drainage calculations - nuneaton and bedworthapps.nuneatonandbedworth.gov.uk/bt_nbbc_planning... ·...
TRANSCRIPT
Couch Consulting Engineers
The Old Forge, Priory, 14-16 St. Nicholas Church Street, Genesis Centre, 18 Innovation Way,
London Rd, Canwell, Warwick, North Staffs Business Park,
Sutton Coldfield B75 5SH CV34 4JD Stoke-on-Trent ST6 4BF
Drainage Calculations
Site 72a004
Bermuda Park Feather Lane
Nuneaton CV10 7GN
Revision -
Reference EW836
Prepared by Couch Consulting Engineers Nov 2017
Wellesbourne Medical Centre
1.1 Site Description
The site drainage calculation has been prepared for new residential development at Site 72a004 –
Bermuda Park Feather Lane Nuneaton CV10 7GN.
1.2 Calculations
Greenfield Runoff
The calculations consist of:
1 in 1 year and
1 in 30 years and
1 in 100 years and
1 in 100 years + 40% climate change
1. INTRODUCTION
This report was produced using the greenfield runoff tool developed by HR Wallingford and available at www.uksuds.com. The use of this tool is subject to the UK SuDS terms and conditions and licence agreement, which can both be found at http://uksuds.com/terms-and-conditions.htm. The outputs from this tool have been used to estimate storage volume requirements. The use of these results is the responsibility of the users of this tool. No liability will be accepted by HR Wallingford, the Environment Agency, CEH, Hydrosolutions or any other organisation for use of this data in the design or operational characteristics of any drainage scheme.
Greenfield runoff estimation for sites
www.uksuds.com │ Greenfield runoff tool
This is an estimation of the greenfield runoff rate limits that are needed to meet normal best practice criteria in line with Environment Agency guidance “Preliminary rainfall runoff management for developments”, W5-074/A/TR1/1 rev. E (2012) and the SuDS Manual, C753 (Ciria, 2015). This information on greenfield runoff rates may be the basis for setting consents for the drainage of surface water runoff from sites.
Site name:
Calculated by:
Latitude:
Longitude:
Reference:
Date:
Site coordinates
Site location:
Site characteristicsTotal site area (ha)
MethodologyQbar estimation methodSPR estimation method
Default Edited
SOIL typeHOST classSPR/SPRHOST
Hydrological characteristics Default Edited
SAAR (mm)Hydrological region Growth curve factor: 1 year Growth curve factor: 30 year Growth curve factor: 100 year
Notes:(1) Is QBAR < 2.0 l/s/ha?
(2) Are flow rates < 5.0 l/s?
(3) Is SPR/SPRHOST ≤ 0.3?
Greenfield runoff rates Default Edited
Qbar (l/s)1 in 1 year (l/s)1 in 30 years (l/s)1 in 100 years (l/s)
Methodology IH124
0.47
3.01
2
9.32
0.83 0.83
Lower consent flow rates may be set in which case blockage
4
0.809
2017-11-06T14:41:23
Feather Lane, Nuneaton
--- 5.0l/s if blockage from vegetation and other materials is possible.
1.47717° W
3.01
Feather Lane, Nuneaton
3.63
Theodora Francis
2.57
3.63
Calculate from SOIL type
52.50539° N
657657
44
9.32
2.57
Calculate from SPR and SAAR
4
---
7.25 7.25
2
6161231
work must be addressed by using appropriate drainage elements.
0.47
Where flow rates are less than 5.0 l/s consents are usually set at
Drainage Design ReportFlowv5.0
Copyright © 1988-2017 Causeway Software Solutions Limited
Network Storm Network
Filename W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd
Username COUCH\theodora francis
Last analysed 06-Nov-17 3:11:04 PM
Report produced on 06-Nov-17 3:14:14 PM
Causeway Sales
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Email: [email protected]
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Flow v5.0 Design Report: Design Settings
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Rainfall Methodology FSR
Return Period (years) 2
Additional Flow (%) 0
FSR Region England and Wales
M5-60 (mm) 20.000
Ratio-R 0.400
CV 0.750
Time of Entry (mins) 5.00
Maximum Time of Concentration (mins) 30.00
Maximum Rainfall (mm/hr) 50.0
Minimum Velocity (m/s) 1.00
Connection Type Level Inverts
Minimum Backdrop Height (m) 0.200
Preferred Cover Depth (m) 0.975
Enforce best practice design rules
Flow v5.0 Design Report: Nodes
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
NameArea(ha)
T of E(mins)
AddInflow(l/s)
CoverLevel(m)
NodeType
ManholeType
Diameter(mm)
Width(mm)
Easting(m)
Northing(m)
Depth(m)
Notes
SWMH1/1 0.073 5.00 97.014Manhole Adoptable 1200 1.434
SWMH1/2 0.025 5.00 97.008Manhole Adoptable 1800 2.380
SWMH1/3 0.030 5.00 97.505Manhole Adoptable 1800 3.005
SWMH1/4 97.557Manhole Adoptable 1800 3.092
SWMH1/5 97.143Manhole Adoptable 1800 2.703
SWMH1/6 97.183Manhole Adoptable 1800 2.810
EXTG SWMH 21 97.070Manhole Adoptable 1200 3.160
SWMH2/1 0.053 5.00 97.608Manhole Adoptable 1200 1.636
SWMH2/2 97.428Manhole Adoptable 1800 2.467
SWMH3/1 0.110 5.00 97.465Manhole Adoptable 1200 1.425
SWMH4/1 0.054 5.00 97.060Manhole Adoptable 1200 1.425
POND 5.00 97.440Manhole Storm 1200 1.300
TANK 5.00 96.850Manhole Storm 1200 1.250
Flow v5.0 Design Report: Links (Input)
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
NameUS
NodeDS
NodeLength
(m)ks (mm) /
nVelocityEquation
US IL(m)
DS IL(m)
Fall(m)
Slope(1:X)
Dia(mm)
LinkType
T of C(mins)
Rain(mm/hr)
ConOffset
(m)
MinDS IL(m)
3.001 SWMH1/1 SWMH1/2 7.508 0.600Colebrook-White 95.580 95.153 0.427 17.6 225Storm 5.07 50.0
3.002 SWMH1/2 SWMH1/3 38.600 0.600Colebrook-White 94.628 94.500 0.128 301.6 750Storm 5.47 50.0
1.002 SWMH1/3 SWMH1/4 17.372 0.600Colebrook-White 94.500 94.465 0.035 496.3 750Storm 5.70 50.0
1.003 SWMH1/4 SWMH1/5 12.427 0.600Colebrook-White 94.465 94.440 0.025 497.1 750Storm 5.86 50.0
1.004 SWMH1/5 SWMH1/6 5.382 0.600Colebrook-White 94.440 94.373 0.067 80.3 150Storm 5.94 50.0
1.005 SWMH1/6 EXTG SWMH 21 7.834 0.600Colebrook-White 94.373 93.910 0.463 16.9 150Storm 6.00 50.0
2.000 SWMH2/1 SWMH2/2 7.253 0.600Colebrook-White 95.972 95.486 0.486 14.9 225Storm 5.04 50.0
1.001 SWMH2/2 SWMH1/3 34.200 0.600Colebrook-White 94.961 94.500 0.461 74.2 750Storm 5.23 50.0
4.000 SWMH3/1 SWMH1/4 5.437 0.600Colebrook-White 96.040 94.990 1.050 5.2 225Storm 5.02 50.0
5.000 SWMH4/1 SWMH1/5 6.352 0.600Colebrook-White 95.635 94.965 0.670 9.5 225Storm 5.02 50.0
1.000 POND SWMH2/2 15.357 0.600Colebrook-White 96.140 95.261 0.879 17.5 450Storm 5.05 50.0
3.000 TANK SWMH1/1 2.010 0.600Colebrook-White 95.600 95.580 0.020 100.5 225Storm 5.03 50.0
Flow v5.0 Design Report: Links (Results)
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
NameUS
NodeDS
NodeVel
(m/s)Cap(l/s)
Flow(l/s)
USDepth
(m)
DSDepth
(m)
Σ Area(ha)
Σ AddInflow(ha)
ProDepth(mm)
ProVelocity
(m/s)Notes
3.001 SWMH1/1 SWMH1/2 3.135 124.7 9.9 1.209 1.630 0.073 0.0
3.002 SWMH1/2 SWMH1/3 1.606 709.5 13.3 1.630 2.255 0.098 0.0
1.002 SWMH1/3 SWMH1/4 1.249 551.8 24.5 2.255 2.342 0.181 0.0
1.003 SWMH1/4 SWMH1/5 1.248 551.4 39.4 2.342 1.953 0.291 0.0
1.004 SWMH1/5 SWMH1/6 1.122 19.8 46.8 2.553 2.660 0.345 0.0
1.005 SWMH1/6 EXTG SWMH 21 2.460 43.5 46.8 2.660 3.010 0.345 0.0
2.000 SWMH2/1 SWMH2/2 3.404 135.3 7.2 1.411 1.717 0.053 0.0
1.001 SWMH2/2 SWMH1/3 3.251 1436.2 7.2 1.717 2.255 0.053 0.0
4.000 SWMH3/1 SWMH1/4 5.788 230.1 14.9 1.200 2.342 0.110 0.0
5.000 SWMH4/1 SWMH1/5 4.274 169.9 7.3 1.200 1.953 0.054 0.0
1.000 POND SWMH2/2 4.881 776.3 0.0 0.850 1.717 0.000 0.0
3.000 TANK SWMH1/1 1.304 51.8 0.0 1.025 1.209 0.000 0.0
Flow v5.0 Design Report: Pipeline Schedule
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
LinkID
Length(m)
Slope(1:X)
Dia(mm)
LinkType
US CL(m)
US IL(m)
USDepth
(m)
DS CL(m)
DS IL(m)
DSDepth
(m)
US NodeID
Dia(mm)
Width(mm)
NodeType
MHType
DS NodeID
Dia(mm)
Width(mm)
NodeType
MHType
3.001 7.508 17.6 225Storm 97.014 95.580 1.209 97.008 95.153 1.630SWMH1/1 1200 Manhole Adoptable SWMH1/2 1800 Manhole Adoptable
3.002 38.600 301.6 750Storm 97.008 94.628 1.630 97.505 94.500 2.255SWMH1/2 1800 Manhole Adoptable SWMH1/3 1800 Manhole Adoptable
1.002 17.372 496.3 750Storm 97.505 94.500 2.255 97.557 94.465 2.342SWMH1/3 1800 Manhole Adoptable SWMH1/4 1800 Manhole Adoptable
1.003 12.427 497.1 750Storm 97.557 94.465 2.342 97.143 94.440 1.953SWMH1/4 1800 Manhole Adoptable SWMH1/5 1800 Manhole Adoptable
1.004 5.382 80.3 150Storm 97.143 94.440 2.553 97.183 94.373 2.660SWMH1/5 1800 Manhole Adoptable SWMH1/6 1800 Manhole Adoptable
1.005 7.834 16.9 150Storm 97.183 94.373 2.660 97.070 93.910 3.010SWMH1/6 1800 Manhole Adoptable EXTG SWMH 21 1200 Manhole Adoptable
2.000 7.253 14.9 225Storm 97.608 95.972 1.411 97.428 95.486 1.717SWMH2/1 1200 Manhole Adoptable SWMH2/2 1800 Manhole Adoptable
1.001 34.200 74.2 750Storm 97.428 94.961 1.717 97.505 94.500 2.255SWMH2/2 1800 Manhole Adoptable SWMH1/3 1800 Manhole Adoptable
4.000 5.437 5.2 225Storm 97.465 96.040 1.200 97.557 94.990 2.342SWMH3/1 1200 Manhole Adoptable SWMH1/4 1800 Manhole Adoptable
5.000 6.352 9.5 225Storm 97.060 95.635 1.200 97.143 94.965 1.953SWMH4/1 1200 Manhole Adoptable SWMH1/5 1800 Manhole Adoptable
1.000 15.357 17.5 450Storm 97.440 96.140 0.850 97.428 95.261 1.717POND 1200 Manhole Storm SWMH2/2 1800 Manhole Adoptable
3.000 2.010 100.5 225Storm 96.850 95.600 1.025 97.014 95.580 1.209TANK 1200 Manhole Storm SWMH1/1 1200 Manhole Adoptable
Flow v5.0 Design Report: Manhole Schedule
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
NodeID
Easting(m)
Northing(m)
CL(m)
Depth(m)
Dia(mm)
Width(mm)
NodeType
MHType
LinkID
IL(m)
Dia(mm)
LinkType
SWMH1/1 97.014 1.434 1200 Manhole Adoptable 1 3.000 95.580 225Storm
0 3.001 95.580 225Storm
SWMH1/2 97.008 2.380 1800 Manhole Adoptable 1 3.001 95.153 225Storm
0 3.002 94.628 750Storm
SWMH1/3 97.505 3.005 1800 Manhole Adoptable 1 3.002 94.500 750Storm
2 1.001 94.500 750Storm
0 1.002 94.500 750Storm
SWMH1/4 97.557 3.092 1800 Manhole Adoptable 1 4.000 94.990 225Storm
2 1.002 94.465 750Storm
0 1.003 94.465 750Storm
SWMH1/5 97.143 2.703 1800 Manhole Adoptable 1 5.000 94.965 225Storm
2 1.003 94.440 750Storm
0 1.004 94.440 150Storm
SWMH1/6 97.183 2.810 1800 Manhole Adoptable 1 1.004 94.373 150Storm
0 1.005 94.373 150Storm
EXTG SWMH 21 97.070 3.160 1200 Manhole Adoptable 1 1.005 93.910 150Storm
SWMH2/1 97.608 1.636 1200 Manhole Adoptable
0 2.000 95.972 225Storm
SWMH2/2 97.428 2.467 1800 Manhole Adoptable 1 2.000 95.486 225Storm
2 1.000 95.261 450Storm
0 1.001 94.961 750Storm
SWMH3/1 97.465 1.425 1200 Manhole Adoptable
Flow v5.0 Design Report: Manhole Schedule
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
0 4.000 96.040 225Storm
SWMH4/1 97.060 1.425 1200 Manhole Adoptable
0 5.000 95.635 225Storm
POND 97.440 1.300 1200 Manhole Storm
0 1.000 96.140 450Storm
TANK 96.850 1.250 1200 Manhole Storm
0 3.000 95.600 225Storm
Flow v5.0 Design Report: Simulation Settings
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Rainfall Methodology FSR Return Period (years) Climate Change (%)
FSR Region England and Wales 1 0
M5-60 (mm) 20.000 30 0
Ratio-R 0.400 100 0
Summer CV 0.750 100 40
Winter CV 0.840
Analysis Speed Normal
Drain Down Time (mins) 240
Additional Storage (m³/ha) 20.0
Storm Durations (mins) 15
30
60
120
180
240
360
480
600
720
960
1440
2160
2880
Check Discharge Rate(s) x
1 year (l/s)
30 year (l/s)
100 year (l/s)
Check Discharge Volume x
100 year 360 minute (m³)
Flow v5.0 Design Report: Flow Controls
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Hydro-Brake®
NodeFlap
ValveOnline / Offline
ReplacesDownstream
Link
Loopto
Node
InvertLevel(m)
DesignDepth
(m)
DesignFlow(l/s)
ObjectiveSump
AvailableProductNumber
Min OutletDiameter
(m)
Min NodeDiameter
(mm)
SWMH1/5 x Online 94.440 2.300 5.0(HE) Minimise upstream storage CTL-SHE-0089-5000-2300-5000 0.150 1200
Flow v5.0 Design Report: Storage Structures
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Depth/Area/Inf Area
NodeBase Inf
Coefficient(m/hr)
Side InfCoefficient
(m/hr)
SafetyFactor
PorosityInvertLevel(m)
Time tohalf empty
(mins)
Depth(m)
Area(m²)
Inf.Area(m²)
POND 0.00000 0.00000 2.0 1.00 96.140 8 0.000 40.5 0.0
1.300 176.3 0.0
Soakaway
NodeBase Inf
Coefficient(m/hr)
Side InfCoefficient
(m/hr)
SafetyFactor
PorosityInvertLevel(m)
Time tohalf empty
(mins)
PitWidth
(m)
PitLength
(m)
Depth(m)
InfDepth
(m)
NumberRequired
TANK 0.00000 0.00000 2.0 0.90 95.600 10.000 10.500 0.400 1
Flow v5.0 Design Report: Other
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Default Values Overrides
Entry Loss (manhole) 0.250 Link Entry Loss Exit Loss Node Flood Risk (m)
Exit Loss (manhole) 0.250
Entry Loss (junction) 0.000
Exit Loss (junction) 0.000
Flood Risk (m) 0.300
Flow v5.0 Design Report: 1 year Critical
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year Critical Storm Duration. Lowest mass balance: 98.93%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
15 minute winter SWMH1/1 10 95.626 0.046 10.3 0.0981 0.0000OK 3.001 SWMH1/2 10.0 1.813 0.080 0.0414
60 minute winter SWMH1/2 59 94.941 0.313 8.7 0.8619 0.0000OK 3.002 SWMH1/3 6.7 0.303 0.009 8.4789
60 minute winter SWMH1/3 60 94.937 0.437 12.3 1.2004 0.0000OK 1.002 SWMH1/4 5.2 0.197 0.010 4.8588
60 minute winter SWMH1/4 60 94.938 0.473 8.7 1.2047 0.0000OK 1.003 SWMH1/5 4.4 0.202 0.008 3.7504
60 minute winter SWMH1/5 60 94.939 0.499 6.9 1.2688 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
30 minute summer SWMH1/6 46 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 26.1
30 minute summer EXTG SWMH 21 46 93.940 0.030 3.8 0.0000 0.0000OK
15 minute winter SWMH2/1 10 96.010 0.038 7.5 0.0669 0.0000OK 2.000 SWMH2/2 7.4 1.772 0.055 0.0304
15 minute winter SWMH2/2 11 94.999 0.038 7.4 0.0965 0.0000OK 1.001 SWMH1/3 7.2 0.379 0.005 3.4711
15 minute winter SWMH3/1 10 96.083 0.043 15.5 0.1138 0.0000OK 4.000 SWMH1/4 15.4 3.141 0.067 0.0267
15 minute winter SWMH4/1 10 95.669 0.034 7.6 0.0642 0.0000OK 5.000 SWMH1/5 7.6 2.089 0.044 0.0230
15 minute summer POND 1 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
60 minute winter TANK 45 95.601 0.001 0.1 0.1318 0.0000OK 3.000 SWMH1/1 -0.1 -0.138 -0.003 0.0036
Flow v5.0 Design Report: 30 year Critical
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year Critical Storm Duration. Lowest mass balance: 98.93%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
60 minute winter SWMH1/1 44 95.787 0.207 23.6 0.4439 0.0000OK 3.001 SWMH1/2 -19.0 1.921 -0.152 0.2927
60 minute winter SWMH1/2 44 95.797 1.169 23.2 3.2208 0.0000SURCHARGED 3.002 SWMH1/3 -17.1 0.369 -0.024 16.9887
60 minute winter SWMH1/3 44 95.798 1.298 34.6 3.5625 0.0000SURCHARGED 1.002 SWMH1/4 -21.0 0.197 -0.038 7.6458
60 minute winter SWMH1/4 44 95.800 1.335 23.0 3.3964 0.0000SURCHARGED 1.003 SWMH1/5 -5.4 0.231 -0.010 5.4694
60 minute winter SWMH1/5 44 95.801 1.361 9.5 3.4626 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.9
60 minute winter SWMH1/6 44 94.405 0.032 3.9 0.0806 0.0000OK 1.005 EXTG SWMH 21 3.9 1.490 0.090 0.0206 62.6
60 minute winter EXTG SWMH 21 44 93.940 0.030 3.9 0.0000 0.0000OK
15 minute winter SWMH2/1 10 96.033 0.061 18.3 0.1077 0.0000OK 2.000 SWMH2/2 18.2 2.250 0.134 0.0587
60 minute winter SWMH2/2 44 95.801 0.840 19.9 2.1374 0.0000SURCHARGED 1.001 SWMH1/3 -12.0 0.337 -0.008 15.0521
15 minute winter SWMH3/1 10 96.110 0.070 38.1 0.1878 0.0000OK 4.000 SWMH1/4 37.9 3.935 0.165 0.1202
60 minute winter SWMH4/1 44 95.797 0.162 9.5 0.3068 0.0000OK 5.000 SWMH1/5 9.5 2.188 0.056 0.2238
15 minute summer POND 1 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
120 minute winter TANK 118 95.786 0.186 23.6 17.7657 0.0000OK 3.000 SWMH1/1 -23.6 -1.264 -0.455 0.0735
Flow v5.0 Design Report: 100 year Critical
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year Critical Storm Duration. Lowest mass balance: 98.93%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
180 minute winter SWMH1/1 176 96.213 0.633 36.6 1.3604 0.0000SURCHARGED 3.001 SWMH1/2 -29.3 1.614 -0.235 0.2986
180 minute winter SWMH1/2 176 96.213 1.585 28.4 4.3667 0.0000SURCHARGED 3.002 SWMH1/3 -25.9 0.265 -0.036 16.9887
180 minute winter SWMH1/3 176 96.213 1.713 24.9 4.7005 0.0000SURCHARGED 1.002 SWMH1/4 -15.5 0.192 -0.028 7.6458
180 minute winter SWMH1/4 176 96.213 1.748 14.5 4.4487 0.0000SURCHARGED 1.003 SWMH1/5 6.8 0.193 0.012 5.4694
180 minute winter SWMH1/5 176 96.213 1.773 6.8 4.5123 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.4
180 minute winter SWMH1/6 176 94.407 0.034 4.4 0.0859 0.0000OK 1.005 EXTG SWMH 21 4.4 1.543 0.102 0.0225 96.2
180 minute winter EXTG SWMH 21 176 93.942 0.032 4.4 0.0000 0.0000OK
180 minute winter SWMH2/1 176 96.213 0.241 5.5 0.4289 0.0000SURCHARGED 2.000 SWMH2/2 5.5 1.630 0.041 0.2885
180 minute winter SWMH2/2 176 96.213 1.252 20.9 3.1864 0.0000SURCHARGED 1.001 SWMH1/3 -15.4 0.251 -0.011 15.0521
180 minute winter SWMH3/1 176 96.213 0.173 11.5 0.4628 0.0000OK 4.000 SWMH1/4 11.5 2.665 0.050 0.1972
180 minute winter SWMH4/1 176 96.213 0.578 5.6 1.0919 0.0000SURCHARGED 5.000 SWMH1/5 6.5 1.755 0.038 0.2526
180 minute winter POND 176 96.213 0.073 3.7 3.3189 0.0000OK 1.000 SWMH2/2 -3.7 -0.041 -0.005 1.3445
180 minute winter TANK 176 96.213 0.613 37.7 38.5406 0.0000SURCHARGED 3.000 SWMH1/1 -37.7 -1.526 -0.727 0.0799
Flow v5.0 Design Report: 100 year +40% Critical
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% Critical Storm Duration. Lowest mass balance: 98.93%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
180 minute winter SWMH1/1 176 96.773 1.193 50.3 2.5645 0.0000FLOOD RISK 3.001 SWMH1/2 -40.1 1.621 -0.322 0.2986
180 minute winter SWMH1/2 176 96.773 2.145 39.1 5.9103 0.0000FLOOD RISK 3.002 SWMH1/3 -35.6 0.297 -0.050 16.9887
180 minute winter SWMH1/3 176 96.773 2.273 34.8 6.2379 0.0000SURCHARGED 1.002 SWMH1/4 -21.4 0.194 -0.039 7.6458
180 minute winter SWMH1/4 176 96.773 2.308 20.5 5.8746 0.0000SURCHARGED 1.003 SWMH1/5 10.8 0.200 0.020 5.4694
180 minute winter SWMH1/5 176 96.773 2.333 10.8 5.9382 0.0000SURCHARGED Hydro-Brake® SWMH1/6 5.0
180 minute winter SWMH1/6 180 94.409 0.036 5.0 0.0919 0.0000OK 1.005 EXTG SWMH 21 5.0 1.597 0.116 0.0247 110.8
180 minute winter EXTG SWMH 21 180 93.945 0.035 5.0 0.0000 0.0000OK
180 minute winter SWMH2/1 176 96.773 0.801 7.7 1.4256 0.0000SURCHARGED 2.000 SWMH2/2 7.7 1.700 0.057 0.2885
180 minute winter SWMH2/2 176 96.773 1.812 41.0 4.6123 0.0000SURCHARGED 1.001 SWMH1/3 -33.7 0.236 -0.023 15.0521
180 minute winter SWMH3/1 176 96.773 0.733 16.1 1.9619 0.0000SURCHARGED 4.000 SWMH1/4 16.1 2.715 0.070 0.2162
180 minute winter SWMH4/1 176 96.773 1.138 8.6 2.1503 0.0000FLOOD RISK 5.000 SWMH1/5 8.2 1.715 0.048 0.2526
180 minute winter POND 176 96.773 0.633 42.0 47.3125 0.0000SURCHARGED 1.000 SWMH2/2 -42.0 -0.399 -0.054 2.4332
180 minute winter TANK 176 96.773 1.173 51.1 39.1743 0.0000FLOOD RISK 3.000 SWMH1/1 -51.1 -1.697 -0.986 0.0799
Flow v5.0 Design Report: 1 year 15 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 15 minute summer. 255 minute analysis at 1 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
15 minute summer SWMH1/1 10 95.625 0.045 9.8 0.0957 0.0000OK 3.001 SWMH1/2 9.5 1.789 0.076 0.0399
15 minute summer SWMH1/2 19 94.821 0.193 14.0 0.5308 0.0000OK 3.002 SWMH1/3 12.4 0.393 0.017 5.0776
15 minute summer SWMH1/3 18 94.816 0.316 29.7 0.8677 0.0000OK 1.002 SWMH1/4 10.6 0.207 0.019 3.2818
15 minute summer SWMH1/4 18 94.815 0.350 15.7 0.8911 0.0000OK 1.003 SWMH1/5 7.6 0.237 0.014 2.6175
15 minute summer SWMH1/5 16 94.815 0.375 9.7 0.9547 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
15 minute summer SWMH1/6 20 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 19.9
15 minute summer EXTG SWMH 21 20 93.940 0.030 3.8 0.0000 0.0000OK
15 minute summer SWMH2/1 10 96.009 0.037 7.1 0.0652 0.0000OK 2.000 SWMH2/2 7.1 1.748 0.052 0.0293
15 minute summer SWMH2/2 11 94.998 0.037 7.1 0.0947 0.0000OK 1.001 SWMH1/3 6.9 0.362 0.005 3.0484
15 minute summer SWMH3/1 10 96.082 0.042 14.8 0.1111 0.0000OK 4.000 SWMH1/4 14.7 3.105 0.064 0.0258
15 minute summer SWMH4/1 10 95.668 0.033 7.2 0.0625 0.0000OK 5.000 SWMH1/5 7.2 2.058 0.042 0.0221
15 minute summer POND 1 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
15 minute summer TANK 16 95.601 0.001 0.4 0.1034 0.0000OK 3.000 SWMH1/1 -0.4 -0.267 -0.008 0.0056
Flow v5.0 Design Report: 1 year 15 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 15 minute winter. 255 minute analysis at 1 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
15 minute winter SWMH1/1 10 95.626 0.046 10.3 0.0981 0.0000OK 3.001 SWMH1/2 10.0 1.813 0.080 0.0414
15 minute winter SWMH1/2 18 94.859 0.231 16.5 0.6350 0.0000OK 3.002 SWMH1/3 11.8 0.423 0.017 6.0141
15 minute winter SWMH1/3 17 94.849 0.349 26.2 0.9565 0.0000OK 1.002 SWMH1/4 -15.0 0.179 -0.027 3.7172
15 minute winter SWMH1/4 19 94.851 0.386 16.8 0.9825 0.0000OK 1.003 SWMH1/5 6.1 0.243 0.011 2.9633
15 minute winter SWMH1/5 19 94.853 0.413 10.6 1.0514 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
15 minute winter SWMH1/6 27 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 22.3
15 minute winter EXTG SWMH 21 27 93.940 0.030 3.8 0.0000 0.0000OK
15 minute winter SWMH2/1 10 96.010 0.038 7.5 0.0669 0.0000OK 2.000 SWMH2/2 7.4 1.772 0.055 0.0304
15 minute winter SWMH2/2 11 94.999 0.038 7.4 0.0965 0.0000OK 1.001 SWMH1/3 7.2 0.379 0.005 3.4711
15 minute winter SWMH3/1 10 96.083 0.043 15.5 0.1138 0.0000OK 4.000 SWMH1/4 15.4 3.141 0.067 0.0267
15 minute winter SWMH4/1 10 95.669 0.034 7.6 0.0642 0.0000OK 5.000 SWMH1/5 7.6 2.089 0.044 0.0230
15 minute winter POND 1 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
15 minute winter TANK 16 95.601 0.001 0.3 0.1190 0.0000OK 3.000 SWMH1/1 -0.3 -0.194 -0.006 0.0058
Flow v5.0 Design Report: 1 year 30 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 30 minute summer. 270 minute analysis at 1 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
