130 0. 5000 0.5000 0.0000 0 .00
No 122 5B 44.00 133.34 0. 00 133.10 0.00 0.24 0.5500 CIRCULAR
1350.000 1350. 000 0.0130 0. 5000 0.5000 0.0000 0 .00 No 123 5C
39.99 135.86 0 .00 135.66 0.04 0.20 0.5000 CIRCULAR 450.000 450.
000 0.0130 0. 5000 0.5000 0.0000 0 .00 No 124 5D 32.13 137.00 0 .00
136.85 0.05 0.15 0.4700 CIRCULAR 380.000 380. 000 0.0130 0. 5000
0.5000 0.0000 0 .00 No 125 6A 30.00 135.63 0 .00 135.52 0.03 0.11
0.3700 CIRCULAR 600.000 600. 000 0.0130 0. 5000 0.5000 0.0000 0 .00
No 126 6C 30.00 135.62 0 .00 135.52 0.00 0.10 0.3300 CIRCULAR
450.000 450. 000 0.0130 0. 5000 0.5000 0.0000 0 .00 No 1
27 6D 30.00 136.80 0 .00 136.65 0.05 0.15 0.5000 CIRCULAR
380.000 380. 000 0.0130 0. 5000 0.5000 0.0000 0 .00 No 128 7A 30.00
135.48 0 .00 135.36 0.03 0.13 0.4200 CIRCULAR 600.000 600. 000
0.0130 0. 5000 0.5000 0.0000 0 .00 No 129 7C 33.00 135.52 0 .00
133.34 0.00 2.17 6.5900 CIRCULAR 450.000 450. 000 0.0130 0. 5000
0.5000 0.0000 0 .00 No 130 7D 24.70 136.60 0 .00 136.45 0.59 0.15
0.6100 CIRCULAR 380.000 380. 000 0.0130 0. 5000 0.5000 0.0000 0 .00
No 131 8A 30.00 135.33 0 .00 135.21 0.03 0.12 0.4100 CIRCULAR
600.000 600. 000 0.0130 0. 5000 0.5000 0.0000 0 .00 No 132 9A 30.00
135.18 0 .00 135.04 0.03 0.14 0.4800 CIRCULAR 750.000 750. 000
0.0130 0. 5000 0.5000 0.0000 0 .00 No 133 Link -01 36.62 132.90 0.
00 0.00 -132.60 132.90 362.9100 Dum my 0.000 0.000 0.0150 0. 5000
0.5000 0.0000 0 .00 No 1
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7/25/2019 Existing 10yr Return Period
7/7
Pipe Results
SN Element Peak Time of Design Flow Peak Flow/ Peak Flow Travel
Peak Flow Peak Flow Total Time Froude ReportedID Flow Peak Flow
Capacity Design Flow Velocity Time Depth Depth/ Surcharged Number
Condition
Occurrence Ratio Total DepthRatio
(cms) (days hh:mm) (cms) (m/sec) (min) (m) (min)1 10A 0.63 0
00:01 0.63 1.00 1.42 0.35 0.75 1.00 1440.00 SURCHARGED2 11A 0.86 0
00:01 1.51 0.57 2.51 0.20 0.47 0.53 0.00 Calculated3 12A 1.23 0
00:01 1.23 1.00 1.93 0.34 0.90 1.00 1440.00 SURCHARGED4 1A 0.07 0
00:01 0.20 0.36 1.17 0.43 0.19 0.42 0.00 Calculated5 1B 1.81 0
00:02 3.77 0.48 2.61 0.38 0.66 0.49 0.00 Calculated6 1C 0.13 0
00:01 0.13 1.00 1.20 0.42 0.38 1.00 1440.00 SURCHARGED
7 1D 0.12 0 00:06 0.12 0.96 1.28 0.39 0.29 0.79 0.00 Calculated8
23M 3.47 0 00:03 4.30 0.81 3.34 0.15 0.92 0.68 0.00 Calculated9 2A
0.13 0 00:01 0.13 1.02 0.86 0.58 0.45 1.00 1439.00 SURCHARGED
10 2B 2.05 0 00:02 3.77 0.54 2.70 0.37 0.71 0.53 0.00
Calculated11 2C 0.11 0 00:00 0.11 1.00 0.99 0.51 0.38 1.00 1441.00
SURCHARGED12 2D 0.12 0 00:01 0.12 1.00 1.12 0.45 0.38 1.00 1440.00
SURCHARGED13 3A 0.13 0 00:01 0.13 1.00 0.80 0.63 0.45 1.00 1440.00
SURCHARGED14 3B 2.54 0 00:02 3.77 0.67 2.84 0.35 0.81 0.60 0.00
Calculated15 3C 0.08 0 00:00 0.08 1.00 0.71 0.70 0.38 1.00 1441.00
SURCHARGED16 3D 0.12 0 00:01 0.12 1.00 1.12 0.45 0.38 1.00 1440.00
SURCHARGED17 4A 0.19 0 00:00 0.19 1.00 1.22 0.41 0.45 1.00 1441.00
SURCHARGED18 4B 3.00 0 00:03 3.48 0.86 2.74 0.40 0.96 0.71 0.00
Calculated19 4C 0.08 0 00:07 0.08 0.99 0.82 0.41 0.30 0.81 0.00
Calculated20 4D 0.14 0 00:01 0.14 1.00 1.27 0.31 0.38 1.00 1440.00
SURCHARGED21 5A 0.45 0 00:01 0.45 1.00 1.61 0.31 0.60 1.00 1440.00
SURCHARGED22 5B 3.45 0 00:03 3.97 0.87 3.13 0.23 0.97 0.72 0.00
Calculated23 5C 0.21 0 00:12 0.20 1.04 1.36 0.49 0.42 0.93 0.00
> CAPACITY24 5D 0.12 0 00:01 0.12 1.02 1.11 0.48 0.38 1.00
1439.00 SURCHARGED25 6A 0.37 0 00:01 0.37 1.00 1.32 0.38 0.60 1.00
1440.00 SURCHARGED
26 6C 0.16 0 00:02 0.16 1.00 1.02 0.49 0.45 1.00 1439.00
SURCHARGED27 6D 0.12 0 00:01 0.12 1.00 1.12 0.45 0.38 1.00 1440.00
SURCHARGED28 7A 0.40 0 00:01 0.40 1.00 1.40 0.36 0.60 1.00 1440.00
SURCHARGED29 7C 0.16 0 00:02 0.73 0.22 3.71 0.15 0.14 0.32 0.00
Calculated30 7D 0.14 0 00:01 0.14 1.00 1.24 0.33 0.38 1.00 1440.00
SURCHARGED31 8A 0.39 0 00:01 0.39 1.00 1.39 0.36 0.60 1.00 1440.00
SURCHARGED32 9A 0.77 0 00:01 0.77 1.00 1.74 0.29 0.75 1.00 1440.00
SURCHARGED33 Link-01 3.47 0 00:03 0.00 1.00 0.00 0.75 1.00 1440.00
SURCHARGED