30 minute summer SWMH1/1 18 95.622 0.042 8.8 0.0907 0.0000OK 3.001 SWMH1/2 8.6 1.741 0.069 0.0371
30 minute summer SWMH1/2 31 94.868 0.240 15.3 0.6609 0.0000OK 3.002 SWMH1/3 9.4 0.321 0.013 6.3823
30 minute summer SWMH1/3 30 94.863 0.363 22.3 0.9959 0.0000OK 1.002 SWMH1/4 8.6 0.200 0.016 3.9019
30 minute summer SWMH1/4 32 94.864 0.399 13.2 1.0160 0.0000OK 1.003 SWMH1/5 5.8 0.213 0.010 3.0761
30 minute summer SWMH1/5 32 94.864 0.424 9.0 1.0800 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
30 minute summer SWMH1/6 46 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 26.1
30 minute summer EXTG SWMH 21 46 93.940 0.030 3.8 0.0000 0.0000OK
30 minute summer SWMH2/1 18 96.007 0.035 6.4 0.0619 0.0000OK 2.000 SWMH2/2 6.4 1.702 0.047 0.0273
30 minute summer SWMH2/2 18 94.997 0.036 6.4 0.0912 0.0000OK 1.001 SWMH1/3 6.4 0.293 0.004 3.6423
30 minute summer SWMH3/1 18 96.079 0.039 13.2 0.1048 0.0000OK 4.000 SWMH1/4 13.2 3.014 0.057 0.0238
30 minute summer SWMH4/1 18 95.666 0.031 6.5 0.0594 0.0000OK 5.000 SWMH1/5 6.5 2.004 0.038 0.0206
30 minute summer POND 1 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
30 minute summer TANK 24 95.601 0.001 0.3 0.1100 0.0000OK 3.000 SWMH1/1 -0.3 -0.213 -0.006 0.0052
Flow v5.0 Design Report: 1 year 30 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 30 minute winter. 270 minute analysis at 1 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
30 minute winter SWMH1/1 18 95.620 0.040 7.9 0.0857 0.0000OK 3.001 SWMH1/2 7.7 1.690 0.062 0.0343
30 minute winter SWMH1/2 31 94.911 0.283 13.2 0.7790 0.0000OK 3.002 SWMH1/3 9.4 0.339 0.013 7.5791
30 minute winter SWMH1/3 32 94.906 0.406 18.2 1.1154 0.0000OK 1.002 SWMH1/4 7.9 0.205 0.014 4.4567
30 minute winter SWMH1/4 32 94.906 0.441 11.9 1.1234 0.0000OK 1.003 SWMH1/5 5.5 0.216 0.010 3.4628
30 minute winter SWMH1/5 32 94.906 0.466 8.6 1.1872 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
30 minute winter SWMH1/6 59 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 29.2
30 minute winter EXTG SWMH 21 59 93.940 0.030 3.8 0.0000 0.0000OK
30 minute winter SWMH2/1 18 96.005 0.033 5.8 0.0589 0.0000OK 2.000 SWMH2/2 5.8 1.655 0.043 0.0254
30 minute winter SWMH2/2 18 94.995 0.034 5.8 0.0874 0.0000OK 1.001 SWMH1/3 5.8 0.328 0.004 4.1953
30 minute winter SWMH3/1 18 96.077 0.037 11.9 0.0992 0.0000OK 4.000 SWMH1/4 11.9 2.933 0.052 0.0221
30 minute winter SWMH4/1 18 95.665 0.030 5.9 0.0566 0.0000OK 5.000 SWMH1/5 5.9 1.951 0.035 0.0192
30 minute winter POND 1 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
30 minute winter TANK 26 95.601 0.001 0.2 0.1315 0.0000OK 3.000 SWMH1/1 -0.2 -0.189 -0.005 0.0048
Flow v5.0 Design Report: 1 year 60 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 60 minute summer. 300 minute analysis at 1 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
60 minute summer SWMH1/1 33 95.616 0.036 6.6 0.0782 0.0000OK 3.001 SWMH1/2 6.5 1.609 0.052 0.0301
60 minute summer SWMH1/2 50 94.889 0.261 10.6 0.7184 0.0000OK 3.002 SWMH1/3 7.4 0.275 0.010 6.9764
60 minute summer SWMH1/3 51 94.885 0.385 14.9 1.0558 0.0000OK 1.002 SWMH1/4 5.3 0.195 0.010 4.1831
60 minute summer SWMH1/4 51 94.886 0.421 10.0 1.0707 0.0000OK 1.003 SWMH1/5 4.4 0.201 0.008 3.2746
60 minute summer SWMH1/5 51 94.886 0.446 7.6 1.1349 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
60 minute summer SWMH1/6 81 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 33.0
60 minute summer EXTG SWMH 21 81 93.940 0.030 3.8 0.0000 0.0000OK
60 minute summer SWMH2/1 33 96.002 0.030 4.8 0.0536 0.0000OK 2.000 SWMH2/2 4.8 1.570 0.035 0.0222
60 minute summer SWMH2/2 33 94.993 0.032 4.8 0.0803 0.0000OK 1.001 SWMH1/3 4.8 0.269 0.003 3.9164
60 minute summer SWMH3/1 33 96.074 0.034 10.0 0.0906 0.0000OK 4.000 SWMH1/4 10.0 2.798 0.043 0.0194
60 minute summer SWMH4/1 33 95.662 0.027 4.9 0.0516 0.0000OK 5.000 SWMH1/5 4.9 1.848 0.029 0.0168
60 minute summer POND 1 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
60 minute summer TANK 42 95.601 0.001 0.2 0.1105 0.0000OK 3.000 SWMH1/1 -0.2 -0.158 -0.004 0.0042
Flow v5.0 Design Report: 1 year 60 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 60 minute winter. 300 minute analysis at 1 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
60 minute winter SWMH1/1 33 95.613 0.033 5.3 0.0699 0.0000OK 3.001 SWMH1/2 5.2 1.513 0.042 0.0257
60 minute winter SWMH1/2 59 94.941 0.313 8.7 0.8619 0.0000OK 3.002 SWMH1/3 6.7 0.303 0.009 8.4789
60 minute winter SWMH1/3 60 94.937 0.437 12.3 1.2004 0.0000OK 1.002 SWMH1/4 5.2 0.197 0.010 4.8588
60 minute winter SWMH1/4 60 94.938 0.473 8.7 1.2047 0.0000OK 1.003 SWMH1/5 4.4 0.202 0.008 3.7504
60 minute winter SWMH1/5 60 94.939 0.499 6.9 1.2688 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
60 minute winter SWMH1/6 98 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 37.0
60 minute winter EXTG SWMH 21 98 93.940 0.030 3.8 0.0000 0.0000OK
60 minute winter SWMH2/1 33 95.999 0.027 3.9 0.0483 0.0000OK 2.000 SWMH2/2 3.9 1.477 0.029 0.0192
60 minute winter SWMH2/2 33 94.990 0.029 3.9 0.0731 0.0000OK 1.001 SWMH1/3 3.9 0.275 0.003 4.5827
60 minute winter SWMH3/1 33 96.070 0.030 8.1 0.0814 0.0000OK 4.000 SWMH1/4 8.1 2.641 0.035 0.0167
60 minute winter SWMH4/1 33 95.660 0.025 4.0 0.0467 0.0000OK 5.000 SWMH1/5 4.0 1.744 0.024 0.0146
60 minute winter POND 1 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
60 minute winter TANK 45 95.601 0.001 0.1 0.1318 0.0000OK 3.000 SWMH1/1 -0.1 -0.138 -0.003 0.0036
Flow v5.0 Design Report: 1 year 120 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 120 minute summer. 360 minute analysis at 2 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
120 minute summer SWMH1/1 64 95.610 0.030 4.4 0.0638 0.0000OK 3.001 SWMH1/2 4.3 1.436 0.035 0.0225
120 minute summer SWMH1/2 94 94.881 0.253 5.8 0.6973 0.0000OK 3.002 SWMH1/3 5.0 0.227 0.007 6.8322
120 minute summer SWMH1/3 86 94.881 0.381 9.6 1.0462 0.0000OK 1.002 SWMH1/4 3.8 0.180 0.007 4.1374
120 minute summer SWMH1/4 86 94.882 0.417 7.1 1.0617 0.0000OK 1.003 SWMH1/5 3.8 0.173 0.007 3.2420
120 minute summer SWMH1/5 86 94.882 0.442 6.1 1.1259 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
120 minute summer SWMH1/6 128 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 41.0
120 minute summer EXTG SWMH 21 128 93.940 0.030 3.8 0.0000 0.0000OK
120 minute summer SWMH2/1 64 95.997 0.025 3.2 0.0439 0.0000OK 2.000 SWMH2/2 3.2 1.395 0.024 0.0166
120 minute summer SWMH2/2 64 94.987 0.026 3.2 0.0668 0.0000OK 1.001 SWMH1/3 3.2 0.218 0.002 3.8712
120 minute summer SWMH3/1 64 96.067 0.027 6.6 0.0734 0.0000OK 4.000 SWMH1/4 6.6 2.489 0.029 0.0144
120 minute summer SWMH4/1 64 95.657 0.022 3.2 0.0418 0.0000OK 5.000 SWMH1/5 3.2 1.635 0.019 0.0124
120 minute summer POND 2 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
120 minute summer TANK 74 95.601 0.001 0.1 0.0948 0.0000OK 3.000 SWMH1/1 -0.1 -0.135 -0.003 0.0031
Flow v5.0 Design Report: 1 year 120 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 120 minute winter. 360 minute analysis at 2 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
120 minute winter SWMH1/1 64 95.606 0.026 3.4 0.0562 0.0000OK 3.001 SWMH1/2 3.3 1.333 0.027 0.0188
120 minute winter SWMH1/2 96 94.932 0.304 4.5 0.8377 0.0000OK 3.002 SWMH1/3 4.1 0.237 0.006 8.2626
120 minute winter SWMH1/3 94 94.930 0.430 7.7 1.1806 0.0000OK 1.002 SWMH1/4 3.8 0.187 0.007 4.7616
120 minute winter SWMH1/4 92 94.930 0.465 6.2 1.1847 0.0000OK 1.003 SWMH1/5 3.8 0.180 0.007 3.6799
120 minute winter SWMH1/5 92 94.931 0.491 5.5 1.2486 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
120 minute winter SWMH1/6 148 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 45.9
120 minute winter EXTG SWMH 21 148 93.940 0.030 3.8 0.0000 0.0000OK
120 minute winter SWMH2/1 62 95.993 0.021 2.4 0.0381 0.0000OK 2.000 SWMH2/2 2.4 1.284 0.018 0.0136
120 minute winter SWMH2/2 66 94.984 0.023 2.4 0.0588 0.0000OK 1.001 SWMH1/3 2.4 0.213 0.002 4.4944
120 minute winter SWMH3/1 64 96.064 0.024 5.1 0.0646 0.0000OK 4.000 SWMH1/4 5.1 2.314 0.022 0.0120
120 minute winter SWMH4/1 64 95.655 0.020 2.5 0.0371 0.0000OK 5.000 SWMH1/5 2.5 1.524 0.015 0.0104
120 minute winter POND 2 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
120 minute winter TANK 78 95.601 0.001 0.1 0.0997 0.0000OK 3.000 SWMH1/1 -0.1 -0.106 -0.002 0.0026
Flow v5.0 Design Report: 1 year 180 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 180 minute summer. 420 minute analysis at 4 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
180 minute summer SWMH1/1 96 95.606 0.026 3.3 0.0555 0.0000OK 3.001 SWMH1/2 3.2 1.322 0.026 0.0184
180 minute summer SWMH1/2 120 94.868 0.240 4.3 0.6607 0.0000OK 3.002 SWMH1/3 3.7 0.206 0.005 6.5097
180 minute summer SWMH1/3 124 94.870 0.370 6.9 1.0153 0.0000OK 1.002 SWMH1/4 3.0 0.168 0.005 3.9894
180 minute summer SWMH1/4 124 94.871 0.406 5.5 1.0322 0.0000OK 1.003 SWMH1/5 3.6 0.161 0.007 3.1350
180 minute summer SWMH1/5 124 94.871 0.431 5.2 1.0962 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
180 minute summer SWMH1/6 160 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 46.4
180 minute summer EXTG SWMH 21 160 93.940 0.030 3.8 0.0000 0.0000OK
180 minute summer SWMH2/1 96 95.993 0.021 2.4 0.0381 0.0000OK 2.000 SWMH2/2 2.4 1.284 0.018 0.0136
180 minute summer SWMH2/2 96 94.984 0.023 2.4 0.0588 0.0000OK 1.001 SWMH1/3 2.4 0.175 0.002 3.7259
180 minute summer SWMH3/1 96 96.064 0.024 5.0 0.0640 0.0000OK 4.000 SWMH1/4 5.0 2.301 0.022 0.0118
180 minute summer SWMH4/1 96 95.654 0.019 2.4 0.0364 0.0000OK 5.000 SWMH1/5 2.4 1.505 0.014 0.0101
180 minute summer POND 4 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
180 minute summer TANK 108 95.601 0.001 0.1 0.0752 0.0000OK 3.000 SWMH1/1 -0.1 -0.110 -0.002 0.0025
Flow v5.0 Design Report: 1 year 180 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 180 minute winter. 420 minute analysis at 4 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
180 minute winter SWMH1/1 96 95.603 0.023 2.5 0.0485 0.0000OK 3.001 SWMH1/2 2.5 1.222 0.020 0.0152
180 minute winter SWMH1/2 136 94.906 0.278 3.4 0.7661 0.0000OK 3.002 SWMH1/3 2.8 0.212 0.004 7.5343
180 minute winter SWMH1/3 132 94.905 0.405 5.6 1.1107 0.0000OK 1.002 SWMH1/4 3.0 0.170 0.005 4.4361
180 minute winter SWMH1/4 132 94.905 0.440 5.0 1.1196 0.0000OK 1.003 SWMH1/5 3.6 0.168 0.007 3.4492
180 minute winter SWMH1/5 132 94.905 0.465 4.9 1.1833 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
180 minute winter SWMH1/6 188 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 51.8
180 minute winter EXTG SWMH 21 188 93.940 0.030 3.8 0.0000 0.0000OK
180 minute winter SWMH2/1 92 95.991 0.019 1.8 0.0331 0.0000OK 2.000 SWMH2/2 1.8 1.179 0.013 0.0111
180 minute winter SWMH2/2 100 94.981 0.020 1.8 0.0518 0.0000OK 1.001 SWMH1/3 1.8 0.152 0.001 4.1701
180 minute winter SWMH3/1 96 96.061 0.021 3.8 0.0559 0.0000OK 4.000 SWMH1/4 3.8 2.130 0.017 0.0097
180 minute winter SWMH4/1 96 95.652 0.017 1.9 0.0325 0.0000OK 5.000 SWMH1/5 1.9 1.401 0.011 0.0086
180 minute winter POND 4 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
180 minute winter TANK 112 95.601 0.001 0.1 0.0594 0.0000OK 3.000 SWMH1/1 -0.1 -0.068 -0.001 0.0021
Flow v5.0 Design Report: 1 year 240 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 240 minute summer. 480 minute analysis at 4 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
240 minute summer SWMH1/1 124 95.604 0.024 2.8 0.0509 0.0000OK 3.001 SWMH1/2 2.7 1.256 0.022 0.0163
240 minute summer SWMH1/2 156 94.853 0.225 3.7 0.6190 0.0000OK 3.002 SWMH1/3 3.2 0.196 0.005 6.0291
240 minute summer SWMH1/3 156 94.850 0.350 5.9 0.9614 0.0000OK 1.002 SWMH1/4 3.1 0.170 0.006 3.7278
240 minute summer SWMH1/4 156 94.850 0.385 5.1 0.9796 0.0000OK 1.003 SWMH1/5 3.6 0.144 0.007 2.9426
240 minute summer SWMH1/5 156 94.850 0.410 4.9 1.0429 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
240 minute summer SWMH1/6 140 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 50.3
240 minute summer EXTG SWMH 21 140 93.940 0.030 3.8 0.0000 0.0000OK
240 minute summer SWMH2/1 124 95.992 0.020 2.0 0.0349 0.0000OK 2.000 SWMH2/2 2.0 1.218 0.015 0.0119
240 minute summer SWMH2/2 124 94.982 0.021 2.0 0.0539 0.0000OK 1.001 SWMH1/3 2.0 0.240 0.001 3.4749
240 minute summer SWMH3/1 124 96.062 0.022 4.2 0.0586 0.0000OK 4.000 SWMH1/4 4.2 2.189 0.018 0.0104
240 minute summer SWMH4/1 124 95.653 0.018 2.1 0.0340 0.0000OK 5.000 SWMH1/5 2.1 1.442 0.012 0.0092
240 minute summer POND 4 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
240 minute summer TANK 136 95.601 0.001 0.1 0.0552 0.0000OK 3.000 SWMH1/1 -0.1 -0.086 -0.001 0.0022
Flow v5.0 Design Report: 1 year 240 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 240 minute winter. 480 minute analysis at 4 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
240 minute winter SWMH1/1 128 95.601 0.021 2.1 0.0446 0.0000OK 3.001 SWMH1/2 2.1 1.163 0.017 0.0134
240 minute winter SWMH1/2 172 94.877 0.249 2.8 0.6847 0.0000OK 3.002 SWMH1/3 2.4 0.202 0.003 6.7433
240 minute winter SWMH1/3 172 94.878 0.378 4.7 1.0363 0.0000OK 1.002 SWMH1/4 2.9 0.173 0.005 4.0864
240 minute winter SWMH1/4 172 94.878 0.413 4.5 1.0508 0.0000OK 1.003 SWMH1/5 3.5 0.135 0.006 3.2020
240 minute winter SWMH1/5 172 94.878 0.438 4.6 1.1146 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
240 minute winter SWMH1/6 212 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 56.8
240 minute winter EXTG SWMH 21 212 93.940 0.030 3.8 0.0000 0.0000OK
240 minute winter SWMH2/1 124 95.989 0.017 1.5 0.0304 0.0000OK 2.000 SWMH2/2 1.5 1.115 0.011 0.0098
240 minute winter SWMH2/2 128 94.980 0.019 1.5 0.0478 0.0000OK 1.001 SWMH1/3 1.5 0.255 0.001 3.8227
240 minute winter SWMH3/1 124 96.059 0.019 3.2 0.0514 0.0000OK 4.000 SWMH1/4 3.2 2.024 0.014 0.0086
240 minute winter SWMH4/1 120 95.650 0.015 1.5 0.0292 0.0000OK 5.000 SWMH1/5 1.5 1.306 0.009 0.0073
240 minute winter POND 4 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
240 minute winter TANK 136 95.600 0.000 0.0 0.0222 0.0000OK 3.000 SWMH1/1 0.0 -0.037 0.000 0.0018
Flow v5.0 Design Report: 1 year 360 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 360 minute summer. 600 minute analysis at 8 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
360 minute summer SWMH1/1 184 95.601 0.021 2.2 0.0455 0.0000OK 3.001 SWMH1/2 2.2 1.176 0.017 0.0138
360 minute summer SWMH1/2 224 94.809 0.181 2.9 0.4988 0.0000OK 3.002 SWMH1/3 2.1 0.193 0.003 4.8975
360 minute summer SWMH1/3 224 94.810 0.310 4.3 0.8518 0.0000OK 1.002 SWMH1/4 2.6 0.168 0.005 3.2153
360 minute summer SWMH1/4 224 94.811 0.346 4.3 0.8796 0.0000OK 1.003 SWMH1/5 3.4 0.143 0.006 2.5785
360 minute summer SWMH1/5 224 94.811 0.371 4.4 0.9433 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
360 minute summer SWMH1/6 224 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 56.6
360 minute summer EXTG SWMH 21 224 93.940 0.030 3.8 0.0000 0.0000OK
360 minute summer SWMH2/1 184 95.990 0.018 1.6 0.0313 0.0000OK 2.000 SWMH2/2 1.6 1.136 0.012 0.0102
360 minute summer SWMH2/2 184 94.980 0.019 1.6 0.0489 0.0000OK 1.001 SWMH1/3 1.6 0.152 0.001 2.9674
360 minute summer SWMH3/1 184 96.059 0.019 3.2 0.0513 0.0000OK 4.000 SWMH1/4 3.2 2.023 0.014 0.0086
360 minute summer SWMH4/1 184 95.651 0.016 1.6 0.0300 0.0000OK 5.000 SWMH1/5 1.6 1.329 0.009 0.0076
360 minute summer POND 8 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
360 minute summer TANK 192 95.600 0.000 0.0 0.0167 0.0000OK 3.000 SWMH1/1 0.0 -0.047 -0.001 0.0019
Flow v5.0 Design Report: 1 year 360 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 360 minute winter. 600 minute analysis at 8 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
360 minute winter SWMH1/1 184 95.598 0.018 1.6 0.0393 0.0000OK 3.001 SWMH1/2 1.6 1.074 0.013 0.0112
360 minute winter SWMH1/2 240 94.814 0.186 2.1 0.5131 0.0000OK 3.002 SWMH1/3 1.8 0.205 0.002 5.0225
360 minute winter SWMH1/3 240 94.815 0.315 3.3 0.8634 0.0000OK 1.002 SWMH1/4 2.5 0.173 0.005 3.2686
360 minute winter SWMH1/4 240 94.815 0.350 3.8 0.8899 0.0000OK 1.003 SWMH1/5 3.4 0.151 0.006 2.6160
360 minute winter SWMH1/5 240 94.815 0.375 4.2 0.9536 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
360 minute winter SWMH1/6 240 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 63.2
360 minute winter EXTG SWMH 21 240 93.940 0.030 3.8 0.0000 0.0000OK
360 minute winter SWMH2/1 184 95.987 0.015 1.1 0.0264 0.0000OK 2.000 SWMH2/2 1.1 1.017 0.008 0.0078
360 minute winter SWMH2/2 192 94.977 0.016 1.1 0.0420 0.0000OK 1.001 SWMH1/3 1.1 0.147 0.001 3.0207
360 minute winter SWMH3/1 184 96.057 0.017 2.4 0.0447 0.0000OK 4.000 SWMH1/4 2.4 1.855 0.010 0.0070
360 minute winter SWMH4/1 184 95.649 0.014 1.2 0.0262 0.0000OK 5.000 SWMH1/5 1.2 1.219 0.007 0.0062
360 minute winter POND 8 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
360 minute winter TANK 8 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0015
Flow v5.0 Design Report: 1 year 480 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 480 minute summer. 720 minute analysis at 8 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
480 minute summer SWMH1/1 248 95.599 0.019 1.7 0.0405 0.0000OK 3.001 SWMH1/2 1.7 1.095 0.014 0.0117
480 minute summer SWMH1/2 288 94.775 0.147 2.3 0.4043 0.0000OK 3.002 SWMH1/3 2.1 0.205 0.003 3.9850
480 minute summer SWMH1/3 288 94.775 0.275 4.0 0.7534 0.0000OK 1.002 SWMH1/4 2.4 0.179 0.004 2.7558
480 minute summer SWMH1/4 288 94.775 0.310 4.1 0.7877 0.0000OK 1.003 SWMH1/5 3.4 0.130 0.006 2.2445
480 minute summer SWMH1/5 288 94.774 0.334 4.3 0.8513 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
480 minute summer SWMH1/6 288 94.404 0.031 3.8 0.0795 0.0000OK 1.005 EXTG SWMH 21 3.8 1.480 0.088 0.0202 61.6
480 minute summer EXTG SWMH 21 288 93.940 0.030 3.8 0.0000 0.0000OK
480 minute summer SWMH2/1 248 95.987 0.015 1.2 0.0274 0.0000OK 2.000 SWMH2/2 1.2 1.043 0.009 0.0083
480 minute summer SWMH2/2 248 94.978 0.017 1.2 0.0435 0.0000OK 1.001 SWMH1/3 1.2 0.144 0.001 2.5205
480 minute summer SWMH3/1 248 96.057 0.017 2.6 0.0465 0.0000OK 4.000 SWMH1/4 2.6 1.900 0.011 0.0074
480 minute summer SWMH4/1 248 95.649 0.014 1.3 0.0273 0.0000OK 5.000 SWMH1/5 1.3 1.251 0.008 0.0066
480 minute summer POND 8 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
480 minute summer TANK 8 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0016
Flow v5.0 Design Report: 1 year 480 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 480 minute winter. 720 minute analysis at 8 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
480 minute winter SWMH1/1 248 95.597 0.017 1.3 0.0357 0.0000OK 3.001 SWMH1/2 1.3 1.009 0.010 0.0097
480 minute winter SWMH1/2 304 94.758 0.130 1.7 0.3582 0.0000OK 3.002 SWMH1/3 1.6 0.202 0.002 3.5710
480 minute winter SWMH1/3 304 94.758 0.258 3.0 0.7084 0.0000OK 1.002 SWMH1/4 2.3 0.171 0.004 2.5495
480 minute winter SWMH1/4 304 94.758 0.293 3.6 0.7461 0.0000OK 1.003 SWMH1/5 3.3 0.140 0.006 2.0947
480 minute winter SWMH1/5 304 94.758 0.318 4.0 0.8097 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
480 minute winter SWMH1/6 304 94.404 0.031 3.8 0.0794 0.0000OK 1.005 EXTG SWMH 21 3.8 1.479 0.088 0.0202 68.9
480 minute winter EXTG SWMH 21 304 93.940 0.030 3.8 0.0000 0.0000OK
480 minute winter SWMH2/1 232 95.985 0.013 0.9 0.0239 0.0000OK 2.000 SWMH2/2 0.9 0.956 0.007 0.0068
480 minute winter SWMH2/2 240 94.976 0.015 0.9 0.0382 0.0000OK 1.001 SWMH1/3 0.9 0.152 0.001 2.3189
480 minute winter SWMH3/1 240 96.055 0.015 1.9 0.0402 0.0000OK 4.000 SWMH1/4 1.9 1.733 0.008 0.0060
480 minute winter SWMH4/1 232 95.647 0.012 0.9 0.0228 0.0000OK 5.000 SWMH1/5 0.9 1.120 0.005 0.0051
480 minute winter POND 8 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
480 minute winter TANK 8 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0013
Flow v5.0 Design Report: 1 year 600 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 600 minute summer. 840 minute analysis at 15 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
600 minute summer SWMH1/1 315 95.597 0.017 1.4 0.0369 0.0000OK 3.001 SWMH1/2 1.4 1.032 0.011 0.0102
600 minute summer SWMH1/2 345 94.737 0.109 1.9 0.2995 0.0000OK 3.002 SWMH1/3 1.9 0.191 0.003 3.0463
600 minute summer SWMH1/3 345 94.736 0.236 3.4 0.6478 0.0000OK 1.002 SWMH1/4 2.2 0.177 0.004 2.2746
600 minute summer SWMH1/4 345 94.736 0.271 3.8 0.6896 0.0000OK 1.003 SWMH1/5 3.2 0.121 0.006 1.8931
600 minute summer SWMH1/5 345 94.736 0.296 4.0 0.7531 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
600 minute summer SWMH1/6 360 94.404 0.031 3.8 0.0792 0.0000OK 1.005 EXTG SWMH 21 3.8 1.476 0.087 0.0201 64.5
600 minute summer EXTG SWMH 21 360 93.940 0.030 3.8 0.0000 0.0000OK
600 minute summer SWMH2/1 315 95.986 0.014 1.0 0.0252 0.0000OK 2.000 SWMH2/2 1.0 0.987 0.007 0.0073
600 minute summer SWMH2/2 315 94.977 0.016 1.0 0.0402 0.0000OK 1.001 SWMH1/3 1.0 0.151 0.001 2.0533
600 minute summer SWMH3/1 315 96.056 0.016 2.1 0.0421 0.0000OK 4.000 SWMH1/4 2.1 1.783 0.009 0.0064
600 minute summer SWMH4/1 315 95.648 0.013 1.0 0.0240 0.0000OK 5.000 SWMH1/5 1.0 1.155 0.006 0.0055
600 minute summer POND 15 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
600 minute summer TANK 15 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0014
Flow v5.0 Design Report: 1 year 600 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 600 minute winter. 840 minute analysis at 15 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
600 minute winter SWMH1/1 315 95.595 0.015 1.1 0.0331 0.0000OK 3.001 SWMH1/2 1.1 0.960 0.009 0.0086
600 minute winter SWMH1/2 360 94.701 0.073 1.5 0.2012 0.0000OK 3.002 SWMH1/3 1.5 0.191 0.002 2.2499
600 minute winter SWMH1/3 360 94.701 0.201 2.7 0.5513 0.0000OK 1.002 SWMH1/4 2.1 0.177 0.004 1.8511
600 minute winter SWMH1/4 360 94.701 0.236 3.4 0.6003 0.0000OK 1.003 SWMH1/5 3.2 0.122 0.006 1.5813
600 minute winter SWMH1/5 360 94.701 0.261 3.8 0.6639 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.7
600 minute winter SWMH1/6 360 94.404 0.031 3.7 0.0786 0.0000OK 1.005 EXTG SWMH 21 3.7 1.471 0.086 0.0199 72.1
600 minute winter EXTG SWMH 21 360 93.940 0.030 3.7 0.0000 0.0000OK
600 minute winter SWMH2/1 315 95.985 0.013 0.8 0.0226 0.0000OK 2.000 SWMH2/2 0.8 0.923 0.006 0.0063
600 minute winter SWMH2/2 315 94.975 0.014 0.8 0.0362 0.0000OK 1.001 SWMH1/3 0.8 0.195 0.001 1.6443
600 minute winter SWMH3/1 315 96.054 0.014 1.6 0.0369 0.0000OK 4.000 SWMH1/4 1.6 1.643 0.007 0.0053
600 minute winter SWMH4/1 300 95.646 0.011 0.8 0.0216 0.0000OK 5.000 SWMH1/5 0.8 1.083 0.005 0.0047
600 minute winter POND 15 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
600 minute winter TANK 15 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0012
Flow v5.0 Design Report: 1 year 720 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 720 minute summer. 960 minute analysis at 15 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
720 minute summer SWMH1/1 375 95.596 0.016 1.2 0.0344 0.0000OK 3.001 SWMH1/2 1.2 0.985 0.010 0.0091
720 minute summer SWMH1/2 405 94.707 0.079 1.6 0.2179 0.0000OK 3.002 SWMH1/3 1.6 0.196 0.002 2.3861
720 minute summer SWMH1/3 405 94.707 0.207 3.0 0.5691 0.0000OK 1.002 SWMH1/4 2.2 0.179 0.004 1.9288
720 minute summer SWMH1/4 405 94.707 0.242 3.6 0.6170 0.0000OK 1.003 SWMH1/5 3.2 0.121 0.006 1.6392
720 minute summer SWMH1/5 405 94.707 0.267 4.0 0.6806 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.7
720 minute summer SWMH1/6 405 94.404 0.031 3.7 0.0787 0.0000OK 1.005 EXTG SWMH 21 3.7 1.472 0.086 0.0200 68.3
720 minute summer EXTG SWMH 21 405 93.940 0.030 3.7 0.0000 0.0000OK
720 minute summer SWMH2/1 375 95.985 0.013 0.9 0.0239 0.0000OK 2.000 SWMH2/2 0.9 0.956 0.007 0.0068
720 minute summer SWMH2/2 375 94.976 0.015 0.9 0.0382 0.0000OK 1.001 SWMH1/3 0.9 0.138 0.001 1.7190
720 minute summer SWMH3/1 375 96.055 0.015 1.9 0.0402 0.0000OK 4.000 SWMH1/4 1.9 1.733 0.008 0.0060
720 minute summer SWMH4/1 375 95.647 0.012 0.9 0.0228 0.0000OK 5.000 SWMH1/5 0.9 1.120 0.005 0.0051
720 minute summer POND 15 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
720 minute summer TANK 15 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0012
Flow v5.0 Design Report: 1 year 720 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 720 minute winter. 960 minute analysis at 15 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
720 minute winter SWMH1/1 360 95.594 0.014 0.9 0.0300 0.0000OK 3.001 SWMH1/2 0.9 0.903 0.007 0.0075
720 minute winter SWMH1/2 420 94.663 0.035 1.2 0.0965 0.0000OK 3.002 SWMH1/3 1.2 0.196 0.002 1.4973
720 minute winter SWMH1/3 420 94.663 0.163 2.3 0.4469 0.0000OK 1.002 SWMH1/4 2.0 0.179 0.004 1.4155
720 minute winter SWMH1/4 420 94.663 0.198 3.2 0.5035 0.0000OK 1.003 SWMH1/5 3.1 0.121 0.006 1.2557
720 minute winter SWMH1/5 420 94.663 0.223 3.7 0.5671 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.6
720 minute winter SWMH1/6 420 94.404 0.031 3.6 0.0776 0.0000OK 1.005 EXTG SWMH 21 3.6 1.461 0.084 0.0196 77.4
720 minute winter EXTG SWMH 21 420 93.939 0.029 3.6 0.0000 0.0000OK
720 minute winter SWMH2/1 360 95.984 0.012 0.7 0.0212 0.0000OK 2.000 SWMH2/2 0.7 0.887 0.005 0.0057
720 minute winter SWMH2/2 360 94.974 0.013 0.7 0.0340 0.0000OK 1.001 SWMH1/3 0.7 0.190 0.000 1.2275
720 minute winter SWMH3/1 360 96.053 0.013 1.4 0.0346 0.0000OK 4.000 SWMH1/4 1.4 1.579 0.006 0.0048
720 minute winter SWMH4/1 360 95.646 0.011 0.7 0.0203 0.0000OK 5.000 SWMH1/5 0.7 1.043 0.004 0.0043
720 minute winter POND 15 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
720 minute winter TANK 15 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0010
Flow v5.0 Design Report: 1 year 960 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 960 minute summer. 1200 minute analysis at 15 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
960 minute summer SWMH1/1 495 95.595 0.015 1.0 0.0316 0.0000OK 3.001 SWMH1/2 1.0 0.933 0.008 0.0080
960 minute summer SWMH1/2 525 94.664 0.036 1.4 0.0984 0.0000OK 3.002 SWMH1/3 1.4 0.191 0.002 1.5082
960 minute summer SWMH1/3 525 94.663 0.163 2.5 0.4484 0.0000OK 1.002 SWMH1/4 2.0 0.177 0.004 1.4215
960 minute summer SWMH1/4 525 94.663 0.198 3.3 0.5049 0.0000OK 1.003 SWMH1/5 3.1 0.121 0.006 1.2601
960 minute summer SWMH1/5 525 94.663 0.223 3.8 0.5684 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.6
960 minute summer SWMH1/6 525 94.404 0.031 3.6 0.0777 0.0000OK 1.005 EXTG SWMH 21 3.6 1.461 0.084 0.0196 73.8
960 minute summer EXTG SWMH 21 525 93.939 0.029 3.6 0.0000 0.0000OK
960 minute summer SWMH2/1 480 95.984 0.012 0.7 0.0212 0.0000OK 2.000 SWMH2/2 0.7 0.887 0.005 0.0057
960 minute summer SWMH2/2 480 94.974 0.013 0.7 0.0340 0.0000OK 1.001 SWMH1/3 0.7 0.151 0.000 1.2335
960 minute summer SWMH3/1 495 96.054 0.014 1.6 0.0369 0.0000OK 4.000 SWMH1/4 1.6 1.643 0.007 0.0053
960 minute summer SWMH4/1 495 95.646 0.011 0.8 0.0216 0.0000OK 5.000 SWMH1/5 0.8 1.083 0.005 0.0047
960 minute summer POND 15 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
960 minute summer TANK 15 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0011
Flow v5.0 Design Report: 1 year 960 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 960 minute winter. 1200 minute analysis at 15 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
960 minute winter SWMH1/1 495 95.593 0.013 0.8 0.0283 0.0000OK 3.001 SWMH1/2 0.8 0.871 0.006 0.0069
960 minute winter SWMH1/2 495 94.650 0.022 1.1 0.0614 0.0000OK 3.002 SWMH1/3 1.1 0.196 0.002 0.6853
960 minute winter SWMH1/3 525 94.595 0.095 2.0 0.2613 0.0000OK 1.002 SWMH1/4 1.8 0.179 0.003 0.7234
960 minute winter SWMH1/4 525 94.595 0.130 2.9 0.3312 0.0000OK 1.003 SWMH1/5 2.8 0.121 0.005 0.7238
960 minute winter SWMH1/5 525 94.595 0.155 3.4 0.3945 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.4
960 minute winter SWMH1/6 525 94.402 0.029 3.4 0.0744 0.0000OK 1.005 EXTG SWMH 21 3.4 1.427 0.077 0.0184 82.2
960 minute winter EXTG SWMH 21 525 93.938 0.028 3.4 0.0000 0.0000OK
960 minute winter SWMH2/1 495 95.983 0.011 0.6 0.0197 0.0000OK 2.000 SWMH2/2 0.6 0.849 0.004 0.0051
960 minute winter SWMH2/2 495 94.973 0.012 0.6 0.0316 0.0000OK 1.001 SWMH1/3 0.6 0.144 0.000 0.5753
960 minute winter SWMH3/1 495 96.052 0.012 1.2 0.0321 0.0000OK 4.000 SWMH1/4 1.2 1.509 0.005 0.0043
960 minute winter SWMH4/1 480 95.645 0.010 0.6 0.0190 0.0000OK 5.000 SWMH1/5 0.6 1.000 0.004 0.0038
960 minute winter POND 15 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
960 minute winter TANK 15 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0009
Flow v5.0 Design Report: 1 year 1440 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 1440 minute summer. 1680 minute analysis at 30 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
1440 minute summer SWMH1/1 750 95.593 0.013 0.8 0.0283 0.0000OK 3.001 SWMH1/2 0.8 0.871 0.006 0.0069
1440 minute summer SWMH1/2 750 94.650 0.022 1.1 0.0614 0.0000OK 3.002 SWMH1/3 1.1 0.187 0.002 0.5470
1440 minute summer SWMH1/3 780 94.581 0.081 1.9 0.2220 0.0000OK 1.002 SWMH1/4 1.8 0.178 0.003 0.5937
1440 minute summer SWMH1/4 780 94.581 0.116 2.8 0.2945 0.0000OK 1.003 SWMH1/5 2.7 0.120 0.005 0.6209
1440 minute summer SWMH1/5 780 94.581 0.141 3.3 0.3578 0.0000OK Hydro-Brake® SWMH1/6 3.3
1440 minute summer SWMH1/6 780 94.402 0.029 3.3 0.0735 0.0000OK 1.005 EXTG SWMH 21 3.3 1.416 0.075 0.0181 82.3
1440 minute summer EXTG SWMH 21 780 93.938 0.028 3.3 0.0000 0.0000OK
1440 minute summer SWMH2/1 720 95.982 0.010 0.5 0.0182 0.0000OK 2.000 SWMH2/2 0.5 0.807 0.004 0.0045
1440 minute summer SWMH2/2 720 94.972 0.011 0.5 0.0289 0.0000OK 1.001 SWMH1/3 0.5 0.151 0.000 0.4566
1440 minute summer SWMH3/1 750 96.052 0.012 1.1 0.0309 0.0000OK 4.000 SWMH1/4 1.1 1.472 0.005 0.0041
1440 minute summer SWMH4/1 750 95.645 0.010 0.6 0.0190 0.0000OK 5.000 SWMH1/5 0.6 1.000 0.004 0.0038
1440 minute summer POND 30 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
1440 minute summer TANK 30 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0009
Flow v5.0 Design Report: 1 year 1440 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 1440 minute winter. 1680 minute analysis at 30 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
1440 minute winter SWMH1/1 750 95.592 0.012 0.6 0.0247 0.0000OK 3.001 SWMH1/2 0.6 0.801 0.005 0.0056
1440 minute winter SWMH1/2 750 94.647 0.019 0.8 0.0534 0.0000OK 3.002 SWMH1/3 0.8 0.196 0.001 0.2224
1440 minute winter SWMH1/3 750 94.539 0.039 1.4 0.1072 0.0000OK 1.002 SWMH1/4 1.4 0.178 0.003 0.2651
1440 minute winter SWMH1/4 750 94.538 0.073 2.3 0.1858 0.0000OK 1.003 SWMH1/5 2.3 0.120 0.004 0.3442
1440 minute winter SWMH1/5 750 94.538 0.098 2.7 0.2484 0.0000OK Hydro-Brake® SWMH1/6 2.7
1440 minute winter SWMH1/6 750 94.399 0.026 2.7 0.0664 0.0000OK 1.005 EXTG SWMH 21 2.7 1.338 0.062 0.0157 91.4
1440 minute winter EXTG SWMH 21 750 93.935 0.025 2.7 0.0000 0.0000OK
1440 minute winter SWMH2/1 690 95.981 0.009 0.4 0.0164 0.0000OK 2.000 SWMH2/2 0.4 0.759 0.003 0.0038
1440 minute winter SWMH2/2 690 94.971 0.010 0.4 0.0259 0.0000OK 1.001 SWMH1/3 0.4 0.137 0.000 0.1667
1440 minute winter SWMH3/1 750 96.051 0.011 0.9 0.0282 0.0000OK 4.000 SWMH1/4 0.9 1.392 0.004 0.0035
1440 minute winter SWMH4/1 690 95.643 0.008 0.4 0.0158 0.0000OK 5.000 SWMH1/5 0.4 0.893 0.002 0.0028
1440 minute winter POND 30 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
1440 minute winter TANK 30 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0008
Flow v5.0 Design Report: 1 year 2160 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 2160 minute summer. 2400 minute analysis at 60 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
2160 minute summer SWMH1/1 1140 95.591 0.011 0.5 0.0228 0.0000OK 3.001 SWMH1/2 0.5 0.761 0.004 0.0049
2160 minute summer SWMH1/2 1140 94.646 0.018 0.7 0.0505 0.0000OK 3.002 SWMH1/3 0.7 0.177 0.001 0.1766
2160 minute summer SWMH1/3 1140 94.533 0.033 1.3 0.0901 0.0000OK 1.002 SWMH1/4 1.3 0.167 0.002 0.2202
2160 minute summer SWMH1/4 1140 94.531 0.066 2.1 0.1684 0.0000OK 1.003 SWMH1/5 2.1 0.121 0.004 0.3043
2160 minute summer SWMH1/5 1140 94.531 0.091 2.5 0.2308 0.0000OK Hydro-Brake® SWMH1/6 2.5
2160 minute summer SWMH1/6 1140 94.398 0.025 2.5 0.0641 0.0000OK 1.005 EXTG SWMH 21 2.5 1.312 0.057 0.0149 86.1
2160 minute summer EXTG SWMH 21 1140 93.934 0.024 2.5 0.0000 0.0000OK
2160 minute summer SWMH2/1 1140 95.981 0.009 0.4 0.0164 0.0000OK 2.000 SWMH2/2 0.4 0.759 0.003 0.0038
2160 minute summer SWMH2/2 1140 94.971 0.010 0.4 0.0259 0.0000OK 1.001 SWMH1/3 0.4 0.137 0.000 0.1305
2160 minute summer SWMH3/1 1140 96.050 0.010 0.8 0.0268 0.0000OK 4.000 SWMH1/4 0.8 1.349 0.003 0.0032
2160 minute summer SWMH4/1 1140 95.643 0.008 0.4 0.0158 0.0000OK 5.000 SWMH1/5 0.4 0.893 0.002 0.0028
2160 minute summer POND 60 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
2160 minute summer TANK 60 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0007
Flow v5.0 Design Report: 1 year 2160 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 2160 minute winter. 2400 minute analysis at 60 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
2160 minute winter SWMH1/1 1020 95.590 0.010 0.4 0.0206 0.0000OK 3.001 SWMH1/2 0.4 0.716 0.003 0.0042
2160 minute winter SWMH1/2 1020 94.644 0.016 0.5 0.0436 0.0000OK 3.002 SWMH1/3 0.5 0.175 0.001 0.1176
2160 minute winter SWMH1/3 1080 94.524 0.024 1.0 0.0655 0.0000OK 1.002 SWMH1/4 1.0 0.167 0.002 0.1346
2160 minute winter SWMH1/4 1140 94.512 0.047 1.6 0.1208 0.0000OK 1.003 SWMH1/5 1.6 0.121 0.003 0.2035
2160 minute winter SWMH1/5 1140 94.512 0.072 1.9 0.1823 0.0000OK Hydro-Brake® SWMH1/6 1.9
2160 minute winter SWMH1/6 1140 94.395 0.022 1.9 0.0559 0.0000OK 1.005 EXTG SWMH 21 1.9 1.213 0.044 0.0123 101.6
2160 minute winter EXTG SWMH 21 1140 93.931 0.021 1.9 0.0000 0.0000OK
2160 minute winter SWMH2/1 1020 95.980 0.008 0.3 0.0144 0.0000OK 2.000 SWMH2/2 0.3 0.699 0.002 0.0031
2160 minute winter SWMH2/2 1020 94.970 0.009 0.3 0.0225 0.0000OK 1.001 SWMH1/3 0.3 0.144 0.000 0.0843
2160 minute winter SWMH3/1 1080 96.049 0.009 0.6 0.0235 0.0000OK 4.000 SWMH1/4 0.6 1.245 0.003 0.0026
2160 minute winter SWMH4/1 1020 95.642 0.007 0.3 0.0138 0.0000OK 5.000 SWMH1/5 0.3 0.820 0.002 0.0023
2160 minute winter POND 60 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
2160 minute winter TANK 60 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0006
Flow v5.0 Design Report: 1 year 2880 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 2880 minute summer. 3120 minute analysis at 60 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
2880 minute summer SWMH1/1 1500 95.591 0.011 0.5 0.0228 0.0000OK 3.001 SWMH1/2 0.5 0.761 0.004 0.0049
2880 minute summer SWMH1/2 1500 94.646 0.018 0.7 0.0505 0.0000OK 3.002 SWMH1/3 0.7 0.197 0.001 0.1386
2880 minute summer SWMH1/3 1500 94.526 0.026 1.2 0.0711 0.0000OK 1.002 SWMH1/4 1.2 0.167 0.002 0.1685
2880 minute summer SWMH1/4 1500 94.521 0.056 1.9 0.1431 0.0000OK 1.003 SWMH1/5 1.9 0.121 0.003 0.2492
2880 minute summer SWMH1/5 1500 94.521 0.081 2.2 0.2050 0.0000OK Hydro-Brake® SWMH1/6 2.2
2880 minute summer SWMH1/6 1500 94.397 0.024 2.2 0.0601 0.0000OK 1.005 EXTG SWMH 21 2.2 1.266 0.051 0.0136 93.4
2880 minute summer EXTG SWMH 21 1500 93.933 0.023 2.2 0.0000 0.0000OK
2880 minute summer SWMH2/1 1440 95.980 0.008 0.3 0.0144 0.0000OK 2.000 SWMH2/2 0.3 0.699 0.002 0.0031
2880 minute summer SWMH2/2 1440 94.970 0.009 0.3 0.0225 0.0000OK 1.001 SWMH1/3 0.3 0.137 0.000 0.0936
2880 minute summer SWMH3/1 1500 96.049 0.009 0.7 0.0252 0.0000OK 4.000 SWMH1/4 0.7 1.300 0.003 0.0029
2880 minute summer SWMH4/1 1440 95.642 0.007 0.3 0.0138 0.0000OK 5.000 SWMH1/5 0.3 0.820 0.002 0.0023
2880 minute summer POND 60 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
2880 minute summer TANK 60 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0007
Flow v5.0 Design Report: 1 year 2880 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 1 year 2880 minute winter. 3120 minute analysis at 60 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
2880 minute winter SWMH1/1 1260 95.588 0.008 0.3 0.0181 0.0000OK 3.001 SWMH1/2 0.3 0.660 0.002 0.0034
2880 minute winter SWMH1/2 1260 94.642 0.014 0.4 0.0393 0.0000OK 3.002 SWMH1/3 0.4 0.166 0.001 0.0950
2880 minute winter SWMH1/3 1260 94.520 0.020 0.7 0.0560 0.0000OK 1.002 SWMH1/4 0.7 0.178 0.001 0.0963
2880 minute winter SWMH1/4 1500 94.502 0.037 1.2 0.0943 0.0000OK 1.003 SWMH1/5 1.2 0.120 0.002 0.1535
2880 minute winter SWMH1/5 1500 94.501 0.061 1.5 0.1552 0.0000OK Hydro-Brake® SWMH1/6 1.5
2880 minute winter SWMH1/6 1500 94.393 0.020 1.5 0.0498 0.0000OK 1.005 EXTG SWMH 21 1.5 1.133 0.034 0.0104 104.1
2880 minute winter EXTG SWMH 21 1500 93.929 0.019 1.5 0.0000 0.0000OK
2880 minute winter SWMH2/1 1200 95.979 0.007 0.2 0.0120 0.0000OK 2.000 SWMH2/2 0.2 0.619 0.001 0.0023
2880 minute winter SWMH2/2 1200 94.968 0.007 0.2 0.0184 0.0000OK 1.001 SWMH1/3 0.2 0.125 0.000 0.0656
2880 minute winter SWMH3/1 1380 96.048 0.008 0.5 0.0216 0.0000OK 4.000 SWMH1/4 0.5 1.181 0.002 0.0023
2880 minute winter SWMH4/1 1500 95.642 0.007 0.3 0.0138 0.0000OK 5.000 SWMH1/5 0.3 0.820 0.002 0.0023
2880 minute winter POND 60 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
2880 minute winter TANK 60 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0005
Flow v5.0 Design Report: 30 year 15 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 15 minute summer. 255 minute analysis at 1 minute timestep. Mass balance: 99.91%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
15 minute summer SWMH1/1 10 95.652 0.072 24.0 0.1554 0.0000OK 3.001 SWMH1/2 23.2 2.254 0.186 0.0773
15 minute summer SWMH1/2 27 95.183 0.555 48.6 1.5297 0.0000OK 3.002 SWMH1/3 -30.2 0.444 -0.043 14.9509
15 minute summer SWMH1/3 19 95.197 0.697 57.5 1.9122 0.0000OK 1.002 SWMH1/4 -28.8 0.196 -0.052 7.5131
15 minute summer SWMH1/4 20 95.204 0.739 46.5 1.8799 0.0000OK 1.003 SWMH1/5 -11.9 0.276 -0.022 5.4605
15 minute summer SWMH1/5 20 95.206 0.766 18.9 1.9506 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
15 minute summer SWMH1/6 147 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 48.8
15 minute summer EXTG SWMH 21 147 93.940 0.030 3.8 0.0000 0.0000OK
15 minute summer SWMH2/1 10 96.031 0.059 17.4 0.1048 0.0000OK 2.000 SWMH2/2 17.3 2.221 0.128 0.0566
15 minute summer SWMH2/2 21 95.185 0.224 20.7 0.5696 0.0000OK 1.001 SWMH1/3 22.0 0.445 0.015 9.1339
15 minute summer SWMH3/1 10 96.108 0.068 36.2 0.1823 0.0000OK 4.000 SWMH1/4 36.1 3.890 0.157 0.1080
15 minute summer SWMH4/1 10 95.688 0.053 17.8 0.1007 0.0000OK 5.000 SWMH1/5 17.7 2.625 0.104 0.1296
15 minute summer POND 1 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
15 minute summer TANK 17 95.603 0.003 0.8 0.3181 0.0000OK 3.000 SWMH1/1 -0.8 -0.249 -0.015 0.0111
Flow v5.0 Design Report: 30 year 15 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 15 minute winter. 255 minute analysis at 1 minute timestep. Mass balance: 99.74%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
15 minute winter SWMH1/1 10 95.654 0.074 25.3 0.1599 0.0000OK 3.001 SWMH1/2 24.3 2.280 0.195 0.1238
15 minute winter SWMH1/2 20 95.325 0.697 37.1 1.9200 0.0000OK 3.002 SWMH1/3 25.1 0.457 0.035 16.7257
15 minute winter SWMH1/3 18 95.313 0.813 67.3 2.2320 0.0000SURCHARGED 1.002 SWMH1/4 -40.1 0.198 -0.073 7.6458
15 minute winter SWMH1/4 18 95.322 0.857 41.8 2.1820 0.0000SURCHARGED 1.003 SWMH1/5 10.7 0.277 0.019 5.4694
15 minute winter SWMH1/5 18 95.326 0.886 19.5 2.2544 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
15 minute winter SWMH1/6 179 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 53.7
15 minute winter EXTG SWMH 21 179 93.940 0.030 3.8 0.0000 0.0000OK
15 minute winter SWMH2/1 10 96.033 0.061 18.3 0.1077 0.0000OK 2.000 SWMH2/2 18.2 2.250 0.134 0.0587
15 minute winter SWMH2/2 20 95.304 0.343 31.2 0.8738 0.0000OK 1.001 SWMH1/3 -25.1 0.463 -0.017 10.8845
15 minute winter SWMH3/1 10 96.110 0.070 38.1 0.1878 0.0000OK 4.000 SWMH1/4 37.9 3.935 0.165 0.1202
15 minute winter SWMH4/1 10 95.690 0.055 18.7 0.1034 0.0000OK 5.000 SWMH1/5 18.6 2.657 0.109 0.1374
15 minute winter POND 1 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0594
15 minute winter TANK 17 95.604 0.004 0.9 0.3789 0.0000OK 3.000 SWMH1/1 -0.9 -0.225 -0.017 0.0115
Flow v5.0 Design Report: 30 year 30 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 30 minute summer. 270 minute analysis at 1 minute timestep. Mass balance: 99.40%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
30 minute summer SWMH1/1 18 95.648 0.068 21.5 0.1458 0.0000OK 3.001 SWMH1/2 20.7 2.194 0.166 0.1591
30 minute summer SWMH1/2 34 95.490 0.862 31.8 2.3736 0.0000SURCHARGED 3.002 SWMH1/3 15.5 0.396 0.022 16.9887
30 minute summer SWMH1/3 35 95.483 0.983 51.5 2.6967 0.0000SURCHARGED 1.002 SWMH1/4 -28.4 0.197 -0.052 7.6458
30 minute summer SWMH1/4 36 95.486 1.021 38.2 2.5987 0.0000SURCHARGED 1.003 SWMH1/5 -8.3 0.234 -0.015 5.4694
30 minute summer SWMH1/5 36 95.488 1.048 15.9 2.6681 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
30 minute summer SWMH1/6 224 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 56.6
30 minute summer EXTG SWMH 21 224 93.940 0.030 3.8 0.0000 0.0000OK
30 minute summer SWMH2/1 18 96.028 0.056 15.6 0.0989 0.0000OK 2.000 SWMH2/2 15.6 2.164 0.115 0.0523
30 minute summer SWMH2/2 33 95.492 0.531 32.5 1.3515 0.0000OK 1.001 SWMH1/3 -26.4 0.368 -0.018 13.2265
30 minute summer SWMH3/1 18 96.104 0.064 32.3 0.1709 0.0000OK 4.000 SWMH1/4 32.3 3.790 0.140 0.1192
30 minute summer SWMH4/1 18 95.685 0.050 15.9 0.0948 0.0000OK 5.000 SWMH1/5 15.9 2.554 0.094 0.1385
30 minute summer POND 1 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.6292
30 minute summer TANK 29 95.604 0.004 0.8 0.4039 0.0000OK 3.000 SWMH1/1 -0.8 -0.219 -0.015 0.0102
Flow v5.0 Design Report: 30 year 30 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 30 minute winter. 270 minute analysis at 1 minute timestep. Mass balance: 99.29%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
30 minute winter SWMH1/1 31 95.702 0.122 19.4 0.2616 0.0000OK 3.001 SWMH1/2 18.6 2.136 0.150 0.2316
30 minute winter SWMH1/2 31 95.713 1.085 25.3 2.9885 0.0000SURCHARGED 3.002 SWMH1/3 25.5 0.411 0.036 16.9887
30 minute winter SWMH1/3 31 95.712 1.212 45.0 3.3250 0.0000SURCHARGED 1.002 SWMH1/4 -34.1 0.193 -0.062 7.6458
30 minute winter SWMH1/4 31 95.711 1.246 40.3 3.1717 0.0000SURCHARGED 1.003 SWMH1/5 -10.8 0.248 -0.020 5.4694
30 minute winter SWMH1/5 31 95.711 1.271 17.1 3.2345 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
30 minute winter SWMH1/6 258 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 56.4
30 minute winter EXTG SWMH 21 258 93.940 0.030 3.8 0.0000 0.0000OK
30 minute winter SWMH2/1 18 96.025 0.053 14.1 0.0936 0.0000OK 2.000 SWMH2/2 14.1 2.108 0.104 0.1495
30 minute winter SWMH2/2 31 95.713 0.752 33.4 1.9132 0.0000SURCHARGED 1.001 SWMH1/3 -24.8 0.401 -0.017 15.0476
30 minute winter SWMH3/1 17 96.100 0.060 29.2 0.1612 0.0000OK 4.000 SWMH1/4 29.5 3.693 0.128 0.1239
30 minute winter SWMH4/1 30 95.709 0.074 14.4 0.1400 0.0000OK 5.000 SWMH1/5 14.4 2.484 0.085 0.1625
30 minute winter POND 1 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2160
30 minute winter TANK 37 95.633 0.033 8.5 3.1354 0.0000OK 3.000 SWMH1/1 -8.5 -0.876 -0.164 0.0230
Flow v5.0 Design Report: 30 year 60 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 60 minute summer. 300 minute analysis at 1 minute timestep. Mass balance: 99.35%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
60 minute summer SWMH1/1 52 95.684 0.104 15.9 0.2235 0.0000OK 3.001 SWMH1/2 15.3 2.031 0.123 0.2166
60 minute summer SWMH1/2 51 95.689 1.061 23.8 2.9227 0.0000SURCHARGED 3.002 SWMH1/3 15.7 0.351 0.022 16.9887
60 minute summer SWMH1/3 51 95.688 1.188 36.0 3.2588 0.0000SURCHARGED 1.002 SWMH1/4 -22.3 0.211 -0.040 7.6458
60 minute summer SWMH1/4 51 95.689 1.224 28.5 3.1155 0.0000SURCHARGED 1.003 SWMH1/5 7.6 0.228 0.014 5.4694
60 minute summer SWMH1/5 51 95.690 1.250 12.6 3.1806 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
60 minute summer SWMH1/6 296 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 62.5
60 minute summer EXTG SWMH 21 296 93.940 0.030 3.8 0.0000 0.0000OK
60 minute summer SWMH2/1 33 96.019 0.047 11.6 0.0843 0.0000OK 2.000 SWMH2/2 11.6 2.002 0.086 0.1397
60 minute summer SWMH2/2 52 95.685 0.724 29.9 1.8432 0.0000OK 1.001 SWMH1/3 -22.6 0.334 -0.016 14.9748
60 minute summer SWMH3/1 32 96.094 0.054 24.0 0.1444 0.0000OK 4.000 SWMH1/4 24.4 3.518 0.106 0.1219
60 minute summer SWMH4/1 52 95.692 0.057 11.8 0.1072 0.0000OK 5.000 SWMH1/5 11.9 2.318 0.070 0.1512
60 minute summer POND 1 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.1894
60 minute summer TANK 64 95.652 0.052 7.1 4.9413 0.0000OK 3.000 SWMH1/1 -7.1 -0.824 -0.136 0.0195
Flow v5.0 Design Report: 30 year 60 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 60 minute winter. 300 minute analysis at 1 minute timestep. Mass balance: 99.33%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
60 minute winter SWMH1/1 44 95.787 0.207 23.6 0.4439 0.0000OK 3.001 SWMH1/2 -19.0 1.921 -0.152 0.2927
60 minute winter SWMH1/2 44 95.797 1.169 23.2 3.2208 0.0000SURCHARGED 3.002 SWMH1/3 -17.1 0.369 -0.024 16.9887
60 minute winter SWMH1/3 44 95.798 1.298 34.6 3.5625 0.0000SURCHARGED 1.002 SWMH1/4 -21.0 0.197 -0.038 7.6458
60 minute winter SWMH1/4 44 95.800 1.335 23.0 3.3964 0.0000SURCHARGED 1.003 SWMH1/5 -5.4 0.231 -0.010 5.4694
60 minute winter SWMH1/5 44 95.801 1.361 9.5 3.4626 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.9
60 minute winter SWMH1/6 44 94.405 0.032 3.9 0.0806 0.0000OK 1.005 EXTG SWMH 21 3.9 1.490 0.090 0.0206 62.6
60 minute winter EXTG SWMH 21 44 93.940 0.030 3.9 0.0000 0.0000OK
60 minute winter SWMH2/1 33 96.014 0.042 9.3 0.0751 0.0000OK 2.000 SWMH2/2 9.3 1.885 0.069 0.1551
60 minute winter SWMH2/2 44 95.801 0.840 19.9 2.1374 0.0000SURCHARGED 1.001 SWMH1/3 -12.0 0.337 -0.008 15.0521
60 minute winter SWMH3/1 31 96.087 0.047 19.4 0.1270 0.0000OK 4.000 SWMH1/4 19.4 3.317 0.084 0.1222
60 minute winter SWMH4/1 44 95.797 0.162 9.5 0.3068 0.0000OK 5.000 SWMH1/5 9.5 2.188 0.056 0.2238
60 minute winter POND 1 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
60 minute winter TANK 61 95.732 0.132 25.7 12.6623 0.0000OK 3.000 SWMH1/1 -25.7 -1.299 -0.496 0.0532
Flow v5.0 Design Report: 30 year 120 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 120 minute summer. 360 minute analysis at 2 minute timestep. Mass balance: 99.42%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
120 minute summer SWMH1/1 82 95.706 0.126 10.2 0.2717 0.0000OK 3.001 SWMH1/2 9.8 1.805 0.079 0.2355
120 minute summer SWMH1/2 82 95.713 1.085 13.3 2.9898 0.0000SURCHARGED 3.002 SWMH1/3 9.1 0.290 0.013 16.9887
120 minute summer SWMH1/3 82 95.711 1.211 20.0 3.3221 0.0000SURCHARGED 1.002 SWMH1/4 -12.6 0.193 -0.023 7.6458
120 minute summer SWMH1/4 82 95.710 1.245 16.2 3.1698 0.0000SURCHARGED 1.003 SWMH1/5 6.2 0.191 0.011 5.4694
120 minute summer SWMH1/5 82 95.711 1.271 9.4 3.2336 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
120 minute summer SWMH1/6 54 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 74.8
120 minute summer EXTG SWMH 21 54 93.940 0.030 3.8 0.0000 0.0000OK
120 minute summer SWMH2/1 64 96.010 0.037 7.4 0.0667 0.0000OK 2.000 SWMH2/2 7.4 1.771 0.055 0.1494
120 minute summer SWMH2/2 82 95.708 0.747 21.6 1.9022 0.0000OK 1.001 SWMH1/3 -16.5 0.275 -0.012 15.0449
120 minute summer SWMH3/1 62 96.082 0.042 15.4 0.1133 0.0000OK 4.000 SWMH1/4 15.5 3.077 0.067 0.1187
120 minute summer SWMH4/1 82 95.713 0.078 7.6 0.1468 0.0000OK 5.000 SWMH1/5 7.6 2.032 0.045 0.1649
120 minute summer POND 2 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2153
120 minute summer TANK 122 95.686 0.086 10.0 8.2412 0.0000OK 3.000 SWMH1/1 -10.0 -0.946 -0.193 0.0325
Flow v5.0 Design Report: 30 year 120 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 120 minute winter. 360 minute analysis at 2 minute timestep. Mass balance: 99.65%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
120 minute winter SWMH1/1 118 95.786 0.206 22.9 0.4421 0.0000OK 3.001 SWMH1/2 -18.4 1.682 -0.148 0.2923
120 minute winter SWMH1/2 78 95.787 1.159 17.4 3.1924 0.0000SURCHARGED 3.002 SWMH1/3 -15.9 0.287 -0.022 16.9887
120 minute winter SWMH1/3 78 95.786 1.286 16.5 3.5298 0.0000SURCHARGED 1.002 SWMH1/4 -12.1 0.192 -0.022 7.6458
120 minute winter SWMH1/4 78 95.786 1.321 13.3 3.3630 0.0000SURCHARGED 1.003 SWMH1/5 3.7 0.180 0.007 5.4694
120 minute winter SWMH1/5 78 95.787 1.347 7.9 3.4279 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.9
120 minute winter SWMH1/6 78 94.405 0.032 3.9 0.0804 0.0000OK 1.005 EXTG SWMH 21 3.9 1.489 0.090 0.0206 75.2
120 minute winter EXTG SWMH 21 78 93.940 0.030 3.9 0.0000 0.0000OK
120 minute winter SWMH2/1 64 96.005 0.033 5.7 0.0584 0.0000OK 2.000 SWMH2/2 5.7 1.647 0.042 0.1538
120 minute winter SWMH2/2 78 95.787 0.826 14.8 2.1018 0.0000SURCHARGED 1.001 SWMH1/3 -9.7 0.252 -0.007 15.0521
120 minute winter SWMH3/1 58 96.076 0.036 11.9 0.0961 0.0000OK 4.000 SWMH1/4 11.9 2.886 0.052 0.1184
120 minute winter SWMH4/1 78 95.792 0.157 5.8 0.2958 0.0000OK 5.000 SWMH1/5 6.2 1.877 0.037 0.2200
120 minute winter POND 2 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
120 minute winter TANK 118 95.786 0.186 23.6 17.7657 0.0000OK 3.000 SWMH1/1 -23.6 -1.264 -0.455 0.0735
Flow v5.0 Design Report: 30 year 180 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 180 minute summer. 420 minute analysis at 4 minute timestep. Mass balance: 99.50%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
180 minute summer SWMH1/1 120 95.690 0.110 8.3 0.2354 0.0000OK 3.001 SWMH1/2 7.3 1.665 0.059 0.2213
180 minute summer SWMH1/2 120 95.696 1.068 12.3 2.9410 0.0000SURCHARGED 3.002 SWMH1/3 6.4 0.267 0.009 16.9887
180 minute summer SWMH1/3 120 95.695 1.195 14.5 3.2793 0.0000SURCHARGED 1.002 SWMH1/4 -9.5 0.188 -0.017 7.6458
180 minute summer SWMH1/4 120 95.695 1.230 11.4 3.1297 0.0000SURCHARGED 1.003 SWMH1/5 4.3 0.176 0.008 5.4694
180 minute summer SWMH1/5 120 95.695 1.255 6.8 3.1931 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
180 minute summer SWMH1/6 84 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 86.4
180 minute summer EXTG SWMH 21 84 93.940 0.030 3.8 0.0000 0.0000OK
180 minute summer SWMH2/1 96 96.004 0.032 5.5 0.0573 0.0000OK 2.000 SWMH2/2 5.5 1.630 0.041 0.1446
180 minute summer SWMH2/2 120 95.696 0.735 13.3 1.8693 0.0000OK 1.001 SWMH1/3 -9.5 0.262 -0.007 15.0137
180 minute summer SWMH3/1 92 96.076 0.036 11.4 0.0969 0.0000OK 4.000 SWMH1/4 11.4 2.898 0.050 0.1170
180 minute summer SWMH4/1 120 95.695 0.060 5.6 0.1138 0.0000OK 5.000 SWMH1/5 5.6 1.823 0.033 0.1534
180 minute summer POND 4 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2041
180 minute summer TANK 164 95.677 0.077 8.8 7.3468 0.0000OK 3.000 SWMH1/1 -8.8 -0.895 -0.169 0.0284
Flow v5.0 Design Report: 30 year 180 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 180 minute winter. 420 minute analysis at 4 minute timestep. Mass balance: 99.68%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
180 minute winter SWMH1/1 172 95.785 0.205 17.6 0.4398 0.0000OK 3.001 SWMH1/2 -13.8 1.546 -0.111 0.2918
180 minute winter SWMH1/2 172 95.785 1.157 13.3 3.1865 0.0000SURCHARGED 3.002 SWMH1/3 -12.0 0.240 -0.017 16.9887
180 minute winter SWMH1/3 172 95.785 1.285 13.3 3.5251 0.0000SURCHARGED 1.002 SWMH1/4 -6.8 0.177 -0.012 7.6458
180 minute winter SWMH1/4 172 95.785 1.320 8.8 3.3585 0.0000SURCHARGED 1.003 SWMH1/5 3.7 0.171 0.007 5.4694
180 minute winter SWMH1/5 172 95.785 1.345 6.8 3.4222 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.9
180 minute winter SWMH1/6 172 94.405 0.032 3.9 0.0804 0.0000OK 1.005 EXTG SWMH 21 3.9 1.488 0.090 0.0205 87.3
180 minute winter EXTG SWMH 21 172 93.940 0.030 3.9 0.0000 0.0000OK
180 minute winter SWMH2/1 96 96.000 0.028 4.2 0.0501 0.0000OK 2.000 SWMH2/2 4.2 1.509 0.031 0.1522
180 minute winter SWMH2/2 172 95.785 0.824 13.4 2.0961 0.0000SURCHARGED 1.001 SWMH1/3 -9.6 0.247 -0.007 15.0521
180 minute winter SWMH3/1 84 96.070 0.030 8.8 0.0803 0.0000OK 4.000 SWMH1/4 8.8 2.620 0.038 0.1163
180 minute winter SWMH4/1 172 95.785 0.150 4.3 0.2828 0.0000OK 5.000 SWMH1/5 4.3 1.729 0.025 0.2154
180 minute winter POND 4 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
180 minute winter TANK 172 95.785 0.185 18.0 17.6594 0.0000OK 3.000 SWMH1/1 -18.0 -1.122 -0.348 0.0732
Flow v5.0 Design Report: 30 year 240 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 240 minute summer. 480 minute analysis at 4 minute timestep. Mass balance: 99.58%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
240 minute summer SWMH1/1 156 95.683 0.103 6.5 0.2208 0.0000OK 3.001 SWMH1/2 6.1 1.584 0.049 0.2155
240 minute summer SWMH1/2 156 95.685 1.057 8.3 2.9124 0.0000SURCHARGED 3.002 SWMH1/3 6.7 0.248 0.009 16.9887
240 minute summer SWMH1/3 156 95.684 1.184 12.6 3.2490 0.0000SURCHARGED 1.002 SWMH1/4 -5.9 0.190 -0.011 7.6458
240 minute summer SWMH1/4 156 95.683 1.218 9.5 3.1002 0.0000SURCHARGED 1.003 SWMH1/5 4.3 0.184 0.008 5.4694
240 minute summer SWMH1/5 156 95.683 1.243 6.7 3.1627 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
240 minute summer SWMH1/6 472 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 97.8
240 minute summer EXTG SWMH 21 472 93.940 0.030 3.8 0.0000 0.0000OK
240 minute summer SWMH2/1 124 96.001 0.029 4.6 0.0524 0.0000OK 2.000 SWMH2/2 4.6 1.549 0.034 0.1393
240 minute summer SWMH2/2 156 95.685 0.724 11.6 1.8422 0.0000OK 1.001 SWMH1/3 -8.8 0.254 -0.006 14.9727
240 minute summer SWMH3/1 120 96.072 0.032 9.5 0.0852 0.0000OK 4.000 SWMH1/4 9.5 2.706 0.041 0.1151
240 minute summer SWMH4/1 156 95.681 0.046 4.7 0.0871 0.0000OK 5.000 SWMH1/5 4.7 1.790 0.028 0.1448
240 minute summer POND 4 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.1887
240 minute summer TANK 196 95.659 0.059 6.0 5.6084 0.0000OK 3.000 SWMH1/1 -6.0 -0.760 -0.116 0.0207
Flow v5.0 Design Report: 30 year 240 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 240 minute winter. 480 minute analysis at 4 minute timestep. Mass balance: 99.58%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
240 minute winter SWMH1/1 216 95.760 0.180 13.6 0.3867 0.0000OK 3.001 SWMH1/2 -10.5 1.459 -0.084 0.2771
240 minute winter SWMH1/2 216 95.760 1.132 10.1 3.1185 0.0000SURCHARGED 3.002 SWMH1/3 -9.0 0.253 -0.013 16.9887
240 minute winter SWMH1/3 216 95.760 1.260 11.5 3.4573 0.0000SURCHARGED 1.002 SWMH1/4 -5.4 0.183 -0.010 7.6458
240 minute winter SWMH1/4 216 95.760 1.295 7.1 3.2956 0.0000SURCHARGED 1.003 SWMH1/5 3.7 0.154 0.007 5.4694
240 minute winter SWMH1/5 216 95.760 1.320 5.4 3.3593 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.9
240 minute winter SWMH1/6 216 94.404 0.031 3.9 0.0800 0.0000OK 1.005 EXTG SWMH 21 3.9 1.485 0.089 0.0204 99.2
240 minute winter EXTG SWMH 21 216 93.940 0.030 3.9 0.0000 0.0000OK
240 minute winter SWMH2/1 124 95.997 0.025 3.4 0.0452 0.0000OK 2.000 SWMH2/2 3.4 1.421 0.025 0.1511
240 minute winter SWMH2/2 216 95.760 0.799 12.1 2.0332 0.0000SURCHARGED 1.001 SWMH1/3 -9.0 0.174 -0.006 15.0521
240 minute winter SWMH3/1 124 96.067 0.027 7.1 0.0723 0.0000OK 4.000 SWMH1/4 7.1 2.467 0.031 0.1152
240 minute winter SWMH4/1 216 95.760 0.125 3.5 0.2363 0.0000OK 5.000 SWMH1/5 3.5 1.634 0.021 0.1983
240 minute winter POND 4 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
240 minute winter TANK 216 95.760 0.160 14.2 15.2981 0.0000OK 3.000 SWMH1/1 -14.2 -1.049 -0.274 0.0646
Flow v5.0 Design Report: 30 year 360 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 360 minute summer. 600 minute analysis at 8 minute timestep. Mass balance: 99.71%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
360 minute summer SWMH1/1 240 95.649 0.069 4.7 0.1477 0.0000OK 3.001 SWMH1/2 4.6 1.459 0.037 0.1878
360 minute summer SWMH1/2 240 95.649 1.021 6.2 2.8123 0.0000SURCHARGED 3.002 SWMH1/3 4.5 0.197 0.006 16.9887
360 minute summer SWMH1/3 240 95.649 1.149 8.4 3.1523 0.0000SURCHARGED 1.002 SWMH1/4 -3.4 0.185 -0.006 7.6458
360 minute summer SWMH1/4 240 95.649 1.184 7.3 3.0127 0.0000SURCHARGED 1.003 SWMH1/5 3.5 0.118 0.006 5.4694
360 minute summer SWMH1/5 240 95.649 1.209 5.4 3.0763 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
360 minute summer SWMH1/6 168 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 118.0
360 minute summer EXTG SWMH 21 168 93.940 0.030 3.8 0.0000 0.0000OK
360 minute summer SWMH2/1 184 95.997 0.025 3.4 0.0452 0.0000OK 2.000 SWMH2/2 3.4 1.420 0.025 0.1148
360 minute summer SWMH2/2 240 95.649 0.688 8.0 1.7508 0.0000OK 1.001 SWMH1/3 -6.0 0.155 -0.004 14.7586
360 minute summer SWMH3/1 184 96.067 0.027 7.2 0.0731 0.0000OK 4.000 SWMH1/4 7.3 2.444 0.032 0.1139
360 minute summer SWMH4/1 184 95.657 0.022 3.5 0.0422 0.0000OK 5.000 SWMH1/5 3.5 1.604 0.021 0.1314
360 minute summer POND 8 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.1158
360 minute summer TANK 256 95.626 0.026 2.8 2.5017 0.0000OK 3.000 SWMH1/1 -2.8 -0.567 -0.053 0.0112
Flow v5.0 Design Report: 30 year 360 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 360 minute winter. 600 minute analysis at 8 minute timestep. Mass balance: 99.64%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
360 minute winter SWMH1/1 280 95.713 0.133 5.5 0.2859 0.0000OK 3.001 SWMH1/2 3.4 1.342 0.027 0.2410
360 minute winter SWMH1/2 280 95.713 1.085 4.6 2.9886 0.0000SURCHARGED 3.002 SWMH1/3 3.4 0.204 0.005 16.9887
360 minute winter SWMH1/3 280 95.713 1.213 5.6 3.3280 0.0000SURCHARGED 1.002 SWMH1/4 3.5 0.171 0.006 7.6458
360 minute winter SWMH1/4 280 95.713 1.248 5.2 3.1765 0.0000SURCHARGED 1.003 SWMH1/5 3.8 0.137 0.007 5.4694
360 minute winter SWMH1/5 280 95.713 1.273 4.8 3.2408 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
360 minute winter SWMH1/6 600 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 121.3
360 minute winter EXTG SWMH 21 600 93.940 0.030 3.8 0.0000 0.0000OK
360 minute winter SWMH2/1 184 95.994 0.022 2.5 0.0388 0.0000OK 2.000 SWMH2/2 2.5 1.299 0.018 0.1469
360 minute winter SWMH2/2 272 95.713 0.752 5.4 1.9143 0.0000SURCHARGED 1.001 SWMH1/3 -3.5 0.192 -0.002 15.0479
360 minute winter SWMH3/1 168 96.063 0.023 5.2 0.0626 0.0000OK 4.000 SWMH1/4 5.2 2.273 0.023 0.1137
360 minute winter SWMH4/1 280 95.715 0.080 2.6 0.1508 0.0000OK 5.000 SWMH1/5 2.6 1.485 0.015 0.1663
360 minute winter POND 8 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2161
360 minute winter TANK 280 95.713 0.113 5.3 10.8231 0.0000OK 3.000 SWMH1/1 -5.3 0.651 -0.103 0.0446
Flow v5.0 Design Report: 30 year 480 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 480 minute summer. 720 minute analysis at 8 minute timestep. Mass balance: 99.96%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
480 minute summer SWMH1/1 248 95.607 0.027 3.7 0.0584 0.0000OK 3.001 SWMH1/2 3.6 1.363 0.029 0.1551
480 minute summer SWMH1/2 328 95.584 0.956 4.9 2.6324 0.0000SURCHARGED 3.002 SWMH1/3 4.0 0.198 0.006 16.9887
480 minute summer SWMH1/3 328 95.583 1.083 6.9 2.9722 0.0000SURCHARGED 1.002 SWMH1/4 2.8 0.154 0.005 7.6458
480 minute summer SWMH1/4 328 95.583 1.118 5.6 2.8462 0.0000SURCHARGED 1.003 SWMH1/5 3.5 0.140 0.006 5.4694
480 minute summer SWMH1/5 328 95.583 1.143 5.1 2.9100 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
480 minute summer SWMH1/6 624 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 132.4
480 minute summer EXTG SWMH 21 624 93.940 0.030 3.8 0.0000 0.0000OK
480 minute summer SWMH2/1 248 95.995 0.023 2.7 0.0403 0.0000OK 2.000 SWMH2/2 2.7 1.328 0.020 0.0612
480 minute summer SWMH2/2 328 95.582 0.621 5.6 1.5809 0.0000OK 1.001 SWMH1/3 -4.1 0.149 -0.003 14.1940
480 minute summer SWMH3/1 240 96.065 0.025 5.6 0.0677 0.0000OK 4.000 SWMH1/4 5.6 2.378 0.024 0.1127
480 minute summer SWMH4/1 240 95.655 0.020 2.7 0.0385 0.0000OK 5.000 SWMH1/5 2.7 1.559 0.016 0.1303
480 minute summer POND 8 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.9295
480 minute summer TANK 272 95.602 0.002 0.1 0.2166 0.0000OK 3.000 SWMH1/1 -0.1 -0.088 -0.002 0.0028
Flow v5.0 Design Report: 30 year 480 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 480 minute winter. 720 minute analysis at 8 minute timestep. Mass balance: 99.76%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
480 minute winter SWMH1/1 352 95.668 0.088 5.1 0.1893 0.0000OK 3.001 SWMH1/2 -3.5 1.260 -0.028 0.2033
480 minute winter SWMH1/2 352 95.668 1.040 3.7 2.8654 0.0000SURCHARGED 3.002 SWMH1/3 2.8 0.196 0.004 16.9887
480 minute winter SWMH1/3 352 95.668 1.168 4.9 3.2052 0.0000SURCHARGED 1.002 SWMH1/4 2.9 0.168 0.005 7.6458
480 minute winter SWMH1/4 352 95.668 1.203 4.7 3.0619 0.0000SURCHARGED 1.003 SWMH1/5 3.5 0.122 0.006 5.4694
480 minute winter SWMH1/5 352 95.668 1.228 4.8 3.1255 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
480 minute winter SWMH1/6 208 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 141.8
480 minute winter EXTG SWMH 21 208 93.940 0.030 3.8 0.0000 0.0000OK
480 minute winter SWMH2/1 248 95.992 0.020 2.0 0.0349 0.0000OK 2.000 SWMH2/2 2.0 1.219 0.015 0.1278
480 minute winter SWMH2/2 352 95.668 0.707 3.3 1.7994 0.0000OK 1.001 SWMH1/3 1.9 0.186 0.001 14.8836
480 minute winter SWMH3/1 232 96.061 0.021 4.1 0.0573 0.0000OK 4.000 SWMH1/4 4.1 2.160 0.018 0.1127
480 minute winter SWMH4/1 352 95.668 0.033 2.0 0.0627 0.0000OK 5.000 SWMH1/5 2.0 1.422 0.012 0.1378
480 minute winter POND 8 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.1581
480 minute winter TANK 352 95.668 0.068 5.3 6.5145 0.0000OK 3.000 SWMH1/1 -5.3 -0.731 -0.102 0.0246
Flow v5.0 Design Report: 30 year 600 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 600 minute summer. 840 minute analysis at 15 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
600 minute summer SWMH1/1 300 95.605 0.025 3.0 0.0529 0.0000OK 3.001 SWMH1/2 2.9 1.286 0.024 0.1536
600 minute summer SWMH1/2 405 95.456 0.828 3.9 2.2803 0.0000SURCHARGED 3.002 SWMH1/3 2.2 0.196 0.003 16.9887
600 minute summer SWMH1/3 405 95.456 0.956 5.0 2.6233 0.0000SURCHARGED 1.002 SWMH1/4 2.9 0.168 0.005 7.6458
600 minute summer SWMH1/4 405 95.456 0.991 4.6 2.5215 0.0000SURCHARGED 1.003 SWMH1/5 3.5 0.113 0.006 5.4694
600 minute summer SWMH1/5 405 95.456 1.016 4.8 2.5848 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
600 minute summer SWMH1/6 705 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 138.0
600 minute summer EXTG SWMH 21 705 93.940 0.030 3.8 0.0000 0.0000OK
600 minute summer SWMH2/1 315 95.993 0.021 2.2 0.0365 0.0000OK 2.000 SWMH2/2 2.2 1.253 0.016 0.0127
600 minute summer SWMH2/2 405 95.457 0.496 3.1 1.2630 0.0000OK 1.001 SWMH1/3 2.2 0.144 0.002 12.8133
600 minute summer SWMH3/1 300 96.063 0.023 4.5 0.0606 0.0000OK 4.000 SWMH1/4 4.5 2.232 0.020 0.1120
600 minute summer SWMH4/1 300 95.653 0.018 2.2 0.0348 0.0000OK 5.000 SWMH1/5 2.2 1.464 0.013 0.1297
600 minute summer POND 15 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.5097
600 minute summer TANK 345 95.602 0.002 0.1 0.1548 0.0000OK 3.000 SWMH1/1 -0.1 -0.066 -0.001 0.0024
Flow v5.0 Design Report: 30 year 600 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 600 minute winter. 840 minute analysis at 15 minute timestep. Mass balance: 99.97%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
600 minute winter SWMH1/1 405 95.642 0.062 2.3 0.1328 0.0000OK 3.001 SWMH1/2 2.3 1.194 0.018 0.1825
600 minute winter SWMH1/2 405 95.642 1.014 3.1 2.7938 0.0000SURCHARGED 3.002 SWMH1/3 1.9 0.196 0.003 16.9887
600 minute winter SWMH1/3 405 95.642 1.142 4.3 3.1340 0.0000SURCHARGED 1.002 SWMH1/4 2.8 0.168 0.005 7.6458
600 minute winter SWMH1/4 405 95.642 1.177 4.3 2.9962 0.0000SURCHARGED 1.003 SWMH1/5 3.5 0.131 0.006 5.4694
600 minute winter SWMH1/5 405 95.642 1.202 4.6 3.0600 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
600 minute winter SWMH1/6 750 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 156.2
600 minute winter EXTG SWMH 21 750 93.940 0.030 3.8 0.0000 0.0000OK
600 minute winter SWMH2/1 315 95.990 0.018 1.7 0.0322 0.0000OK 2.000 SWMH2/2 1.7 1.159 0.013 0.1095
600 minute winter SWMH2/2 405 95.642 0.681 1.9 1.7326 0.0000OK 1.001 SWMH1/3 1.6 0.144 0.001 14.7072
600 minute winter SWMH3/1 300 96.060 0.020 3.5 0.0537 0.0000OK 4.000 SWMH1/4 3.5 2.082 0.015 0.1121
600 minute winter SWMH4/1 300 95.651 0.016 1.7 0.0308 0.0000OK 5.000 SWMH1/5 1.7 1.330 0.010 0.1299
600 minute winter POND 15 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.0984
600 minute winter TANK 435 95.623 0.023 1.2 2.2230 0.0000OK 3.000 SWMH1/1 -1.2 0.323 -0.023 0.0090
Flow v5.0 Design Report: 30 year 720 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 720 minute summer. 960 minute analysis at 15 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
720 minute summer SWMH1/1 375 95.603 0.023 2.7 0.0503 0.0000OK 3.001 SWMH1/2 2.7 1.248 0.021 0.1465
720 minute summer SWMH1/2 480 95.360 0.732 3.6 2.0171 0.0000OK 3.002 SWMH1/3 2.2 0.196 0.003 16.9359
720 minute summer SWMH1/3 480 95.360 0.860 5.1 2.3600 0.0000SURCHARGED 1.002 SWMH1/4 2.8 0.164 0.005 7.6458
720 minute summer SWMH1/4 480 95.360 0.895 4.6 2.2784 0.0000SURCHARGED 1.003 SWMH1/5 3.5 0.114 0.006 5.4694
720 minute summer SWMH1/5 480 95.360 0.920 4.8 2.3421 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
720 minute summer SWMH1/6 765 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 144.9
720 minute summer EXTG SWMH 21 765 93.940 0.030 3.8 0.0000 0.0000OK
720 minute summer SWMH2/1 375 95.991 0.019 1.9 0.0340 0.0000OK 2.000 SWMH2/2 1.9 1.199 0.014 0.0115
720 minute summer SWMH2/2 480 95.359 0.398 2.2 1.0138 0.0000OK 1.001 SWMH1/3 1.9 0.140 0.001 11.5881
720 minute summer SWMH3/1 375 96.061 0.021 4.0 0.0573 0.0000OK 4.000 SWMH1/4 4.0 2.160 0.017 0.1115
720 minute summer SWMH4/1 360 95.653 0.018 2.0 0.0333 0.0000OK 5.000 SWMH1/5 2.0 1.422 0.012 0.1292
720 minute summer POND 15 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.1961
720 minute summer TANK 390 95.601 0.001 0.0 0.1115 0.0000OK 3.000 SWMH1/1 0.0 -0.052 -0.001 0.0022
Flow v5.0 Design Report: 30 year 720 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 720 minute winter. 960 minute analysis at 15 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
720 minute winter SWMH1/1 375 95.600 0.020 2.0 0.0437 0.0000OK 3.001 SWMH1/2 2.0 1.149 0.016 0.1538
720 minute winter SWMH1/2 510 95.519 0.891 2.7 2.4535 0.0000SURCHARGED 3.002 SWMH1/3 1.8 0.196 0.003 16.9887
720 minute winter SWMH1/3 510 95.519 1.019 3.9 2.7951 0.0000SURCHARGED 1.002 SWMH1/4 2.8 0.164 0.005 7.6458
720 minute winter SWMH1/4 510 95.519 1.054 4.0 2.6813 0.0000SURCHARGED 1.003 SWMH1/5 3.5 0.127 0.006 5.4694
720 minute winter SWMH1/5 510 95.519 1.079 4.4 2.7449 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
720 minute winter SWMH1/6 330 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 162.6
720 minute winter EXTG SWMH 21 330 93.940 0.030 3.8 0.0000 0.0000OK
720 minute winter SWMH2/1 375 95.989 0.017 1.5 0.0304 0.0000OK 2.000 SWMH2/2 1.5 1.115 0.011 0.0152
720 minute winter SWMH2/2 510 95.519 0.558 1.7 1.4198 0.0000OK 1.001 SWMH1/3 1.5 0.150 0.001 13.5328
720 minute winter SWMH3/1 360 96.059 0.019 3.0 0.0498 0.0000OK 4.000 SWMH1/4 3.0 1.985 0.013 0.1115
720 minute winter SWMH4/1 360 95.650 0.015 1.5 0.0291 0.0000OK 5.000 SWMH1/5 1.5 1.305 0.009 0.1294
720 minute winter POND 15 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.7213
720 minute winter TANK 390 95.600 0.000 0.0 0.0200 0.0000OK 3.000 SWMH1/1 0.0 -0.022 0.000 0.0018
Flow v5.0 Design Report: 30 year 960 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 960 minute summer. 1200 minute analysis at 15 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
960 minute summer SWMH1/1 495 95.601 0.021 2.2 0.0457 0.0000OK 3.001 SWMH1/2 2.2 1.180 0.018 0.0269
960 minute summer SWMH1/2 615 95.202 0.574 2.9 1.5821 0.0000OK 3.002 SWMH1/3 2.0 0.191 0.003 15.2547
960 minute summer SWMH1/3 615 95.202 0.702 4.3 1.9276 0.0000OK 1.002 SWMH1/4 2.7 0.167 0.005 7.5316
960 minute summer SWMH1/4 615 95.203 0.738 4.3 1.8772 0.0000OK 1.003 SWMH1/5 3.4 0.126 0.006 5.4594
960 minute summer SWMH1/5 615 95.203 0.763 4.5 1.9409 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
960 minute summer SWMH1/6 855 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 155.7
960 minute summer EXTG SWMH 21 855 93.940 0.030 3.8 0.0000 0.0000OK
960 minute summer SWMH2/1 495 95.990 0.018 1.6 0.0313 0.0000OK 2.000 SWMH2/2 1.6 1.137 0.012 0.0102
960 minute summer SWMH2/2 615 95.202 0.241 1.6 0.6127 0.0000OK 1.001 SWMH1/3 1.6 0.151 0.001 9.4122
960 minute summer SWMH3/1 495 96.060 0.020 3.3 0.0522 0.0000OK 4.000 SWMH1/4 3.3 2.044 0.014 0.1076
960 minute summer SWMH4/1 495 95.651 0.016 1.6 0.0300 0.0000OK 5.000 SWMH1/5 1.6 1.331 0.009 0.1283
960 minute summer POND 15 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
960 minute summer TANK 510 95.600 0.000 0.0 0.0472 0.0000OK 3.000 SWMH1/1 0.0 -0.046 -0.001 0.0019
Flow v5.0 Design Report: 30 year 960 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 960 minute winter. 1200 minute analysis at 15 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
960 minute winter SWMH1/1 480 95.598 0.018 1.6 0.0393 0.0000OK 3.001 SWMH1/2 1.6 1.075 0.013 0.0360
960 minute winter SWMH1/2 660 95.214 0.586 2.1 1.6155 0.0000OK 3.002 SWMH1/3 1.7 0.196 0.002 15.4788
960 minute winter SWMH1/3 660 95.214 0.714 3.3 1.9602 0.0000OK 1.002 SWMH1/4 2.6 0.166 0.005 7.5777
960 minute winter SWMH1/4 660 95.214 0.749 3.8 1.9071 0.0000OK 1.003 SWMH1/5 3.4 0.121 0.006 5.4672
960 minute winter SWMH1/5 660 95.214 0.774 4.2 1.9707 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
960 minute winter SWMH1/6 915 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 172.6
960 minute winter EXTG SWMH 21 915 93.940 0.030 3.8 0.0000 0.0000OK
960 minute winter SWMH2/1 495 95.987 0.015 1.2 0.0274 0.0000OK 2.000 SWMH2/2 1.2 1.043 0.009 0.0083
960 minute winter SWMH2/2 660 95.214 0.253 1.2 0.6450 0.0000OK 1.001 SWMH1/3 1.2 0.144 0.001 9.6347
960 minute winter SWMH3/1 480 96.057 0.017 2.4 0.0448 0.0000OK 4.000 SWMH1/4 2.4 1.855 0.010 0.1099
960 minute winter SWMH4/1 480 95.649 0.014 1.2 0.0262 0.0000OK 5.000 SWMH1/5 1.2 1.220 0.007 0.1282
960 minute winter POND 15 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
960 minute winter TANK 15 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0015
Flow v5.0 Design Report: 30 year 1440 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 1440 minute summer. 1680 minute analysis at 30 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
1440 minute summer SWMH1/1 750 95.598 0.018 1.5 0.0381 0.0000OK 3.001 SWMH1/2 1.5 1.054 0.012 0.0107
1440 minute summer SWMH1/2 840 94.982 0.354 2.0 0.9752 0.0000OK 3.002 SWMH1/3 1.5 0.196 0.002 9.7142
1440 minute summer SWMH1/3 840 94.982 0.482 3.1 1.3225 0.0000OK 1.002 SWMH1/4 2.5 0.179 0.004 5.4085
1440 minute summer SWMH1/4 840 94.982 0.517 3.8 1.3157 0.0000OK 1.003 SWMH1/5 3.4 0.120 0.006 4.1285
1440 minute summer SWMH1/5 840 94.982 0.542 4.2 1.3793 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
1440 minute summer SWMH1/6 990 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 168.6
1440 minute summer EXTG SWMH 21 990 93.940 0.030 3.8 0.0000 0.0000OK
1440 minute summer SWMH2/1 750 95.987 0.015 1.1 0.0264 0.0000OK 2.000 SWMH2/2 1.1 1.017 0.008 0.0078
1440 minute summer SWMH2/2 840 94.982 0.021 1.1 0.0529 0.0000OK 1.001 SWMH1/3 1.1 0.137 0.001 5.1676
1440 minute summer SWMH3/1 750 96.056 0.016 2.3 0.0439 0.0000OK 4.000 SWMH1/4 2.3 1.832 0.010 0.0068
1440 minute summer SWMH4/1 750 95.648 0.013 1.1 0.0251 0.0000OK 5.000 SWMH1/5 1.1 1.189 0.006 0.0062
1440 minute summer POND 30 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
1440 minute summer TANK 30 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0015
Flow v5.0 Design Report: 30 year 1440 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 1440 minute winter. 1680 minute analysis at 30 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
1440 minute winter SWMH1/1 750 95.596 0.016 1.2 0.0344 0.0000OK 3.001 SWMH1/2 1.2 0.985 0.010 0.0091
1440 minute winter SWMH1/2 900 94.921 0.293 1.6 0.8081 0.0000OK 3.002 SWMH1/3 1.3 0.185 0.002 7.9924
1440 minute winter SWMH1/3 900 94.921 0.421 2.5 1.1561 0.0000OK 1.002 SWMH1/4 2.4 0.178 0.004 4.6477
1440 minute winter SWMH1/4 900 94.921 0.456 3.5 1.1614 0.0000OK 1.003 SWMH1/5 3.4 0.120 0.006 3.5974
1440 minute winter SWMH1/5 900 94.921 0.481 4.0 1.2250 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
1440 minute winter SWMH1/6 1020 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 191.2
1440 minute winter EXTG SWMH 21 1020 93.940 0.030 3.8 0.0000 0.0000OK
1440 minute winter SWMH2/1 690 95.985 0.013 0.8 0.0226 0.0000OK 2.000 SWMH2/2 0.8 0.923 0.006 0.0063
1440 minute winter SWMH2/2 690 94.975 0.014 0.8 0.0362 0.0000OK 1.001 SWMH1/3 0.8 0.144 0.001 4.3794
1440 minute winter SWMH3/1 750 96.055 0.015 1.8 0.0392 0.0000OK 4.000 SWMH1/4 1.8 1.704 0.008 0.0057
1440 minute winter SWMH4/1 750 95.647 0.012 0.9 0.0228 0.0000OK 5.000 SWMH1/5 0.9 1.120 0.005 0.0051
1440 minute winter POND 30 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
1440 minute winter TANK 30 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0012
Flow v5.0 Design Report: 30 year 2160 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 2160 minute summer. 2400 minute analysis at 60 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
2160 minute summer SWMH1/1 1140 95.595 0.015 1.1 0.0331 0.0000OK 3.001 SWMH1/2 1.1 0.960 0.009 0.0086
2160 minute summer SWMH1/2 1200 94.785 0.157 1.5 0.4334 0.0000OK 3.002 SWMH1/3 1.3 0.177 0.002 4.2566
2160 minute summer SWMH1/3 1200 94.785 0.285 2.5 0.7827 0.0000OK 1.002 SWMH1/4 2.2 0.178 0.004 2.8915
2160 minute summer SWMH1/4 1200 94.785 0.320 3.4 0.8150 0.0000OK 1.003 SWMH1/5 3.3 0.120 0.006 2.3433
2160 minute summer SWMH1/5 1200 94.785 0.345 3.9 0.8786 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
2160 minute summer SWMH1/6 1200 94.404 0.031 3.8 0.0796 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 184.3
2160 minute summer EXTG SWMH 21 1200 93.940 0.030 3.8 0.0000 0.0000OK
2160 minute summer SWMH2/1 1140 95.985 0.013 0.8 0.0226 0.0000OK 2.000 SWMH2/2 0.8 0.923 0.006 0.0063
2160 minute summer SWMH2/2 1140 94.975 0.014 0.8 0.0362 0.0000OK 1.001 SWMH1/3 0.8 0.137 0.001 2.6519
2160 minute summer SWMH3/1 1140 96.054 0.014 1.6 0.0369 0.0000OK 4.000 SWMH1/4 1.6 1.643 0.007 0.0053
2160 minute summer SWMH4/1 1140 95.646 0.011 0.8 0.0216 0.0000OK 5.000 SWMH1/5 0.8 1.083 0.005 0.0047
2160 minute summer POND 60 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
2160 minute summer TANK 60 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0012
Flow v5.0 Design Report: 30 year 2160 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 2160 minute winter. 2400 minute analysis at 60 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
2160 minute winter SWMH1/1 1080 95.593 0.013 0.8 0.0283 0.0000OK 3.001 SWMH1/2 0.8 0.871 0.006 0.0069
2160 minute winter SWMH1/2 1200 94.666 0.038 1.1 0.1037 0.0000OK 3.002 SWMH1/3 1.1 0.183 0.002 1.5464
2160 minute winter SWMH1/3 1200 94.666 0.166 2.0 0.4544 0.0000OK 1.002 SWMH1/4 1.9 0.179 0.003 1.4456
2160 minute winter SWMH1/4 1200 94.666 0.201 3.1 0.5104 0.0000OK 1.003 SWMH1/5 3.1 0.120 0.006 1.2785
2160 minute winter SWMH1/5 1200 94.666 0.226 3.7 0.5740 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.7
2160 minute winter SWMH1/6 1200 94.404 0.031 3.7 0.0777 0.0000OK 1.005 EXTG SWMH 21 3.7 1.462 0.084 0.0196 207.9
2160 minute winter EXTG SWMH 21 1200 93.939 0.029 3.7 0.0000 0.0000OK
2160 minute winter SWMH2/1 1080 95.983 0.011 0.6 0.0197 0.0000OK 2.000 SWMH2/2 0.6 0.849 0.004 0.0051
2160 minute winter SWMH2/2 1080 94.973 0.012 0.6 0.0316 0.0000OK 1.001 SWMH1/3 0.6 0.144 0.000 1.2558
2160 minute winter SWMH3/1 1140 96.052 0.012 1.3 0.0334 0.0000OK 4.000 SWMH1/4 1.3 1.545 0.006 0.0046
2160 minute winter SWMH4/1 1080 95.645 0.010 0.6 0.0190 0.0000OK 5.000 SWMH1/5 0.6 1.000 0.004 0.0038
2160 minute winter POND 60 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
2160 minute winter TANK 60 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0009
Flow v5.0 Design Report: 30 year 2880 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 2880 minute summer. 3120 minute analysis at 60 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
2880 minute summer SWMH1/1 1500 95.594 0.014 0.9 0.0300 0.0000OK 3.001 SWMH1/2 0.9 0.903 0.007 0.0075
2880 minute summer SWMH1/2 1560 94.673 0.045 1.2 0.1241 0.0000OK 3.002 SWMH1/3 1.2 0.177 0.002 1.6851
2880 minute summer SWMH1/3 1560 94.673 0.173 2.2 0.4747 0.0000OK 1.002 SWMH1/4 1.9 0.178 0.003 1.5293
2880 minute summer SWMH1/4 1560 94.673 0.208 3.1 0.5293 0.0000OK 1.003 SWMH1/5 3.1 0.120 0.006 1.3410
2880 minute summer SWMH1/5 1560 94.673 0.233 3.7 0.5929 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.7
2880 minute summer SWMH1/6 1560 94.404 0.031 3.7 0.0779 0.0000OK 1.005 EXTG SWMH 21 3.7 1.464 0.085 0.0197 193.0
2880 minute summer EXTG SWMH 21 1560 93.940 0.030 3.7 0.0000 0.0000OK
2880 minute summer SWMH2/1 1500 95.983 0.011 0.6 0.0197 0.0000OK 2.000 SWMH2/2 0.6 0.849 0.004 0.0051
2880 minute summer SWMH2/2 1500 94.973 0.012 0.6 0.0316 0.0000OK 1.001 SWMH1/3 0.6 0.137 0.000 1.3330
2880 minute summer SWMH3/1 1500 96.052 0.012 1.3 0.0334 0.0000OK 4.000 SWMH1/4 1.3 1.545 0.006 0.0046
2880 minute summer SWMH4/1 1500 95.646 0.011 0.7 0.0203 0.0000OK 5.000 SWMH1/5 0.7 1.043 0.004 0.0043
2880 minute summer POND 60 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
2880 minute summer TANK 60 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0010
Flow v5.0 Design Report: 30 year 2880 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 30 year 2880 minute winter. 3120 minute analysis at 60 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
2880 minute winter SWMH1/1 1500 95.592 0.012 0.7 0.0266 0.0000OK 3.001 SWMH1/2 0.7 0.837 0.006 0.0063
2880 minute winter SWMH1/2 1500 94.648 0.020 0.9 0.0562 0.0000OK 3.002 SWMH1/3 0.9 0.197 0.001 0.4235
2880 minute winter SWMH1/3 1500 94.566 0.066 1.7 0.1814 0.0000OK 1.002 SWMH1/4 1.7 0.178 0.003 0.4687
2880 minute winter SWMH1/4 1500 94.566 0.101 2.7 0.2566 0.0000OK 1.003 SWMH1/5 2.7 0.120 0.005 0.5194
2880 minute winter SWMH1/5 1500 94.566 0.126 3.2 0.3197 0.0000OK Hydro-Brake® SWMH1/6 3.2
2880 minute winter SWMH1/6 1500 94.401 0.028 3.2 0.0722 0.0000OK 1.005 EXTG SWMH 21 3.2 1.402 0.073 0.0177 216.1
2880 minute winter EXTG SWMH 21 1500 93.937 0.027 3.2 0.0000 0.0000OK
2880 minute winter SWMH2/1 1440 95.982 0.010 0.5 0.0182 0.0000OK 2.000 SWMH2/2 0.5 0.807 0.004 0.0045
2880 minute winter SWMH2/2 1440 94.972 0.011 0.5 0.0289 0.0000OK 1.001 SWMH1/3 0.5 0.137 0.000 0.3438
2880 minute winter SWMH3/1 1440 96.051 0.011 1.0 0.0295 0.0000OK 4.000 SWMH1/4 1.0 1.433 0.004 0.0038
2880 minute winter SWMH4/1 1440 95.644 0.009 0.5 0.0175 0.0000OK 5.000 SWMH1/5 0.5 0.951 0.003 0.0033
2880 minute winter POND 60 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
2880 minute winter TANK 60 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0008
Flow v5.0 Design Report: 100 year 15 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 15 minute summer. 255 minute analysis at 1 minute timestep. Mass balance: 99.30%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
15 minute summer SWMH1/1 10 95.664 0.084 31.2 0.1805 0.0000OK 3.001 SWMH1/2 30.0 2.398 0.241 0.1663
15 minute summer SWMH1/2 18 95.600 0.972 40.7 2.6776 0.0000SURCHARGED 3.002 SWMH1/3 36.2 0.464 0.051 16.9887
15 minute summer SWMH1/3 19 95.572 1.072 72.4 2.9403 0.0000SURCHARGED 1.002 SWMH1/4 -27.4 0.197 -0.050 7.6458
15 minute summer SWMH1/4 19 95.577 1.112 56.3 2.8304 0.0000SURCHARGED 1.003 SWMH1/5 17.2 0.282 0.031 5.4694
15 minute summer SWMH1/5 19 95.579 1.139 24.9 2.8996 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
15 minute summer SWMH1/6 221 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 53.7
15 minute summer EXTG SWMH 21 221 93.940 0.030 3.8 0.0000 0.0000OK
15 minute summer SWMH2/1 10 96.040 0.068 22.6 0.1212 0.0000OK 2.000 SWMH2/2 22.5 2.374 0.166 0.0688
15 minute summer SWMH2/2 21 95.574 0.613 37.7 1.5598 0.0000OK 1.001 SWMH1/3 31.6 0.474 0.022 14.1137
15 minute summer SWMH3/1 10 96.120 0.080 47.0 0.2128 0.0000OK 4.000 SWMH1/4 46.9 4.131 0.204 0.1249
15 minute summer SWMH4/1 10 95.697 0.062 23.1 0.1163 0.0000OK 5.000 SWMH1/5 23.0 2.804 0.135 0.1457
15 minute summer POND 1 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.9035
15 minute summer TANK 18 95.605 0.005 1.2 0.4468 0.0000OK 3.000 SWMH1/1 -1.2 -0.250 -0.023 0.0136
Flow v5.0 Design Report: 100 year 15 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 15 minute winter. 255 minute analysis at 1 minute timestep. Mass balance: 99.19%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
15 minute winter SWMH1/1 17 95.780 0.200 32.8 0.4297 0.0000OK 3.001 SWMH1/2 31.4 2.424 0.252 0.2893
15 minute winter SWMH1/2 17 95.785 1.157 60.5 3.1887 0.0000SURCHARGED 3.002 SWMH1/3 38.0 0.483 0.054 16.9887
15 minute winter SWMH1/3 17 95.791 1.291 85.5 3.5434 0.0000SURCHARGED 1.002 SWMH1/4 -62.5 0.178 -0.113 7.6458
15 minute winter SWMH1/4 17 95.785 1.320 57.4 3.3590 0.0000SURCHARGED 1.003 SWMH1/5 -13.3 0.288 -0.024 5.4694
15 minute winter SWMH1/5 17 95.781 1.341 24.8 3.4135 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.9
15 minute winter SWMH1/6 17 94.405 0.032 3.9 0.0805 0.0000OK 1.005 EXTG SWMH 21 3.9 1.490 0.090 0.0206 53.4
15 minute winter EXTG SWMH 21 17 93.940 0.030 3.9 0.0000 0.0000OK
15 minute winter SWMH2/1 10 96.042 0.070 23.8 0.1248 0.0000OK 2.000 SWMH2/2 23.7 2.403 0.175 0.1578
15 minute winter SWMH2/2 17 95.787 0.826 84.5 2.1032 0.0000SURCHARGED 1.001 SWMH1/3 -67.6 0.491 -0.047 15.0521
15 minute winter SWMH3/1 10 96.122 0.082 49.4 0.2192 0.0000OK 4.000 SWMH1/4 49.2 4.176 0.214 0.1323
15 minute winter SWMH4/1 17 95.816 0.181 24.2 0.3415 0.0000OK 5.000 SWMH1/5 24.8 2.784 0.146 0.2349
15 minute winter POND 1 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
15 minute winter TANK 22 95.654 0.054 19.8 5.1746 0.0000OK 3.000 SWMH1/1 -19.8 -1.149 -0.382 0.0389
Flow v5.0 Design Report: 100 year 30 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 30 minute summer. 270 minute analysis at 1 minute timestep. Mass balance: 99.25%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
30 minute summer SWMH1/1 24 95.827 0.247 33.1 0.5309 0.0000SURCHARGED 3.001 SWMH1/2 -27.6 2.339 -0.222 0.2986
30 minute summer SWMH1/2 24 95.853 1.225 36.5 3.3738 0.0000SURCHARGED 3.002 SWMH1/3 27.7 0.423 0.039 16.9887
30 minute summer SWMH1/3 24 95.858 1.358 66.4 3.7252 0.0000SURCHARGED 1.002 SWMH1/4 -47.8 0.189 -0.087 7.6458
30 minute summer SWMH1/4 24 95.859 1.394 48.5 3.5482 0.0000SURCHARGED 1.003 SWMH1/5 14.9 0.264 0.027 5.4694
30 minute summer SWMH1/5 24 95.859 1.419 23.0 3.6122 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.0
30 minute summer SWMH1/6 24 94.405 0.032 4.0 0.0814 0.0000OK 1.005 EXTG SWMH 21 4.0 1.498 0.092 0.0209 56.5
30 minute summer EXTG SWMH 21 24 93.941 0.031 4.0 0.0000 0.0000OK
30 minute summer SWMH2/1 18 96.036 0.064 20.4 0.1146 0.0000OK 2.000 SWMH2/2 20.4 2.317 0.151 0.1600
30 minute summer SWMH2/2 24 95.861 0.900 64.9 2.2917 0.0000SURCHARGED 1.001 SWMH1/3 -49.6 0.424 -0.035 15.0521
30 minute summer SWMH3/1 17 96.115 0.075 42.3 0.1996 0.0000OK 4.000 SWMH1/4 42.3 4.029 0.184 0.1322
30 minute summer SWMH4/1 24 95.852 0.217 20.8 0.4102 0.0000OK 5.000 SWMH1/5 21.6 2.652 0.127 0.2512
30 minute summer POND 1 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
30 minute summer TANK 34 95.734 0.134 35.1 12.8567 0.0000OK 3.000 SWMH1/1 -35.1 -1.459 -0.677 0.0540
Flow v5.0 Design Report: 100 year 30 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 30 minute winter. 270 minute analysis at 1 minute timestep. Mass balance: 99.70%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
30 minute winter SWMH1/1 23 95.957 0.377 59.6 0.8112 0.0000SURCHARGED 3.001 SWMH1/2 -50.0 2.280 -0.401 0.2986
30 minute winter SWMH1/2 23 96.031 1.403 48.7 3.8641 0.0000SURCHARGED 3.002 SWMH1/3 -45.4 0.438 -0.064 16.9887
30 minute winter SWMH1/3 23 96.031 1.531 67.6 4.2020 0.0000SURCHARGED 1.002 SWMH1/4 -52.5 0.198 -0.095 7.6458
30 minute winter SWMH1/4 23 96.029 1.564 51.1 3.9794 0.0000SURCHARGED 1.003 SWMH1/5 14.3 0.245 0.026 5.4694
30 minute winter SWMH1/5 23 96.026 1.586 23.4 4.0373 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.2
30 minute winter SWMH1/6 23 94.406 0.033 4.2 0.0836 0.0000OK 1.005 EXTG SWMH 21 4.2 1.520 0.097 0.0217 57.1
30 minute winter EXTG SWMH 21 23 93.942 0.032 4.2 0.0000 0.0000OK
30 minute winter SWMH2/1 23 96.040 0.068 18.4 0.1210 0.0000OK 2.000 SWMH2/2 18.4 2.258 0.136 0.1809
30 minute winter SWMH2/2 23 96.029 1.068 55.3 2.7184 0.0000SURCHARGED 1.001 SWMH1/3 -38.8 0.417 -0.027 15.0521
30 minute winter SWMH3/1 16 96.108 0.068 38.3 0.1820 0.0000OK 4.000 SWMH1/4 38.6 3.884 0.168 0.1311
30 minute winter SWMH4/1 23 96.032 0.397 18.8 0.7505 0.0000SURCHARGED 5.000 SWMH1/5 18.8 2.542 0.111 0.2526
30 minute winter POND 1 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
30 minute winter TANK 33 95.821 0.221 62.3 21.1397 0.0000OK 3.000 SWMH1/1 -62.3 -2.020 -1.201 0.0798
Flow v5.0 Design Report: 100 year 60 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 60 minute summer. 300 minute analysis at 1 minute timestep. Mass balance: 99.87%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
60 minute summer SWMH1/1 38 95.921 0.341 51.5 0.7320 0.0000SURCHARGED 3.001 SWMH1/2 -43.6 2.169 -0.350 0.2986
60 minute summer SWMH1/2 39 95.957 1.329 40.6 3.6614 0.0000SURCHARGED 3.002 SWMH1/3 -37.9 0.374 -0.053 16.9887
60 minute summer SWMH1/3 38 95.957 1.457 48.5 3.9970 0.0000SURCHARGED 1.002 SWMH1/4 -32.9 0.212 -0.060 7.6458
60 minute summer SWMH1/4 38 95.956 1.491 38.5 3.7941 0.0000SURCHARGED 1.003 SWMH1/5 -8.3 0.229 -0.015 5.4694
60 minute summer SWMH1/5 39 95.957 1.517 15.5 3.8616 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.1
60 minute summer SWMH1/6 39 94.406 0.033 4.1 0.0828 0.0000OK 1.005 EXTG SWMH 21 4.1 1.512 0.095 0.0214 64.1
60 minute summer EXTG SWMH 21 39 93.941 0.031 4.1 0.0000 0.0000OK
60 minute summer SWMH2/1 33 96.027 0.055 15.2 0.0975 0.0000OK 2.000 SWMH2/2 15.2 2.149 0.112 0.1638
60 minute summer SWMH2/2 38 95.961 1.000 31.3 2.5446 0.0000SURCHARGED 1.001 SWMH1/3 -18.0 0.365 -0.013 15.0521
60 minute summer SWMH3/1 30 96.097 0.057 31.5 0.1529 0.0000OK 4.000 SWMH1/4 31.5 3.605 0.137 0.1290
60 minute summer SWMH4/1 39 95.960 0.325 15.5 0.6139 0.0000SURCHARGED 5.000 SWMH1/5 15.5 2.320 0.091 0.2526
60 minute summer POND 1 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
60 minute summer TANK 63 95.859 0.259 52.7 24.7325 0.0000SURCHARGED 3.000 SWMH1/1 -52.7 -1.837 -1.016 0.0799
Flow v5.0 Design Report: 100 year 60 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 60 minute winter. 300 minute analysis at 1 minute timestep. Mass balance: 99.46%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
60 minute winter SWMH1/1 62 95.969 0.389 65.0 0.8360 0.0000SURCHARGED 3.001 SWMH1/2 -53.0 2.045 -0.425 0.2986
60 minute winter SWMH1/2 38 96.026 1.398 52.0 3.8518 0.0000SURCHARGED 3.002 SWMH1/3 -47.9 0.381 -0.067 16.9887
60 minute winter SWMH1/3 38 96.027 1.527 44.6 4.1894 0.0000SURCHARGED 1.002 SWMH1/4 -29.3 0.196 -0.053 7.6458
60 minute winter SWMH1/4 38 96.026 1.561 33.2 3.9722 0.0000SURCHARGED 1.003 SWMH1/5 -8.3 0.226 -0.015 5.4694
60 minute winter SWMH1/5 38 96.025 1.585 12.9 4.0336 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.2
60 minute winter SWMH1/6 38 94.406 0.033 4.2 0.0836 0.0000OK 1.005 EXTG SWMH 21 4.2 1.521 0.097 0.0217 66.7
60 minute winter EXTG SWMH 21 38 93.942 0.032 4.2 0.0000 0.0000OK
60 minute winter SWMH2/1 38 96.039 0.067 12.3 0.1185 0.0000OK 2.000 SWMH2/2 12.3 2.033 0.091 0.1798
60 minute winter SWMH2/2 38 96.029 1.068 26.1 2.7180 0.0000SURCHARGED 1.001 SWMH1/3 -13.9 0.364 -0.010 15.0521
60 minute winter SWMH3/1 28 96.091 0.051 25.5 0.1354 0.0000OK 4.000 SWMH1/4 25.5 3.416 0.111 0.1260
60 minute winter SWMH4/1 38 96.029 0.394 12.5 0.7436 0.0000SURCHARGED 5.000 SWMH1/5 12.5 2.230 0.074 0.2526
60 minute winter POND 1 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
60 minute winter TANK 62 95.969 0.369 66.3 35.3055 0.0000SURCHARGED 3.000 SWMH1/1 -66.3 -2.084 -1.279 0.0799
Flow v5.0 Design Report: 100 year 120 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 120 minute summer. 360 minute analysis at 2 minute timestep. Mass balance: 99.79%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
120 minute summer SWMH1/1 122 95.932 0.352 45.8 0.7564 0.0000SURCHARGED 3.001 SWMH1/2 -36.7 1.892 -0.295 0.2986
120 minute summer SWMH1/2 122 95.932 1.304 36.3 3.5919 0.0000SURCHARGED 3.002 SWMH1/3 -33.2 0.319 -0.047 16.9887
120 minute summer SWMH1/3 122 95.932 1.432 35.7 3.9286 0.0000SURCHARGED 1.002 SWMH1/4 -20.3 0.197 -0.037 7.6458
120 minute summer SWMH1/4 122 95.932 1.467 23.7 3.7327 0.0000SURCHARGED 1.003 SWMH1/5 -5.0 0.197 -0.009 5.4694
120 minute summer SWMH1/5 122 95.932 1.492 10.5 3.7963 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.1
120 minute summer SWMH1/6 122 94.405 0.032 4.1 0.0824 0.0000OK 1.005 EXTG SWMH 21 4.1 1.508 0.094 0.0213 78.7
120 minute summer EXTG SWMH 21 122 93.941 0.031 4.1 0.0000 0.0000OK
120 minute summer SWMH2/1 64 96.015 0.043 9.8 0.0771 0.0000OK 2.000 SWMH2/2 9.8 1.912 0.072 0.1593
120 minute summer SWMH2/2 122 95.932 0.971 32.0 2.4704 0.0000SURCHARGED 1.001 SWMH1/3 -23.1 0.299 -0.016 15.0521
120 minute summer SWMH3/1 64 96.085 0.045 20.3 0.1201 0.0000OK 4.000 SWMH1/4 20.3 3.038 0.088 0.1234
120 minute summer SWMH4/1 122 95.932 0.297 10.0 0.5604 0.0000SURCHARGED 5.000 SWMH1/5 10.0 2.015 0.059 0.2526
120 minute summer POND 2 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
120 minute summer TANK 122 95.932 0.332 47.6 31.7512 0.0000SURCHARGED 3.000 SWMH1/1 -47.6 -1.685 -0.917 0.0799
Flow v5.0 Design Report: 100 year 120 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 120 minute winter. 360 minute analysis at 2 minute timestep. Mass balance: 99.03%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
120 minute winter SWMH1/1 120 96.195 0.615 46.6 1.3211 0.0000SURCHARGED 3.001 SWMH1/2 -37.4 1.776 -0.300 0.2986
120 minute winter SWMH1/2 120 96.195 1.567 36.2 4.3167 0.0000SURCHARGED 3.002 SWMH1/3 -33.0 0.313 -0.047 16.9887
120 minute winter SWMH1/3 120 96.195 1.695 32.4 4.6508 0.0000SURCHARGED 1.002 SWMH1/4 -21.2 0.197 -0.038 7.6458
120 minute winter SWMH1/4 120 96.195 1.730 20.8 4.4024 0.0000SURCHARGED 1.003 SWMH1/5 -6.0 0.203 -0.011 5.4694
120 minute winter SWMH1/5 120 96.195 1.755 11.1 4.4661 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.4
120 minute winter SWMH1/6 120 94.407 0.034 4.4 0.0857 0.0000OK 1.005 EXTG SWMH 21 4.4 1.541 0.102 0.0225 82.7
120 minute winter EXTG SWMH 21 120 93.942 0.032 4.4 0.0000 0.0000OK
120 minute winter SWMH2/1 120 96.195 0.223 7.5 0.3971 0.0000OK 2.000 SWMH2/2 7.5 1.777 0.055 0.2883
120 minute winter SWMH2/2 120 96.195 1.234 18.0 3.1406 0.0000SURCHARGED 1.001 SWMH1/3 -10.5 0.295 -0.007 15.0521
120 minute winter SWMH3/1 120 96.195 0.155 15.6 0.4134 0.0000OK 4.000 SWMH1/4 15.6 2.936 0.068 0.1871
120 minute winter SWMH4/1 120 96.195 0.560 7.7 1.0577 0.0000SURCHARGED 5.000 SWMH1/5 9.2 1.897 0.054 0.2526
120 minute winter POND 120 96.195 0.055 4.6 2.4454 0.0000OK 1.000 SWMH2/2 -4.6 -0.051 -0.006 1.3011
120 minute winter TANK 120 96.195 0.595 47.0 38.5199 0.0000SURCHARGED 3.000 SWMH1/1 -47.0 -1.653 -0.907 0.0799
Flow v5.0 Design Report: 100 year 180 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 180 minute summer. 420 minute analysis at 4 minute timestep. Mass balance: 99.80%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
180 minute summer SWMH1/1 180 95.932 0.352 35.8 0.7560 0.0000SURCHARGED 3.001 SWMH1/2 -29.0 1.710 -0.233 0.2986
180 minute summer SWMH1/2 180 95.932 1.304 27.8 3.5919 0.0000SURCHARGED 3.002 SWMH1/3 -25.5 0.293 -0.036 16.9887
180 minute summer SWMH1/3 180 95.932 1.432 25.3 3.9288 0.0000SURCHARGED 1.002 SWMH1/4 -15.6 0.181 -0.028 7.6458
180 minute summer SWMH1/4 180 95.932 1.467 17.4 3.7329 0.0000SURCHARGED 1.003 SWMH1/5 7.1 0.190 0.013 5.4694
180 minute summer SWMH1/5 180 95.932 1.492 7.3 3.7965 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.1
180 minute summer SWMH1/6 180 94.405 0.032 4.1 0.0824 0.0000OK 1.005 EXTG SWMH 21 4.1 1.508 0.094 0.0213 91.5
180 minute summer EXTG SWMH 21 180 93.941 0.031 4.1 0.0000 0.0000OK
180 minute summer SWMH2/1 96 96.009 0.037 7.2 0.0658 0.0000OK 2.000 SWMH2/2 7.2 1.758 0.053 0.1570
180 minute summer SWMH2/2 180 95.932 0.971 24.9 2.4706 0.0000SURCHARGED 1.001 SWMH1/3 -17.7 0.275 -0.012 15.0521
180 minute summer SWMH3/1 96 96.079 0.039 14.9 0.1032 0.0000OK 4.000 SWMH1/4 14.9 2.817 0.065 0.1204
180 minute summer SWMH4/1 180 95.932 0.297 7.3 0.5606 0.0000SURCHARGED 5.000 SWMH1/5 7.3 1.866 0.043 0.2526
180 minute summer POND 4 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
180 minute summer TANK 180 95.932 0.332 36.6 31.7286 0.0000SURCHARGED 3.000 SWMH1/1 -36.6 -1.413 -0.707 0.0799
Flow v5.0 Design Report: 100 year 180 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 180 minute winter. 420 minute analysis at 4 minute timestep. Mass balance: 99.09%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
180 minute winter SWMH1/1 176 96.213 0.633 36.6 1.3604 0.0000SURCHARGED 3.001 SWMH1/2 -29.3 1.614 -0.235 0.2986
180 minute winter SWMH1/2 176 96.213 1.585 28.4 4.3667 0.0000SURCHARGED 3.002 SWMH1/3 -25.9 0.265 -0.036 16.9887
180 minute winter SWMH1/3 176 96.213 1.713 24.9 4.7005 0.0000SURCHARGED 1.002 SWMH1/4 -15.5 0.192 -0.028 7.6458
180 minute winter SWMH1/4 176 96.213 1.748 14.5 4.4487 0.0000SURCHARGED 1.003 SWMH1/5 6.8 0.193 0.012 5.4694
180 minute winter SWMH1/5 176 96.213 1.773 6.8 4.5123 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.4
180 minute winter SWMH1/6 176 94.407 0.034 4.4 0.0859 0.0000OK 1.005 EXTG SWMH 21 4.4 1.543 0.102 0.0225 96.2
180 minute winter EXTG SWMH 21 176 93.942 0.032 4.4 0.0000 0.0000OK
180 minute winter SWMH2/1 176 96.213 0.241 5.5 0.4289 0.0000SURCHARGED 2.000 SWMH2/2 5.5 1.630 0.041 0.2885
180 minute winter SWMH2/2 176 96.213 1.252 20.9 3.1864 0.0000SURCHARGED 1.001 SWMH1/3 -15.4 0.251 -0.011 15.0521
180 minute winter SWMH3/1 176 96.213 0.173 11.5 0.4628 0.0000OK 4.000 SWMH1/4 11.5 2.665 0.050 0.1972
180 minute winter SWMH4/1 176 96.213 0.578 5.6 1.0919 0.0000SURCHARGED 5.000 SWMH1/5 6.5 1.755 0.038 0.2526
180 minute winter POND 176 96.213 0.073 3.7 3.3189 0.0000OK 1.000 SWMH2/2 -3.7 -0.041 -0.005 1.3445
180 minute winter TANK 176 96.213 0.613 37.7 38.5406 0.0000SURCHARGED 3.000 SWMH1/1 -37.7 -1.526 -0.727 0.0799
Flow v5.0 Design Report: 100 year 240 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 240 minute summer. 480 minute analysis at 4 minute timestep. Mass balance: 99.94%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
240 minute summer SWMH1/1 208 95.907 0.327 28.9 0.7023 0.0000SURCHARGED 3.001 SWMH1/2 -23.2 1.668 -0.186 0.2986
240 minute summer SWMH1/2 208 95.907 1.279 22.4 3.5229 0.0000SURCHARGED 3.002 SWMH1/3 -20.4 0.274 -0.029 16.9887
240 minute summer SWMH1/3 208 95.907 1.407 20.2 3.8601 0.0000SURCHARGED 1.002 SWMH1/4 -12.2 0.186 -0.022 7.6458
240 minute summer SWMH1/4 208 95.907 1.442 13.8 3.6692 0.0000SURCHARGED 1.003 SWMH1/5 3.9 0.185 0.007 5.4694
240 minute summer SWMH1/5 208 95.907 1.467 6.8 3.7328 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.1
240 minute summer SWMH1/6 212 94.405 0.032 4.1 0.0821 0.0000OK 1.005 EXTG SWMH 21 4.1 1.505 0.093 0.0212 103.3
240 minute summer EXTG SWMH 21 212 93.941 0.031 4.1 0.0000 0.0000OK
240 minute summer SWMH2/1 124 96.006 0.034 6.0 0.0599 0.0000OK 2.000 SWMH2/2 6.0 1.670 0.044 0.1552
240 minute summer SWMH2/2 208 95.907 0.946 21.1 2.4069 0.0000SURCHARGED 1.001 SWMH1/3 -15.3 0.269 -0.011 15.0521
240 minute summer SWMH3/1 124 96.075 0.035 12.4 0.0944 0.0000OK 4.000 SWMH1/4 12.4 2.681 0.054 0.1189
240 minute summer SWMH4/1 208 95.907 0.272 6.1 0.5133 0.0000SURCHARGED 5.000 SWMH1/5 6.1 1.768 0.036 0.2526
240 minute summer POND 4 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
240 minute summer TANK 208 95.907 0.307 29.5 29.3387 0.0000SURCHARGED 3.000 SWMH1/1 -29.5 -1.321 -0.570 0.0799
Flow v5.0 Design Report: 100 year 240 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 240 minute winter. 480 minute analysis at 4 minute timestep. Mass balance: 99.24%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
240 minute winter SWMH1/1 228 96.183 0.603 28.1 1.2956 0.0000SURCHARGED 3.001 SWMH1/2 -22.2 1.530 -0.178 0.2986
240 minute winter SWMH1/2 228 96.183 1.555 21.5 4.2836 0.0000SURCHARGED 3.002 SWMH1/3 -19.5 0.255 -0.028 16.9887
240 minute winter SWMH1/3 228 96.183 1.683 18.9 4.6178 0.0000SURCHARGED 1.002 SWMH1/4 -11.0 0.177 -0.020 7.6458
240 minute winter SWMH1/4 228 96.183 1.718 10.3 4.3720 0.0000SURCHARGED 1.003 SWMH1/5 5.7 0.158 0.010 5.4694
240 minute winter SWMH1/5 228 96.183 1.743 7.0 4.4356 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.4
240 minute winter SWMH1/6 228 94.407 0.034 4.4 0.0856 0.0000OK 1.005 EXTG SWMH 21 4.4 1.539 0.101 0.0224 108.6
240 minute winter EXTG SWMH 21 228 93.942 0.032 4.4 0.0000 0.0000OK
240 minute winter SWMH2/1 228 96.183 0.211 4.5 0.3753 0.0000OK 2.000 SWMH2/2 4.5 1.529 0.033 0.2846
240 minute winter SWMH2/2 228 96.183 1.222 13.2 3.1097 0.0000SURCHARGED 1.001 SWMH1/3 -8.8 0.237 -0.006 15.0521
240 minute winter SWMH3/1 228 96.183 0.143 9.3 0.3823 0.0000OK 4.000 SWMH1/4 9.3 2.560 0.040 0.1804
240 minute winter SWMH4/1 228 96.183 0.548 4.5 1.0349 0.0000SURCHARGED 5.000 SWMH1/5 4.8 1.648 0.028 0.2526
240 minute winter POND 228 96.183 0.043 1.8 1.8807 0.0000OK 1.000 SWMH2/2 2.5 0.027 0.003 1.2752
240 minute winter TANK 228 96.183 0.583 28.8 38.5065 0.0000SURCHARGED 3.000 SWMH1/1 -28.8 -1.325 -0.555 0.0799
Flow v5.0 Design Report: 100 year 360 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 360 minute summer. 600 minute analysis at 8 minute timestep. Mass balance: 99.86%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
360 minute summer SWMH1/1 272 95.862 0.282 21.0 0.6058 0.0000SURCHARGED 3.001 SWMH1/2 -16.6 1.507 -0.133 0.2986
360 minute summer SWMH1/2 272 95.862 1.234 16.3 3.3993 0.0000SURCHARGED 3.002 SWMH1/3 -14.8 0.206 -0.021 16.9887
360 minute summer SWMH1/3 272 95.862 1.362 14.2 3.7370 0.0000SURCHARGED 1.002 SWMH1/4 -7.5 0.183 -0.014 7.6458
360 minute summer SWMH1/4 272 95.862 1.397 9.3 3.5550 0.0000SURCHARGED 1.003 SWMH1/5 3.8 0.122 0.007 5.4694
360 minute summer SWMH1/5 272 95.862 1.422 6.3 3.6186 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.0
360 minute summer SWMH1/6 272 94.405 0.032 4.0 0.0815 0.0000OK 1.005 EXTG SWMH 21 4.0 1.499 0.092 0.0209 124.9
360 minute summer EXTG SWMH 21 272 93.941 0.031 4.0 0.0000 0.0000OK
360 minute summer SWMH2/1 184 96.001 0.029 4.5 0.0518 0.0000OK 2.000 SWMH2/2 4.5 1.539 0.033 0.1524
360 minute summer SWMH2/2 272 95.862 0.901 9.2 2.2927 0.0000SURCHARGED 1.001 SWMH1/3 5.6 0.165 0.004 15.0521
360 minute summer SWMH3/1 184 96.071 0.031 9.3 0.0822 0.0000OK 4.000 SWMH1/4 9.3 2.488 0.040 0.1169
360 minute summer SWMH4/1 272 95.862 0.227 4.6 0.4286 0.0000SURCHARGED 5.000 SWMH1/5 4.6 1.634 0.027 0.2526
360 minute summer POND 8 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
360 minute summer TANK 272 95.862 0.262 22.0 25.0469 0.0000SURCHARGED 3.000 SWMH1/1 -22.0 -1.258 -0.425 0.0799
Flow v5.0 Design Report: 100 year 360 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 360 minute winter. 600 minute analysis at 8 minute timestep. Mass balance: 99.64%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
360 minute winter SWMH1/1 288 96.002 0.422 13.9 0.9059 0.0000SURCHARGED 3.001 SWMH1/2 -9.8 1.403 -0.078 0.2986
360 minute winter SWMH1/2 288 96.002 1.374 10.1 3.7841 0.0000SURCHARGED 3.002 SWMH1/3 -8.7 0.235 -0.012 16.9887
360 minute winter SWMH1/3 288 96.002 1.502 9.4 4.1203 0.0000SURCHARGED 1.002 SWMH1/4 -5.3 0.175 -0.010 7.6458
360 minute winter SWMH1/4 288 96.002 1.537 6.8 3.9106 0.0000SURCHARGED 1.003 SWMH1/5 4.0 0.162 0.007 5.4694
360 minute winter SWMH1/5 288 96.002 1.562 5.4 3.9742 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.2
360 minute winter SWMH1/6 288 94.406 0.033 4.2 0.0833 0.0000OK 1.005 EXTG SWMH 21 4.2 1.517 0.096 0.0216 130.7
360 minute winter EXTG SWMH 21 288 93.941 0.031 4.2 0.0000 0.0000OK
360 minute winter SWMH2/1 288 96.002 0.030 3.3 0.0526 0.0000OK 2.000 SWMH2/2 3.3 1.408 0.024 0.1553
360 minute winter SWMH2/2 288 96.002 1.041 7.6 2.6482 0.0000SURCHARGED 1.001 SWMH1/3 -4.4 0.160 -0.003 15.0521
360 minute winter SWMH3/1 184 96.066 0.026 6.8 0.0708 0.0000OK 4.000 SWMH1/4 6.8 2.326 0.030 0.1152
360 minute winter SWMH4/1 288 96.002 0.367 3.3 0.6925 0.0000SURCHARGED 5.000 SWMH1/5 4.1 1.524 0.024 0.2526
360 minute winter POND 8 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
360 minute winter TANK 288 96.002 0.402 13.5 38.3015 0.0000SURCHARGED 3.000 SWMH1/1 -13.5 0.683 -0.261 0.0799
Flow v5.0 Design Report: 100 year 480 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 480 minute summer. 720 minute analysis at 8 minute timestep. Mass balance: 99.67%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
480 minute summer SWMH1/1 344 95.821 0.241 9.8 0.5176 0.0000SURCHARGED 3.001 SWMH1/2 -6.8 1.467 -0.054 0.2986
480 minute summer SWMH1/2 344 95.821 1.193 6.7 3.2862 0.0000SURCHARGED 3.002 SWMH1/3 -5.7 0.197 -0.008 16.9887
480 minute summer SWMH1/3 344 95.821 1.321 9.4 3.6243 0.0000SURCHARGED 1.002 SWMH1/4 -3.8 0.185 -0.007 7.6458
480 minute summer SWMH1/4 344 95.821 1.356 7.2 3.4506 0.0000SURCHARGED 1.003 SWMH1/5 3.6 0.118 0.007 5.4694
480 minute summer SWMH1/5 344 95.821 1.381 5.5 3.5142 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.0
480 minute summer SWMH1/6 344 94.405 0.032 4.0 0.0809 0.0000OK 1.005 EXTG SWMH 21 4.0 1.494 0.091 0.0207 145.4
480 minute summer EXTG SWMH 21 344 93.941 0.031 4.0 0.0000 0.0000OK
480 minute summer SWMH2/1 248 95.998 0.026 3.5 0.0458 0.0000OK 2.000 SWMH2/2 3.5 1.432 0.026 0.1513
480 minute summer SWMH2/2 344 95.821 0.860 8.8 2.1882 0.0000SURCHARGED 1.001 SWMH1/3 -5.7 0.155 -0.004 15.0521
480 minute summer SWMH3/1 248 96.067 0.027 7.2 0.0728 0.0000OK 4.000 SWMH1/4 7.2 2.351 0.031 0.1155
480 minute summer SWMH4/1 344 95.821 0.186 3.5 0.3510 0.0000OK 5.000 SWMH1/5 3.5 1.558 0.021 0.2377
480 minute summer POND 8 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
480 minute summer TANK 344 95.821 0.221 9.6 21.1232 0.0000OK 3.000 SWMH1/1 -9.6 -0.672 -0.185 0.0797
Flow v5.0 Design Report: 100 year 480 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 480 minute winter. 720 minute analysis at 8 minute timestep. Mass balance: 99.98%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
480 minute winter SWMH1/1 368 95.948 0.368 13.9 0.7900 0.0000SURCHARGED 3.001 SWMH1/2 -10.6 1.341 -0.085 0.2986
480 minute winter SWMH1/2 368 95.948 1.320 10.3 3.6354 0.0000SURCHARGED 3.002 SWMH1/3 -9.2 0.208 -0.013 16.9887
480 minute winter SWMH1/3 368 95.948 1.448 8.9 3.9721 0.0000SURCHARGED 1.002 SWMH1/4 -4.3 0.174 -0.008 7.6458
480 minute winter SWMH1/4 368 95.948 1.483 5.5 3.7731 0.0000SURCHARGED 1.003 SWMH1/5 4.6 0.134 0.008 5.4694
480 minute winter SWMH1/5 368 95.948 1.508 4.8 3.8367 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.1
480 minute winter SWMH1/6 368 94.405 0.032 4.1 0.0826 0.0000OK 1.005 EXTG SWMH 21 4.1 1.511 0.095 0.0213 151.2
480 minute winter EXTG SWMH 21 368 93.941 0.031 4.1 0.0000 0.0000OK
480 minute winter SWMH2/1 248 95.994 0.022 2.6 0.0396 0.0000OK 2.000 SWMH2/2 2.6 1.314 0.019 0.1508
480 minute winter SWMH2/2 368 95.948 0.987 6.3 2.5108 0.0000SURCHARGED 1.001 SWMH1/3 -3.7 0.177 -0.003 15.0521
480 minute winter SWMH3/1 248 96.064 0.024 5.4 0.0635 0.0000OK 4.000 SWMH1/4 5.4 2.218 0.023 0.1142
480 minute winter SWMH4/1 368 95.948 0.313 2.6 0.5904 0.0000SURCHARGED 5.000 SWMH1/5 2.6 1.464 0.015 0.2526
480 minute winter POND 8 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
480 minute winter TANK 368 95.948 0.348 14.1 33.2427 0.0000SURCHARGED 3.000 SWMH1/1 -14.1 -0.986 -0.272 0.0799
Flow v5.0 Design Report: 100 year 600 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 600 minute summer. 840 minute analysis at 15 minute timestep. Mass balance: 99.74%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
600 minute summer SWMH1/1 420 95.785 0.205 7.3 0.4411 0.0000OK 3.001 SWMH1/2 -4.8 1.383 -0.038 0.2920
600 minute summer SWMH1/2 420 95.785 1.157 5.1 3.1881 0.0000SURCHARGED 3.002 SWMH1/3 -4.0 0.196 -0.006 16.9887
600 minute summer SWMH1/3 420 95.785 1.285 6.7 3.5266 0.0000SURCHARGED 1.002 SWMH1/4 3.2 0.160 0.006 7.6458
600 minute summer SWMH1/4 420 95.785 1.320 5.8 3.3598 0.0000SURCHARGED 1.003 SWMH1/5 3.5 0.107 0.006 5.4694
600 minute summer SWMH1/5 420 95.785 1.345 5.2 3.4234 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.9
600 minute summer SWMH1/6 420 94.405 0.032 3.9 0.0804 0.0000OK 1.005 EXTG SWMH 21 3.9 1.489 0.090 0.0205 163.7
600 minute summer EXTG SWMH 21 420 93.940 0.030 3.9 0.0000 0.0000OK
600 minute summer SWMH2/1 315 95.995 0.023 2.8 0.0411 0.0000OK 2.000 SWMH2/2 2.8 1.342 0.021 0.1488
600 minute summer SWMH2/2 420 95.785 0.824 5.6 2.0976 0.0000SURCHARGED 1.001 SWMH1/3 -3.3 0.148 -0.002 15.0521
600 minute summer SWMH3/1 315 96.065 0.025 5.8 0.0658 0.0000OK 4.000 SWMH1/4 5.8 2.259 0.025 0.1145
600 minute summer SWMH4/1 420 95.785 0.150 2.9 0.2836 0.0000OK 5.000 SWMH1/5 2.9 1.484 0.017 0.2157
600 minute summer POND 15 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
600 minute summer TANK 420 95.785 0.185 7.2 17.7150 0.0000OK 3.000 SWMH1/1 -7.2 0.555 -0.139 0.0734
Flow v5.0 Design Report: 100 year 600 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 600 minute winter. 840 minute analysis at 15 minute timestep. Mass balance: 99.79%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
600 minute winter SWMH1/1 450 95.894 0.314 7.8 0.6756 0.0000SURCHARGED 3.001 SWMH1/2 -5.2 1.260 -0.042 0.2986
600 minute winter SWMH1/2 450 95.894 1.266 5.4 3.4887 0.0000SURCHARGED 3.002 SWMH1/3 -4.5 0.199 -0.006 16.9887
600 minute winter SWMH1/3 450 95.894 1.394 6.5 3.8260 0.0000SURCHARGED 1.002 SWMH1/4 3.6 0.162 0.006 7.6458
600 minute winter SWMH1/4 450 95.894 1.429 4.5 3.6376 0.0000SURCHARGED 1.003 SWMH1/5 3.7 0.124 0.007 5.4694
600 minute winter SWMH1/5 450 95.894 1.454 4.6 3.7012 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.0
600 minute winter SWMH1/6 450 94.405 0.032 4.0 0.0819 0.0000OK 1.005 EXTG SWMH 21 4.0 1.503 0.093 0.0211 170.2
600 minute winter EXTG SWMH 21 450 93.941 0.031 4.0 0.0000 0.0000OK
600 minute winter SWMH2/1 315 95.992 0.020 2.1 0.0357 0.0000OK 2.000 SWMH2/2 2.1 1.238 0.016 0.1495
600 minute winter SWMH2/2 450 95.894 0.933 6.7 2.3753 0.0000SURCHARGED 1.001 SWMH1/3 -4.6 0.147 -0.003 15.0521
600 minute winter SWMH3/1 315 96.062 0.022 4.5 0.0583 0.0000OK 4.000 SWMH1/4 4.5 2.144 0.020 0.1134
600 minute winter SWMH4/1 450 95.894 0.259 2.2 0.4898 0.0000SURCHARGED 5.000 SWMH1/5 2.2 1.400 0.013 0.2526
600 minute winter POND 15 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
600 minute winter TANK 450 95.894 0.294 7.6 28.1510 0.0000SURCHARGED 3.000 SWMH1/1 -7.6 0.614 -0.146 0.0799
Flow v5.0 Design Report: 100 year 720 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 720 minute summer. 960 minute analysis at 15 minute timestep. Mass balance: 99.86%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
720 minute summer SWMH1/1 480 95.746 0.166 5.9 0.3560 0.0000OK 3.001 SWMH1/2 -3.5 1.331 -0.028 0.2669
720 minute summer SWMH1/2 480 95.746 1.118 4.5 3.0790 0.0000SURCHARGED 3.002 SWMH1/3 4.0 0.196 0.006 16.9887
720 minute summer SWMH1/3 480 95.746 1.246 6.3 3.4180 0.0000SURCHARGED 1.002 SWMH1/4 2.8 0.159 0.005 7.6458
720 minute summer SWMH1/4 480 95.746 1.281 5.1 3.2592 0.0000SURCHARGED 1.003 SWMH1/5 3.5 0.115 0.006 5.4694
720 minute summer SWMH1/5 480 95.746 1.306 4.6 3.3228 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.9
720 minute summer SWMH1/6 480 94.404 0.031 3.9 0.0798 0.0000OK 1.005 EXTG SWMH 21 3.9 1.483 0.089 0.0203 180.9
720 minute summer EXTG SWMH 21 480 93.940 0.030 3.9 0.0000 0.0000OK
720 minute summer SWMH2/1 375 95.994 0.022 2.5 0.0388 0.0000OK 2.000 SWMH2/2 2.5 1.299 0.018 0.1480
720 minute summer SWMH2/2 480 95.746 0.785 6.9 1.9968 0.0000SURCHARGED 1.001 SWMH1/3 -4.8 0.150 -0.003 15.0521
720 minute summer SWMH3/1 375 96.063 0.023 5.1 0.0618 0.0000OK 4.000 SWMH1/4 5.1 2.203 0.022 0.1133
720 minute summer SWMH4/1 480 95.746 0.111 2.5 0.2090 0.0000OK 5.000 SWMH1/5 2.5 1.443 0.015 0.1880
720 minute summer POND 15 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
720 minute summer TANK 480 95.746 0.146 5.4 13.9297 0.0000OK 3.000 SWMH1/1 -5.4 -0.568 -0.105 0.0588
Flow v5.0 Design Report: 100 year 720 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 720 minute winter. 960 minute analysis at 15 minute timestep. Mass balance: 99.76%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
720 minute winter SWMH1/1 525 95.841 0.261 8.9 0.5604 0.0000SURCHARGED 3.001 SWMH1/2 -6.6 1.234 -0.053 0.2986
720 minute winter SWMH1/2 525 95.841 1.213 6.4 3.3411 0.0000SURCHARGED 3.002 SWMH1/3 -5.6 0.197 -0.008 16.9887
720 minute winter SWMH1/3 525 95.841 1.341 5.4 3.6790 0.0000SURCHARGED 1.002 SWMH1/4 3.4 0.168 0.006 7.6458
720 minute winter SWMH1/4 525 95.841 1.376 4.4 3.5012 0.0000SURCHARGED 1.003 SWMH1/5 3.5 0.131 0.006 5.4694
720 minute winter SWMH1/5 525 95.841 1.401 4.6 3.5648 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.0
720 minute winter SWMH1/6 525 94.405 0.032 4.0 0.0812 0.0000OK 1.005 EXTG SWMH 21 4.0 1.496 0.091 0.0208 189.8
720 minute winter EXTG SWMH 21 525 93.941 0.031 4.0 0.0000 0.0000OK
720 minute winter SWMH2/1 375 95.991 0.019 1.9 0.0340 0.0000OK 2.000 SWMH2/2 1.9 1.199 0.014 0.1488
720 minute winter SWMH2/2 525 95.841 0.880 4.2 2.2389 0.0000SURCHARGED 1.001 SWMH1/3 2.6 0.146 0.002 15.0521
720 minute winter SWMH3/1 375 96.060 0.020 3.9 0.0545 0.0000OK 4.000 SWMH1/4 3.9 2.082 0.017 0.1129
720 minute winter SWMH4/1 525 95.841 0.206 1.9 0.3886 0.0000OK 5.000 SWMH1/5 1.9 1.354 0.011 0.2473
720 minute winter POND 15 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
720 minute winter TANK 525 95.841 0.241 9.1 23.0268 0.0000SURCHARGED 3.000 SWMH1/1 -9.1 -0.872 -0.176 0.0799
Flow v5.0 Design Report: 100 year 960 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 960 minute summer. 1200 minute analysis at 15 minute timestep. Mass balance: 99.98%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
960 minute summer SWMH1/1 615 95.688 0.108 5.2 0.2328 0.0000OK 3.001 SWMH1/2 -3.6 1.261 -0.029 0.2203
960 minute summer SWMH1/2 615 95.688 1.060 3.7 2.9212 0.0000SURCHARGED 3.002 SWMH1/3 -2.9 0.196 -0.004 16.9887
960 minute summer SWMH1/3 615 95.688 1.188 3.9 3.2608 0.0000SURCHARGED 1.002 SWMH1/4 2.9 0.161 0.005 7.6458
960 minute summer SWMH1/4 615 95.688 1.223 4.2 3.1133 0.0000SURCHARGED 1.003 SWMH1/5 3.5 0.112 0.006 5.4694
960 minute summer SWMH1/5 615 95.688 1.248 4.5 3.1769 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
960 minute summer SWMH1/6 450 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 197.5
960 minute summer EXTG SWMH 21 450 93.940 0.030 3.8 0.0000 0.0000OK
960 minute summer SWMH2/1 495 95.992 0.020 2.0 0.0349 0.0000OK 2.000 SWMH2/2 2.0 1.219 0.015 0.1391
960 minute summer SWMH2/2 615 95.688 0.727 4.2 1.8511 0.0000OK 1.001 SWMH1/3 -2.7 0.147 -0.002 14.9886
960 minute summer SWMH3/1 495 96.061 0.021 4.2 0.0564 0.0000OK 4.000 SWMH1/4 4.2 2.113 0.018 0.1127
960 minute summer SWMH4/1 615 95.688 0.053 2.0 0.1005 0.0000OK 5.000 SWMH1/5 2.0 1.378 0.012 0.1490
960 minute summer POND 15 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.1942
960 minute summer TANK 615 95.688 0.088 5.4 8.4483 0.0000OK 3.000 SWMH1/1 -5.4 -0.727 -0.103 0.0335
Flow v5.0 Design Report: 100 year 960 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 960 minute winter. 1200 minute analysis at 15 minute timestep. Mass balance: 99.98%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
960 minute winter SWMH1/1 675 95.744 0.164 3.6 0.3534 0.0000OK 3.001 SWMH1/2 2.0 1.150 0.016 0.2661
960 minute winter SWMH1/2 675 95.744 1.116 2.7 3.0758 0.0000SURCHARGED 3.002 SWMH1/3 2.3 0.196 0.003 16.9887
960 minute winter SWMH1/3 675 95.744 1.244 3.7 3.4148 0.0000SURCHARGED 1.002 SWMH1/4 2.9 0.161 0.005 7.6458
960 minute winter SWMH1/4 675 95.744 1.279 3.9 3.2562 0.0000SURCHARGED 1.003 SWMH1/5 3.5 0.126 0.006 5.4694
960 minute winter SWMH1/5 675 95.744 1.304 4.3 3.3198 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
960 minute winter SWMH1/6 675 94.404 0.031 3.8 0.0798 0.0000OK 1.005 EXTG SWMH 21 3.8 1.483 0.089 0.0203 221.8
960 minute winter EXTG SWMH 21 675 93.940 0.030 3.8 0.0000 0.0000OK
960 minute winter SWMH2/1 480 95.989 0.017 1.5 0.0304 0.0000OK 2.000 SWMH2/2 1.5 1.115 0.011 0.1476
960 minute winter SWMH2/2 675 95.744 0.783 2.9 1.9939 0.0000SURCHARGED 1.001 SWMH1/3 -1.6 0.144 -0.001 15.0521
960 minute winter SWMH3/1 450 96.058 0.018 3.1 0.0490 0.0000OK 4.000 SWMH1/4 3.1 1.964 0.013 0.1121
960 minute winter SWMH4/1 675 95.744 0.109 1.5 0.2066 0.0000OK 5.000 SWMH1/5 1.5 1.280 0.009 0.1871
960 minute winter POND 15 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
960 minute winter TANK 675 95.744 0.144 3.5 13.8154 0.0000OK 3.000 SWMH1/1 -3.5 0.431 -0.068 0.0583
Flow v5.0 Design Report: 100 year 1440 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 1440 minute summer. 1680 minute analysis at 30 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
1440 minute summer SWMH1/1 750 95.600 0.020 2.0 0.0437 0.0000OK 3.001 SWMH1/2 2.0 1.150 0.016 0.1536
1440 minute summer SWMH1/2 900 95.526 0.898 2.7 2.4750 0.0000SURCHARGED 3.002 SWMH1/3 1.5 0.196 0.002 16.9887
1440 minute summer SWMH1/3 900 95.526 1.026 3.4 2.8162 0.0000SURCHARGED 1.002 SWMH1/4 2.6 0.166 0.005 7.6458
1440 minute summer SWMH1/4 900 95.526 1.061 3.9 2.7011 0.0000SURCHARGED 1.003 SWMH1/5 3.4 0.119 0.006 5.4694
1440 minute summer SWMH1/5 900 95.526 1.086 4.3 2.7648 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
1440 minute summer SWMH1/6 1260 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 216.1
1440 minute summer EXTG SWMH 21 1260 93.940 0.030 3.8 0.0000 0.0000OK
1440 minute summer SWMH2/1 750 95.989 0.017 1.4 0.0294 0.0000OK 2.000 SWMH2/2 1.4 1.092 0.010 0.0195
1440 minute summer SWMH2/2 900 95.526 0.565 1.6 1.4382 0.0000OK 1.001 SWMH1/3 1.4 0.144 0.001 13.6129
1440 minute summer SWMH3/1 720 96.059 0.019 3.0 0.0498 0.0000OK 4.000 SWMH1/4 3.0 1.984 0.013 0.1112
1440 minute summer SWMH4/1 720 95.650 0.015 1.5 0.0291 0.0000OK 5.000 SWMH1/5 1.5 1.305 0.009 0.1290
1440 minute summer POND 30 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.7459
1440 minute summer TANK 780 95.600 0.000 0.0 0.0248 0.0000OK 3.000 SWMH1/1 0.0 -0.023 0.000 0.0018
Flow v5.0 Design Report: 100 year 1440 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 1440 minute winter. 1680 minute analysis at 30 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
1440 minute winter SWMH1/1 750 95.598 0.018 1.5 0.0381 0.0000OK 3.001 SWMH1/2 1.5 1.054 0.012 0.1531
1440 minute winter SWMH1/2 960 95.458 0.830 2.0 2.2854 0.0000SURCHARGED 3.002 SWMH1/3 1.4 0.196 0.002 16.9887
1440 minute winter SWMH1/3 960 95.458 0.958 3.0 2.6275 0.0000SURCHARGED 1.002 SWMH1/4 2.6 0.167 0.005 7.6458
1440 minute winter SWMH1/4 960 95.458 0.993 3.6 2.5260 0.0000SURCHARGED 1.003 SWMH1/5 3.4 0.110 0.006 5.4694
1440 minute winter SWMH1/5 960 95.458 1.018 4.1 2.5897 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
1440 minute winter SWMH1/6 1350 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 240.8
1440 minute winter EXTG SWMH 21 1350 93.940 0.030 3.8 0.0000 0.0000OK
1440 minute winter SWMH2/1 750 95.987 0.015 1.1 0.0264 0.0000OK 2.000 SWMH2/2 1.1 1.017 0.008 0.0078
1440 minute winter SWMH2/2 960 95.457 0.496 1.1 1.2635 0.0000OK 1.001 SWMH1/3 1.1 0.138 0.001 12.8156
1440 minute winter SWMH3/1 750 96.056 0.016 2.2 0.0430 0.0000OK 4.000 SWMH1/4 2.2 1.808 0.010 0.1108
1440 minute winter SWMH4/1 720 95.648 0.013 1.1 0.0251 0.0000OK 5.000 SWMH1/5 1.1 1.188 0.006 0.1288
1440 minute winter POND 30 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.5104
1440 minute winter TANK 30 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0015
Flow v5.0 Design Report: 100 year 2160 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 2160 minute summer. 2400 minute analysis at 60 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
2160 minute summer SWMH1/1 1140 95.597 0.017 1.4 0.0369 0.0000OK 3.001 SWMH1/2 1.4 1.032 0.011 0.0102
2160 minute summer SWMH1/2 1260 95.052 0.424 1.9 1.1688 0.0000OK 3.002 SWMH1/3 1.4 0.197 0.002 11.6633
2160 minute summer SWMH1/3 1260 95.052 0.552 3.0 1.5151 0.0000OK 1.002 SWMH1/4 2.5 0.179 0.004 6.2306
2160 minute summer SWMH1/4 1260 95.052 0.587 3.7 1.4942 0.0000OK 1.003 SWMH1/5 3.4 0.120 0.006 4.6887
2160 minute summer SWMH1/5 1260 95.052 0.612 4.1 1.5578 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
2160 minute summer SWMH1/6 1500 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 231.5
2160 minute summer EXTG SWMH 21 1500 93.940 0.030 3.8 0.0000 0.0000OK
2160 minute summer SWMH2/1 1140 95.986 0.014 1.0 0.0252 0.0000OK 2.000 SWMH2/2 1.0 0.987 0.007 0.0073
2160 minute summer SWMH2/2 1260 95.052 0.091 1.0 0.2324 0.0000OK 1.001 SWMH1/3 1.0 0.144 0.001 6.4628
2160 minute summer SWMH3/1 1140 96.056 0.016 2.1 0.0421 0.0000OK 4.000 SWMH1/4 2.1 1.783 0.009 0.0265
2160 minute summer SWMH4/1 1140 95.648 0.013 1.0 0.0240 0.0000OK 5.000 SWMH1/5 1.0 1.155 0.006 0.0469
2160 minute summer POND 60 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
2160 minute summer TANK 60 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0014
Flow v5.0 Design Report: 100 year 2160 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 2160 minute winter. 2400 minute analysis at 60 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
2160 minute winter SWMH1/1 1140 95.595 0.015 1.1 0.0331 0.0000OK 3.001 SWMH1/2 1.1 0.960 0.009 0.0086
2160 minute winter SWMH1/2 1320 94.917 0.289 1.5 0.7974 0.0000OK 3.002 SWMH1/3 1.2 0.197 0.002 7.8822
2160 minute winter SWMH1/3 1320 94.917 0.417 2.4 1.1454 0.0000OK 1.002 SWMH1/4 2.3 0.167 0.004 4.5978
2160 minute winter SWMH1/4 1320 94.917 0.452 3.4 1.1514 0.0000OK 1.003 SWMH1/5 3.4 0.121 0.006 3.5623
2160 minute winter SWMH1/5 1320 94.917 0.477 4.0 1.2151 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
2160 minute winter SWMH1/6 1140 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 264.5
2160 minute winter EXTG SWMH 21 1140 93.940 0.030 3.8 0.0000 0.0000OK
2160 minute winter SWMH2/1 1140 95.985 0.013 0.8 0.0226 0.0000OK 2.000 SWMH2/2 0.8 0.923 0.006 0.0063
2160 minute winter SWMH2/2 1140 94.975 0.014 0.8 0.0362 0.0000OK 1.001 SWMH1/3 0.8 0.137 0.001 4.3300
2160 minute winter SWMH3/1 1140 96.054 0.014 1.6 0.0369 0.0000OK 4.000 SWMH1/4 1.6 1.643 0.007 0.0053
2160 minute winter SWMH4/1 1140 95.646 0.011 0.8 0.0216 0.0000OK 5.000 SWMH1/5 0.8 1.083 0.005 0.0047
2160 minute winter POND 60 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
2160 minute winter TANK 60 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0012
Flow v5.0 Design Report: 100 year 2880 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 2880 minute summer. 3120 minute analysis at 60 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
2880 minute summer SWMH1/1 1500 95.595 0.015 1.1 0.0331 0.0000OK 3.001 SWMH1/2 1.1 0.960 0.009 0.0086
2880 minute summer SWMH1/2 1620 94.856 0.228 1.5 0.6276 0.0000OK 3.002 SWMH1/3 1.2 0.177 0.002 6.1489
2880 minute summer SWMH1/3 1620 94.856 0.356 2.5 0.9764 0.0000OK 1.002 SWMH1/4 2.3 0.179 0.004 3.8015
2880 minute summer SWMH1/4 1620 94.856 0.391 3.5 0.9946 0.0000OK 1.003 SWMH1/5 3.3 0.120 0.006 2.9977
2880 minute summer SWMH1/5 1620 94.856 0.416 4.0 1.0582 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
2880 minute summer SWMH1/6 1680 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 244.8
2880 minute summer EXTG SWMH 21 1680 93.940 0.030 3.8 0.0000 0.0000OK
2880 minute summer SWMH2/1 1500 95.985 0.013 0.8 0.0226 0.0000OK 2.000 SWMH2/2 0.8 0.923 0.006 0.0063
2880 minute summer SWMH2/2 1500 94.975 0.014 0.8 0.0362 0.0000OK 1.001 SWMH1/3 0.8 0.137 0.001 3.5432
2880 minute summer SWMH3/1 1500 96.054 0.014 1.7 0.0381 0.0000OK 4.000 SWMH1/4 1.7 1.674 0.007 0.0055
2880 minute summer SWMH4/1 1500 95.646 0.011 0.8 0.0216 0.0000OK 5.000 SWMH1/5 0.8 1.083 0.005 0.0047
2880 minute summer POND 60 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
2880 minute summer TANK 60 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0012
Flow v5.0 Design Report: 100 year 2880 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year 2880 minute winter. 3120 minute analysis at 60 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
2880 minute winter SWMH1/1 1380 95.593 0.013 0.8 0.0283 0.0000OK 3.001 SWMH1/2 0.8 0.871 0.006 0.0069
2880 minute winter SWMH1/2 1620 94.678 0.050 1.1 0.1380 0.0000OK 3.002 SWMH1/3 1.1 0.187 0.002 1.7803
2880 minute winter SWMH1/3 1620 94.678 0.178 2.0 0.4886 0.0000OK 1.002 SWMH1/4 2.0 0.179 0.004 1.5862
2880 minute winter SWMH1/4 1620 94.678 0.213 3.1 0.5422 0.0000OK 1.003 SWMH1/5 3.1 0.120 0.006 1.3839
2880 minute winter SWMH1/5 1620 94.678 0.238 3.7 0.6058 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.7
2880 minute winter SWMH1/6 1620 94.404 0.031 3.7 0.0781 0.0000OK 1.005 EXTG SWMH 21 3.7 1.465 0.085 0.0197 275.7
2880 minute winter EXTG SWMH 21 1620 93.940 0.030 3.7 0.0000 0.0000OK
2880 minute winter SWMH2/1 1380 95.983 0.011 0.6 0.0197 0.0000OK 2.000 SWMH2/2 0.6 0.849 0.004 0.0051
2880 minute winter SWMH2/2 1380 94.973 0.012 0.6 0.0316 0.0000OK 1.001 SWMH1/3 0.6 0.146 0.000 1.3902
2880 minute winter SWMH3/1 1500 96.052 0.012 1.3 0.0334 0.0000OK 4.000 SWMH1/4 1.3 1.545 0.006 0.0046
2880 minute winter SWMH4/1 1380 95.645 0.010 0.6 0.0190 0.0000OK 5.000 SWMH1/5 0.6 1.000 0.004 0.0038
2880 minute winter POND 60 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.0000
2880 minute winter TANK 60 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0009
Flow v5.0 Design Report: 100 year +40% 15 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 15 minute summer. 255 minute analysis at 1 minute timestep. Mass balance: 99.48%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
15 minute summer SWMH1/1 13 96.065 0.485 70.9 1.0419 0.0000SURCHARGED 3.001 SWMH1/2 -61.2 2.587 -0.491 0.2986
15 minute summer SWMH1/2 14 96.174 1.546 56.7 4.2599 0.0000SURCHARGED 3.002 SWMH1/3 68.8 0.494 0.097 16.9887
15 minute summer SWMH1/3 14 96.153 1.653 127.1 4.5351 0.0000SURCHARGED 1.002 SWMH1/4 -56.4 -0.204 -0.102 7.6458
15 minute summer SWMH1/4 14 96.162 1.697 86.5 4.3199 0.0000SURCHARGED 1.003 SWMH1/5 29.7 0.263 0.054 5.4694
15 minute summer SWMH1/5 14 96.169 1.729 33.0 4.4009 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.4
15 minute summer SWMH1/6 14 94.407 0.034 4.4 0.0853 0.0000OK 1.005 EXTG SWMH 21 4.4 1.537 0.101 0.0223 53.9
15 minute summer EXTG SWMH 21 14 93.942 0.032 4.4 0.0000 0.0000OK
15 minute summer SWMH2/1 14 96.155 0.183 31.7 0.3259 0.0000OK 2.000 SWMH2/2 31.6 2.576 0.233 0.2698
15 minute summer SWMH2/2 14 96.166 1.205 90.9 3.0666 0.0000SURCHARGED 1.001 SWMH1/3 -65.8 0.515 -0.046 15.0521
15 minute summer SWMH3/1 14 96.167 0.127 65.8 0.3395 0.0000OK 4.000 SWMH1/4 66.4 4.386 0.288 0.1708
15 minute summer SWMH4/1 14 96.171 0.536 32.3 1.0123 0.0000SURCHARGED 5.000 SWMH1/5 32.2 2.997 0.190 0.2526
15 minute summer POND 15 96.145 0.005 3.8 0.2101 0.0000OK 1.000 SWMH2/2 -3.8 -0.043 -0.005 1.2190
15 minute summer TANK 19 95.805 0.205 74.4 19.6209 0.0000OK 3.000 SWMH1/1 -74.4 -2.331 -1.435 0.0781
Flow v5.0 Design Report: 100 year +40% 15 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 15 minute winter. 255 minute analysis at 1 minute timestep. Mass balance: 99.87%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
15 minute winter SWMH1/1 13 96.232 0.652 84.3 1.4018 0.0000SURCHARGED 3.001 SWMH1/2 -71.9 2.611 -0.577 0.2986
15 minute winter SWMH1/2 13 96.285 1.657 79.1 4.5652 0.0000SURCHARGED 3.002 SWMH1/3 -66.4 0.509 -0.094 16.9887
15 minute winter SWMH1/3 13 96.284 1.784 128.5 4.8960 0.0000SURCHARGED 1.002 SWMH1/4 -86.1 -0.196 -0.156 7.6458
15 minute winter SWMH1/4 13 96.303 1.838 100.9 4.6775 0.0000SURCHARGED 1.003 SWMH1/5 -31.7 0.273 -0.058 5.4694
15 minute winter SWMH1/5 13 96.313 1.873 42.4 4.7670 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.6
15 minute winter SWMH1/6 13 94.407 0.034 4.6 0.0867 0.0000OK 1.005 EXTG SWMH 21 4.5 1.549 0.104 0.0228 55.3
15 minute winter EXTG SWMH 21 13 93.943 0.033 4.5 0.0000 0.0000OK
15 minute winter SWMH2/1 13 96.277 0.305 33.3 0.5420 0.0000SURCHARGED 2.000 SWMH2/2 33.1 2.605 0.245 0.2885
15 minute winter SWMH2/2 13 96.292 1.331 134.7 3.3874 0.0000SURCHARGED 1.001 SWMH1/3 -102.1 0.529 -0.071 15.0521
15 minute winter SWMH3/1 13 96.356 0.316 69.1 0.8462 0.0000SURCHARGED 4.000 SWMH1/4 69.1 4.420 0.300 0.2162
15 minute winter SWMH4/1 13 96.334 0.699 33.9 1.3212 0.0000SURCHARGED 5.000 SWMH1/5 33.8 2.882 0.199 0.2526
15 minute winter POND 15 96.217 0.077 47.7 3.4971 0.0000OK 1.000 SWMH2/2 -47.7 -0.459 -0.061 1.3537
15 minute winter TANK 20 95.894 0.294 88.1 28.1443 0.0000SURCHARGED 3.000 SWMH1/1 -88.1 -2.796 -1.700 0.0799
Flow v5.0 Design Report: 100 year +40% 30 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 30 minute summer. 270 minute analysis at 1 minute timestep. Mass balance: 99.14%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
30 minute summer SWMH1/1 20 96.226 0.646 86.6 1.3876 0.0000SURCHARGED 3.001 SWMH1/2 -73.7 2.457 -0.591 0.2986
30 minute summer SWMH1/2 20 96.289 1.661 76.7 4.5770 0.0000SURCHARGED 3.002 SWMH1/3 -68.1 0.441 -0.096 16.9887
30 minute summer SWMH1/3 20 96.294 1.794 92.8 4.9222 0.0000SURCHARGED 1.002 SWMH1/4 -64.2 0.205 -0.116 7.6458
30 minute summer SWMH1/4 20 96.295 1.830 77.6 4.6586 0.0000SURCHARGED 1.003 SWMH1/5 -23.7 0.275 -0.043 5.4694
30 minute summer SWMH1/5 20 96.294 1.854 37.6 4.7195 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.5
30 minute summer SWMH1/6 21 94.407 0.034 4.5 0.0868 0.0000OK 1.005 EXTG SWMH 21 4.5 1.552 0.104 0.0229 61.9
30 minute summer EXTG SWMH 21 21 93.943 0.033 4.5 0.0000 0.0000OK
30 minute summer SWMH2/1 20 96.307 0.335 28.5 0.5953 0.0000SURCHARGED 2.000 SWMH2/2 29.1 2.508 0.215 0.2885
30 minute summer SWMH2/2 20 96.289 1.328 75.2 3.3795 0.0000SURCHARGED 1.001 SWMH1/3 -46.2 0.445 -0.032 15.0521
30 minute summer SWMH3/1 20 96.358 0.318 59.2 0.8514 0.0000SURCHARGED 4.000 SWMH1/4 59.0 4.031 0.256 0.2162
30 minute summer SWMH4/1 20 96.328 0.693 29.1 1.3087 0.0000SURCHARGED 5.000 SWMH1/5 29.1 2.726 0.171 0.2526
30 minute summer POND 22 96.232 0.092 55.2 4.2641 0.0000OK 1.000 SWMH2/2 -55.2 -0.534 -0.071 1.3946
30 minute summer TANK 34 96.060 0.460 91.0 38.3676 0.0000SURCHARGED 3.000 SWMH1/1 -91.0 -2.887 -1.756 0.0799
Flow v5.0 Design Report: 100 year +40% 30 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 30 minute winter. 270 minute analysis at 1 minute timestep. Mass balance: 98.95%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
30 minute winter SWMH1/1 34 96.302 0.722 96.3 1.5518 0.0000SURCHARGED 3.001 SWMH1/2 -75.1 2.428 -0.602 0.2986
30 minute winter SWMH1/2 20 96.341 1.713 78.6 4.7200 0.0000SURCHARGED 3.002 SWMH1/3 -71.4 0.458 -0.101 16.9887
30 minute winter SWMH1/3 20 96.358 1.858 81.8 5.0973 0.0000SURCHARGED 1.002 SWMH1/4 -65.2 0.186 -0.118 7.6458
30 minute winter SWMH1/4 20 96.353 1.888 71.8 4.8050 0.0000SURCHARGED 1.003 SWMH1/5 -21.3 0.278 -0.039 5.4694
30 minute winter SWMH1/5 20 96.346 1.906 26.4 4.8519 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.6
30 minute winter SWMH1/6 20 94.407 0.034 4.6 0.0875 0.0000OK 1.005 EXTG SWMH 21 4.6 1.557 0.106 0.0231 64.8
30 minute winter EXTG SWMH 21 20 93.943 0.033 4.6 0.0000 0.0000OK
30 minute winter SWMH2/1 20 96.374 0.402 25.8 0.7148 0.0000SURCHARGED 2.000 SWMH2/2 25.8 2.451 0.191 0.2885
30 minute winter SWMH2/2 20 96.345 1.384 90.7 3.5229 0.0000SURCHARGED 1.001 SWMH1/3 -65.0 0.447 -0.045 15.0521
30 minute winter SWMH3/1 20 96.432 0.392 53.6 1.0476 0.0000SURCHARGED 4.000 SWMH1/4 52.9 3.938 0.230 0.2162
30 minute winter SWMH4/1 20 96.375 0.740 34.6 1.3972 0.0000SURCHARGED 5.000 SWMH1/5 26.2 2.658 0.154 0.2526
30 minute winter POND 33 96.302 0.162 64.0 8.1360 0.0000OK 1.000 SWMH2/2 -64.0 -0.651 -0.082 1.6120
30 minute winter TANK 34 96.302 0.702 99.7 38.6414 0.0000SURCHARGED 3.000 SWMH1/1 -99.7 -3.047 -1.923 0.0799
Flow v5.0 Design Report: 100 year +40% 60 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 60 minute summer. 300 minute analysis at 1 minute timestep. Mass balance: 99.01%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
60 minute summer SWMH1/1 64 96.389 0.809 91.2 1.7392 0.0000SURCHARGED 3.001 SWMH1/2 -71.8 2.253 -0.576 0.2986
60 minute summer SWMH1/2 64 96.389 1.761 73.1 4.8523 0.0000SURCHARGED 3.002 SWMH1/3 -66.9 0.403 -0.094 16.9887
60 minute summer SWMH1/3 64 96.389 1.889 78.1 5.1841 0.0000SURCHARGED 1.002 SWMH1/4 -59.6 0.207 -0.108 7.6458
60 minute summer SWMH1/4 64 96.389 1.924 56.4 4.8971 0.0000SURCHARGED 1.003 SWMH1/5 -16.9 0.250 -0.031 5.4694
60 minute summer SWMH1/5 64 96.389 1.949 21.6 4.9607 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.6
60 minute summer SWMH1/6 64 94.408 0.035 4.6 0.0879 0.0000OK 1.005 EXTG SWMH 21 4.6 1.561 0.107 0.0233 73.5
60 minute summer EXTG SWMH 21 64 93.943 0.033 4.6 0.0000 0.0000OK
60 minute summer SWMH2/1 63 96.389 0.417 21.3 0.7424 0.0000SURCHARGED 2.000 SWMH2/2 22.6 2.302 0.167 0.2885
60 minute summer SWMH2/2 63 96.389 1.428 60.3 3.6353 0.0000SURCHARGED 1.001 SWMH1/3 -40.3 0.367 -0.028 15.0521
60 minute summer SWMH3/1 64 96.389 0.349 44.1 0.9337 0.0000SURCHARGED 4.000 SWMH1/4 42.9 3.483 0.186 0.2162
60 minute summer SWMH4/1 64 96.389 0.754 21.7 1.4246 0.0000SURCHARGED 5.000 SWMH1/5 21.6 2.316 0.127 0.2526
60 minute summer POND 63 96.390 0.250 48.6 13.6775 0.0000OK 1.000 SWMH2/2 -48.6 -0.489 -0.063 1.9112
60 minute summer TANK 64 96.389 0.789 92.8 38.7400 0.0000SURCHARGED 3.000 SWMH1/1 -92.8 -2.902 -1.791 0.0799
Flow v5.0 Design Report: 100 year +40% 60 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 60 minute winter. 300 minute analysis at 1 minute timestep. Mass balance: 98.93%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
60 minute winter SWMH1/1 62 96.563 0.983 91.1 2.1121 0.0000SURCHARGED 3.001 SWMH1/2 -68.7 2.097 -0.551 0.2986
60 minute winter SWMH1/2 62 96.563 1.935 68.2 5.3309 0.0000SURCHARGED 3.002 SWMH1/3 -60.5 0.412 -0.085 16.9887
60 minute winter SWMH1/3 62 96.563 2.063 66.1 5.6613 0.0000SURCHARGED 1.002 SWMH1/4 -56.5 0.200 -0.102 7.6458
60 minute winter SWMH1/4 62 96.563 2.098 54.4 5.3395 0.0000SURCHARGED 1.003 SWMH1/5 22.7 0.255 0.041 5.4694
60 minute winter SWMH1/5 62 96.563 2.123 23.3 5.4031 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.8
60 minute winter SWMH1/6 63 94.408 0.035 4.8 0.0898 0.0000OK 1.005 EXTG SWMH 21 4.8 1.578 0.111 0.0240 76.9
60 minute winter EXTG SWMH 21 63 93.944 0.034 4.8 0.0000 0.0000OK
60 minute winter SWMH2/1 62 96.563 0.591 17.2 1.0521 0.0000SURCHARGED 2.000 SWMH2/2 17.0 2.151 0.125 0.2885
60 minute winter SWMH2/2 62 96.563 1.602 57.4 4.0783 0.0000SURCHARGED 1.001 SWMH1/3 -48.4 0.371 -0.034 15.0521
60 minute winter SWMH3/1 62 96.563 0.523 35.7 1.3989 0.0000SURCHARGED 4.000 SWMH1/4 36.7 3.477 0.160 0.2162
60 minute winter SWMH4/1 62 96.563 0.928 17.5 1.7527 0.0000SURCHARGED 5.000 SWMH1/5 18.4 2.259 0.108 0.2526
60 minute winter POND 62 96.564 0.424 59.4 27.0393 0.0000OK 1.000 SWMH2/2 -59.4 -0.517 -0.077 2.4056
60 minute winter TANK 62 96.563 0.963 91.4 38.9362 0.0000FLOOD RISK 3.000 SWMH1/1 -91.4 -2.726 -1.764 0.0799
Flow v5.0 Design Report: 100 year +40% 120 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 120 minute summer. 360 minute analysis at 2 minute timestep. Mass balance: 99.02%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
120 minute summer SWMH1/1 122 96.545 0.965 81.7 2.0734 0.0000SURCHARGED 3.001 SWMH1/2 -64.5 1.907 -0.518 0.2986
120 minute summer SWMH1/2 122 96.545 1.917 64.1 5.2807 0.0000SURCHARGED 3.002 SWMH1/3 -58.2 0.353 -0.082 16.9887
120 minute summer SWMH1/3 122 96.545 2.045 58.2 5.6108 0.0000SURCHARGED 1.002 SWMH1/4 -36.8 0.190 -0.067 7.6458
120 minute summer SWMH1/4 122 96.545 2.080 36.4 5.2930 0.0000SURCHARGED 1.003 SWMH1/5 -9.8 0.217 -0.018 5.4694
120 minute summer SWMH1/5 122 96.545 2.105 14.6 5.3566 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.8
120 minute summer SWMH1/6 122 94.408 0.035 4.8 0.0896 0.0000OK 1.005 EXTG SWMH 21 4.8 1.576 0.111 0.0239 91.2
120 minute summer EXTG SWMH 21 122 93.944 0.034 4.8 0.0000 0.0000OK
120 minute summer SWMH2/1 122 96.545 0.573 13.7 1.0190 0.0000SURCHARGED 2.000 SWMH2/2 15.4 1.958 0.114 0.2885
120 minute summer SWMH2/2 122 96.545 1.584 36.3 4.0307 0.0000SURCHARGED 1.001 SWMH1/3 -31.3 0.318 -0.022 15.0521
120 minute summer SWMH3/1 122 96.545 0.505 28.4 1.3504 0.0000SURCHARGED 4.000 SWMH1/4 27.6 2.955 0.120 0.2162
120 minute summer SWMH4/1 122 96.545 0.910 13.9 1.7186 0.0000SURCHARGED 5.000 SWMH1/5 13.1 1.924 0.077 0.2526
120 minute summer POND 122 96.545 0.405 36.1 25.4106 0.0000OK 1.000 SWMH2/2 -36.1 -0.336 -0.047 2.3701
120 minute summer TANK 122 96.545 0.945 79.5 38.9158 0.0000SURCHARGED 3.000 SWMH1/1 -79.5 -2.505 -1.533 0.0799
Flow v5.0 Design Report: 100 year +40% 120 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 120 minute winter. 360 minute analysis at 2 minute timestep. Mass balance: 98.95%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
120 minute winter SWMH1/1 120 96.729 1.149 68.0 2.4695 0.0000FLOOD RISK 3.001 SWMH1/2 -53.5 1.799 -0.429 0.2986
120 minute winter SWMH1/2 120 96.729 2.101 53.5 5.7885 0.0000FLOOD RISK 3.002 SWMH1/3 -48.5 0.344 -0.068 16.9887
120 minute winter SWMH1/3 120 96.729 2.229 47.4 6.1167 0.0000SURCHARGED 1.002 SWMH1/4 -30.2 0.194 -0.055 7.6458
120 minute winter SWMH1/4 120 96.729 2.264 29.5 5.7621 0.0000SURCHARGED 1.003 SWMH1/5 -7.6 0.215 -0.014 5.4694
120 minute winter SWMH1/5 120 96.729 2.289 11.7 5.8257 0.0000SURCHARGED Hydro-Brake® SWMH1/6 5.0
120 minute winter SWMH1/6 120 94.409 0.036 5.0 0.0915 0.0000OK 1.005 EXTG SWMH 21 5.0 1.593 0.115 0.0246 95.2
120 minute winter EXTG SWMH 21 120 93.944 0.034 5.0 0.0000 0.0000OK
120 minute winter SWMH2/1 120 96.729 0.757 10.6 1.3469 0.0000SURCHARGED 2.000 SWMH2/2 10.6 1.849 0.078 0.2885
120 minute winter SWMH2/2 120 96.729 1.768 54.2 4.4999 0.0000SURCHARGED 1.001 SWMH1/3 -46.5 0.312 -0.032 15.0521
120 minute winter SWMH3/1 120 96.729 0.689 21.9 1.8435 0.0000SURCHARGED 4.000 SWMH1/4 21.9 2.966 0.095 0.2162
120 minute winter SWMH4/1 120 96.729 1.094 10.8 2.0667 0.0000SURCHARGED 5.000 SWMH1/5 11.6 1.906 0.069 0.2526
120 minute winter POND 120 96.729 0.589 54.4 42.6553 0.0000SURCHARGED 1.000 SWMH2/2 -54.4 -0.498 -0.070 2.4332
120 minute winter TANK 120 96.729 1.129 68.1 39.1243 0.0000FLOOD RISK 3.000 SWMH1/1 -68.1 -2.051 -1.313 0.0799
Flow v5.0 Design Report: 100 year +40% 180 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 180 minute summer. 420 minute analysis at 4 minute timestep. Mass balance: 99.08%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
180 minute summer SWMH1/1 180 96.575 0.995 62.3 2.1382 0.0000SURCHARGED 3.001 SWMH1/2 -48.4 1.674 -0.388 0.2986
180 minute summer SWMH1/2 180 96.575 1.947 48.0 5.3637 0.0000SURCHARGED 3.002 SWMH1/3 -43.3 0.324 -0.061 16.9887
180 minute summer SWMH1/3 180 96.575 2.075 43.2 5.6935 0.0000SURCHARGED 1.002 SWMH1/4 -27.1 0.179 -0.049 7.6458
180 minute summer SWMH1/4 180 96.575 2.110 27.0 5.3697 0.0000SURCHARGED 1.003 SWMH1/5 10.8 0.178 0.020 5.4694
180 minute summer SWMH1/5 180 96.575 2.135 10.8 5.4333 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.8
180 minute summer SWMH1/6 180 94.408 0.035 4.8 0.0899 0.0000OK 1.005 EXTG SWMH 21 4.8 1.579 0.111 0.0240 106.2
180 minute summer EXTG SWMH 21 180 93.944 0.034 4.8 0.0000 0.0000OK
180 minute summer SWMH2/1 180 96.575 0.603 12.6 1.0726 0.0000SURCHARGED 2.000 SWMH2/2 10.1 1.836 0.075 0.2885
180 minute summer SWMH2/2 180 96.575 1.614 23.4 4.1074 0.0000SURCHARGED 1.001 SWMH1/3 -18.6 0.274 -0.013 15.0521
180 minute summer SWMH3/1 180 96.575 0.535 20.9 1.4311 0.0000SURCHARGED 4.000 SWMH1/4 20.9 2.738 0.091 0.2162
180 minute summer SWMH4/1 180 96.575 0.940 10.2 1.7755 0.0000SURCHARGED 5.000 SWMH1/5 10.2 1.688 0.060 0.2526
180 minute summer POND 180 96.575 0.435 21.2 27.9841 0.0000OK 1.000 SWMH2/2 -21.2 -0.189 -0.027 2.4212
180 minute summer TANK 180 96.575 0.975 61.4 38.9499 0.0000FLOOD RISK 3.000 SWMH1/1 -61.4 -1.578 -1.185 0.0799
Flow v5.0 Design Report: 100 year +40% 180 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 180 minute winter. 420 minute analysis at 4 minute timestep. Mass balance: 98.99%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
180 minute winter SWMH1/1 176 96.773 1.193 50.3 2.5645 0.0000FLOOD RISK 3.001 SWMH1/2 -40.1 1.621 -0.322 0.2986
180 minute winter SWMH1/2 176 96.773 2.145 39.1 5.9103 0.0000FLOOD RISK 3.002 SWMH1/3 -35.6 0.297 -0.050 16.9887
180 minute winter SWMH1/3 176 96.773 2.273 34.8 6.2379 0.0000SURCHARGED 1.002 SWMH1/4 -21.4 0.194 -0.039 7.6458
180 minute winter SWMH1/4 176 96.773 2.308 20.5 5.8746 0.0000SURCHARGED 1.003 SWMH1/5 10.8 0.200 0.020 5.4694
180 minute winter SWMH1/5 176 96.773 2.333 10.8 5.9382 0.0000SURCHARGED Hydro-Brake® SWMH1/6 5.0
180 minute winter SWMH1/6 180 94.409 0.036 5.0 0.0919 0.0000OK 1.005 EXTG SWMH 21 5.0 1.597 0.116 0.0247 110.8
180 minute winter EXTG SWMH 21 180 93.945 0.035 5.0 0.0000 0.0000OK
180 minute winter SWMH2/1 176 96.773 0.801 7.7 1.4256 0.0000SURCHARGED 2.000 SWMH2/2 7.7 1.700 0.057 0.2885
180 minute winter SWMH2/2 176 96.773 1.812 41.0 4.6123 0.0000SURCHARGED 1.001 SWMH1/3 -33.7 0.236 -0.023 15.0521
180 minute winter SWMH3/1 176 96.773 0.733 16.1 1.9619 0.0000SURCHARGED 4.000 SWMH1/4 16.1 2.715 0.070 0.2162
180 minute winter SWMH4/1 176 96.773 1.138 8.6 2.1503 0.0000FLOOD RISK 5.000 SWMH1/5 8.2 1.715 0.048 0.2526
180 minute winter POND 176 96.773 0.633 42.0 47.3125 0.0000SURCHARGED 1.000 SWMH2/2 -42.0 -0.399 -0.054 2.4332
180 minute winter TANK 176 96.773 1.173 51.1 39.1743 0.0000FLOOD RISK 3.000 SWMH1/1 -51.1 -1.697 -0.986 0.0799
Flow v5.0 Design Report: 100 year +40% 240 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 240 minute summer. 480 minute analysis at 4 minute timestep. Mass balance: 99.12%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
240 minute summer SWMH1/1 236 96.558 0.978 55.9 2.1015 0.0000SURCHARGED 3.001 SWMH1/2 -44.3 1.621 -0.355 0.2986
240 minute summer SWMH1/2 236 96.558 1.930 43.5 5.3167 0.0000SURCHARGED 3.002 SWMH1/3 -39.5 0.303 -0.056 16.9887
240 minute summer SWMH1/3 236 96.558 2.058 38.5 5.6467 0.0000SURCHARGED 1.002 SWMH1/4 -24.3 0.181 -0.044 7.6458
240 minute summer SWMH1/4 236 96.558 2.093 23.3 5.3263 0.0000SURCHARGED 1.003 SWMH1/5 13.0 0.189 0.024 5.4694
240 minute summer SWMH1/5 236 96.558 2.118 13.0 5.3899 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.8
240 minute summer SWMH1/6 236 94.408 0.035 4.8 0.0897 0.0000OK 1.005 EXTG SWMH 21 4.8 1.577 0.111 0.0239 120.2
240 minute summer EXTG SWMH 21 236 93.944 0.034 4.8 0.0000 0.0000OK
240 minute summer SWMH2/1 236 96.558 0.586 9.2 1.0422 0.0000SURCHARGED 2.000 SWMH2/2 8.4 1.729 0.062 0.2885
240 minute summer SWMH2/2 236 96.558 1.597 21.8 4.0639 0.0000SURCHARGED 1.001 SWMH1/3 -16.7 0.272 -0.012 15.0521
240 minute summer SWMH3/1 236 96.558 0.518 17.4 1.3854 0.0000SURCHARGED 4.000 SWMH1/4 17.4 2.569 0.076 0.2162
240 minute summer SWMH4/1 236 96.558 0.923 9.5 1.7433 0.0000SURCHARGED 5.000 SWMH1/5 9.2 1.688 0.054 0.2526
240 minute summer POND 236 96.558 0.418 21.0 26.5133 0.0000OK 1.000 SWMH2/2 -21.0 -0.197 -0.027 2.3951
240 minute summer TANK 236 96.558 0.958 56.2 38.9306 0.0000FLOOD RISK 3.000 SWMH1/1 -56.2 -1.637 -1.083 0.0799
Flow v5.0 Design Report: 100 year +40% 240 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 240 minute winter. 480 minute analysis at 4 minute timestep. Mass balance: 99.05%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
240 minute winter SWMH1/1 232 96.771 1.191 39.5 2.5603 0.0000FLOOD RISK 3.001 SWMH1/2 -31.3 1.582 -0.251 0.2986
240 minute winter SWMH1/2 232 96.771 2.143 30.7 5.9048 0.0000FLOOD RISK 3.002 SWMH1/3 -27.9 0.270 -0.039 16.9887
240 minute winter SWMH1/3 232 96.771 2.271 27.2 6.2325 0.0000SURCHARGED 1.002 SWMH1/4 -16.6 0.197 -0.030 7.6458
240 minute winter SWMH1/4 232 96.771 2.306 15.8 5.8695 0.0000SURCHARGED 1.003 SWMH1/5 4.8 0.183 0.009 5.4694
240 minute winter SWMH1/5 232 96.771 2.331 7.0 5.9332 0.0000SURCHARGED Hydro-Brake® SWMH1/6 5.0
240 minute winter SWMH1/6 232 94.409 0.036 5.0 0.0919 0.0000OK 1.005 EXTG SWMH 21 5.0 1.596 0.116 0.0247 125.4
240 minute winter EXTG SWMH 21 232 93.945 0.035 5.0 0.0000 0.0000OK
240 minute winter SWMH2/1 232 96.771 0.799 6.2 1.4220 0.0000SURCHARGED 2.000 SWMH2/2 6.2 1.578 0.046 0.2885
240 minute winter SWMH2/2 232 96.771 1.810 29.8 4.6072 0.0000SURCHARGED 1.001 SWMH1/3 -24.4 0.237 -0.017 15.0521
240 minute winter SWMH3/1 232 96.771 0.731 13.0 1.9565 0.0000SURCHARGED 4.000 SWMH1/4 13.0 2.519 0.056 0.2162
240 minute winter SWMH4/1 232 96.771 1.136 6.4 2.1465 0.0000FLOOD RISK 5.000 SWMH1/5 6.7 1.662 0.040 0.2526
240 minute winter POND 232 96.771 0.631 29.4 47.0978 0.0000SURCHARGED 1.000 SWMH2/2 -29.4 -0.278 -0.038 2.4332
240 minute winter TANK 232 96.771 1.171 39.9 39.1721 0.0000FLOOD RISK 3.000 SWMH1/1 -39.9 -1.473 -0.770 0.0799
Flow v5.0 Design Report: 100 year +40% 360 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 360 minute summer. 600 minute analysis at 8 minute timestep. Mass balance: 99.27%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
360 minute summer SWMH1/1 296 96.504 0.924 39.0 1.9853 0.0000SURCHARGED 3.001 SWMH1/2 -30.4 1.484 -0.244 0.2986
360 minute summer SWMH1/2 296 96.504 1.876 30.1 5.1678 0.0000SURCHARGED 3.002 SWMH1/3 -27.1 0.226 -0.038 16.9887
360 minute summer SWMH1/3 296 96.504 2.004 26.7 5.4984 0.0000SURCHARGED 1.002 SWMH1/4 -16.1 0.174 -0.029 7.6458
360 minute summer SWMH1/4 296 96.504 2.039 15.8 5.1887 0.0000SURCHARGED 1.003 SWMH1/5 4.5 0.112 0.008 5.4694
360 minute summer SWMH1/5 296 96.504 2.064 6.5 5.2523 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.8
360 minute summer SWMH1/6 296 94.408 0.035 4.8 0.0892 0.0000OK 1.005 EXTG SWMH 21 4.8 1.572 0.110 0.0237 145.9
360 minute summer EXTG SWMH 21 296 93.944 0.034 4.8 0.0000 0.0000OK
360 minute summer SWMH2/1 296 96.504 0.532 6.3 0.9461 0.0000SURCHARGED 2.000 SWMH2/2 6.3 1.528 0.046 0.2885
360 minute summer SWMH2/2 296 96.504 1.543 16.5 3.9264 0.0000SURCHARGED 1.001 SWMH1/3 -11.6 0.161 -0.008 15.0521
360 minute summer SWMH3/1 296 96.504 0.464 13.0 1.2408 0.0000SURCHARGED 4.000 SWMH1/4 13.0 2.432 0.056 0.2162
360 minute summer SWMH4/1 296 96.504 0.869 6.4 1.6411 0.0000SURCHARGED 5.000 SWMH1/5 6.5 1.604 0.038 0.2526
360 minute summer POND 296 96.504 0.364 12.9 22.0573 0.0000OK 1.000 SWMH2/2 -12.9 -0.122 -0.017 2.2708
360 minute summer TANK 296 96.504 0.904 39.0 38.8695 0.0000SURCHARGED 3.000 SWMH1/1 -39.0 -1.326 -0.753 0.0799
Flow v5.0 Design Report: 100 year +40% 360 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 360 minute winter. 600 minute analysis at 8 minute timestep. Mass balance: 99.18%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
360 minute winter SWMH1/1 328 96.727 1.147 22.4 2.4654 0.0000FLOOD RISK 3.001 SWMH1/2 -16.3 1.422 -0.130 0.2986
360 minute winter SWMH1/2 336 96.727 2.099 16.7 5.7832 0.0000FLOOD RISK 3.002 SWMH1/3 -14.6 0.216 -0.021 16.9887
360 minute winter SWMH1/3 336 96.727 2.227 23.0 6.1114 0.0000SURCHARGED 1.002 SWMH1/4 -11.3 0.188 -0.020 7.6458
360 minute winter SWMH1/4 336 96.727 2.262 11.0 5.7572 0.0000SURCHARGED 1.003 SWMH1/5 4.8 0.120 0.009 5.4694
360 minute winter SWMH1/5 336 96.727 2.287 5.8 5.8208 0.0000SURCHARGED Hydro-Brake® SWMH1/6 5.0
360 minute winter SWMH1/6 336 94.409 0.036 5.0 0.0915 0.0000OK 1.005 EXTG SWMH 21 5.0 1.593 0.115 0.0246 153.2
360 minute winter EXTG SWMH 21 336 93.944 0.034 5.0 0.0000 0.0000OK
360 minute winter SWMH2/1 336 96.727 0.755 4.6 1.3435 0.0000SURCHARGED 2.000 SWMH2/2 4.6 1.476 0.034 0.2885
360 minute winter SWMH2/2 336 96.727 1.766 25.9 4.4949 0.0000SURCHARGED 1.001 SWMH1/3 -23.2 0.194 -0.016 15.0521
360 minute winter SWMH3/1 336 96.727 0.687 9.5 1.8384 0.0000SURCHARGED 4.000 SWMH1/4 9.5 2.378 0.041 0.2162
360 minute winter SWMH4/1 336 96.727 1.092 4.6 2.0631 0.0000SURCHARGED 5.000 SWMH1/5 5.6 1.503 0.033 0.2526
360 minute winter POND 336 96.727 0.587 24.7 42.4525 0.0000SURCHARGED 1.000 SWMH2/2 -24.7 -0.255 -0.032 2.4332
360 minute winter TANK 328 96.727 1.127 22.0 39.1221 0.0000FLOOD RISK 3.000 SWMH1/1 -22.0 -0.814 -0.424 0.0799
Flow v5.0 Design Report: 100 year +40% 480 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 480 minute summer. 720 minute analysis at 8 minute timestep. Mass balance: 99.37%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
480 minute summer SWMH1/1 360 96.455 0.875 24.9 1.8794 0.0000SURCHARGED 3.001 SWMH1/2 -18.2 1.483 -0.146 0.2986
480 minute summer SWMH1/2 360 96.454 1.826 18.6 5.0320 0.0000SURCHARGED 3.002 SWMH1/3 -16.3 0.218 -0.023 16.9887
480 minute summer SWMH1/3 360 96.454 1.954 16.7 5.3631 0.0000SURCHARGED 1.002 SWMH1/4 -9.8 0.182 -0.018 7.6458
480 minute summer SWMH1/4 360 96.454 1.989 10.2 5.0633 0.0000SURCHARGED 1.003 SWMH1/5 4.4 0.120 0.008 5.4694
480 minute summer SWMH1/5 360 96.454 2.014 6.4 5.1269 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.7
480 minute summer SWMH1/6 360 94.408 0.035 4.7 0.0886 0.0000OK 1.005 EXTG SWMH 21 4.7 1.567 0.108 0.0235 170.0
480 minute summer EXTG SWMH 21 360 93.943 0.033 4.7 0.0000 0.0000OK
480 minute summer SWMH2/1 360 96.455 0.483 4.9 0.8584 0.0000SURCHARGED 2.000 SWMH2/2 4.9 1.508 0.036 0.2885
480 minute summer SWMH2/2 360 96.455 1.493 10.5 3.8009 0.0000SURCHARGED 1.001 SWMH1/3 -7.2 0.157 -0.005 15.0521
480 minute summer SWMH3/1 360 96.455 0.415 10.1 1.1090 0.0000SURCHARGED 4.000 SWMH1/4 10.1 2.364 0.044 0.2162
480 minute summer SWMH4/1 360 96.455 0.820 4.9 1.5480 0.0000SURCHARGED 5.000 SWMH1/5 4.4 1.558 0.026 0.2526
480 minute summer POND 360 96.455 0.315 8.8 18.2592 0.0000OK 1.000 SWMH2/2 -8.8 -0.080 -0.011 2.1252
480 minute summer TANK 360 96.455 0.855 24.5 38.8137 0.0000SURCHARGED 3.000 SWMH1/1 -24.5 -0.788 -0.473 0.0799
Flow v5.0 Design Report: 100 year +40% 480 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 480 minute winter. 720 minute analysis at 8 minute timestep. Mass balance: 99.30%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
480 minute winter SWMH1/1 376 96.670 1.090 16.9 2.3417 0.0000SURCHARGED 3.001 SWMH1/2 -11.9 1.373 -0.095 0.2986
480 minute winter SWMH1/2 376 96.670 2.042 12.3 5.6247 0.0000SURCHARGED 3.002 SWMH1/3 -10.6 0.207 -0.015 16.9887
480 minute winter SWMH1/3 376 96.670 2.170 11.0 5.9534 0.0000SURCHARGED 1.002 SWMH1/4 -6.1 0.160 -0.011 7.6458
480 minute winter SWMH1/4 376 96.670 2.205 8.5 5.6107 0.0000SURCHARGED 1.003 SWMH1/5 5.7 0.147 0.010 5.4694
480 minute winter SWMH1/5 376 96.670 2.230 7.1 5.6744 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.9
480 minute winter SWMH1/6 376 94.409 0.036 4.9 0.0909 0.0000OK 1.005 EXTG SWMH 21 4.9 1.587 0.114 0.0244 178.5
480 minute winter EXTG SWMH 21 376 93.944 0.034 4.9 0.0000 0.0000OK
480 minute winter SWMH2/1 376 96.670 0.698 3.6 1.2411 0.0000SURCHARGED 2.000 SWMH2/2 5.6 1.395 0.041 0.2885
480 minute winter SWMH2/2 376 96.670 1.709 12.3 4.3485 0.0000SURCHARGED 1.001 SWMH1/3 -9.6 0.177 -0.007 15.0521
480 minute winter SWMH3/1 376 96.670 0.630 7.5 1.6845 0.0000SURCHARGED 4.000 SWMH1/4 8.1 2.259 0.035 0.2162
480 minute winter SWMH4/1 376 96.670 1.035 3.7 1.9544 0.0000SURCHARGED 5.000 SWMH1/5 3.4 1.484 0.020 0.2526
480 minute winter POND 376 96.670 0.530 11.4 36.7004 0.0000SURCHARGED 1.000 SWMH2/2 -11.4 -0.103 -0.015 2.4332
480 minute winter TANK 376 96.670 1.070 16.5 39.0571 0.0000FLOOD RISK 3.000 SWMH1/1 -16.5 -0.706 -0.318 0.0799
Flow v5.0 Design Report: 100 year +40% 600 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 600 minute summer. 840 minute analysis at 15 minute timestep. Mass balance: 99.40%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
600 minute summer SWMH1/1 435 96.399 0.819 19.4 1.7592 0.0000SURCHARGED 3.001 SWMH1/2 -14.0 1.431 -0.113 0.2986
600 minute summer SWMH1/2 435 96.399 1.771 14.3 4.8779 0.0000SURCHARGED 3.002 SWMH1/3 -12.4 0.191 -0.018 16.9887
600 minute summer SWMH1/3 435 96.399 1.899 12.7 5.2097 0.0000SURCHARGED 1.002 SWMH1/4 -7.0 0.143 -0.013 7.6458
600 minute summer SWMH1/4 435 96.399 1.934 8.2 4.9209 0.0000SURCHARGED 1.003 SWMH1/5 4.1 0.100 0.007 5.4694
600 minute summer SWMH1/5 435 96.399 1.959 6.8 4.9845 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.6
600 minute summer SWMH1/6 435 94.408 0.035 4.6 0.0880 0.0000OK 1.005 EXTG SWMH 21 4.6 1.562 0.107 0.0233 190.1
600 minute summer EXTG SWMH 21 435 93.943 0.033 4.6 0.0000 0.0000OK
600 minute summer SWMH2/1 435 96.399 0.427 3.9 0.7589 0.0000SURCHARGED 2.000 SWMH2/2 3.9 1.394 0.029 0.2885
600 minute summer SWMH2/2 435 96.399 1.438 9.2 3.6586 0.0000SURCHARGED 1.001 SWMH1/3 -5.3 0.150 -0.004 15.0521
600 minute summer SWMH3/1 435 96.399 0.359 8.2 0.9593 0.0000SURCHARGED 4.000 SWMH1/4 8.2 2.326 0.036 0.2162
600 minute summer SWMH4/1 435 96.399 0.764 4.0 1.4424 0.0000SURCHARGED 5.000 SWMH1/5 4.0 1.422 0.024 0.2526
600 minute summer POND 435 96.399 0.259 5.8 14.2563 0.0000OK 1.000 SWMH2/2 -5.8 -0.050 -0.007 1.9402
600 minute summer TANK 435 96.399 0.799 19.1 38.7505 0.0000SURCHARGED 3.000 SWMH1/1 -19.1 0.593 -0.369 0.0799
Flow v5.0 Design Report: 100 year +40% 600 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 600 minute winter. 840 minute analysis at 15 minute timestep. Mass balance: 99.40%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
600 minute winter SWMH1/1 465 96.602 1.022 14.1 2.1970 0.0000SURCHARGED 3.001 SWMH1/2 -10.0 1.309 -0.080 0.2986
600 minute winter SWMH1/2 465 96.602 1.974 10.3 5.4391 0.0000SURCHARGED 3.002 SWMH1/3 -8.9 0.203 -0.012 16.9887
600 minute winter SWMH1/3 465 96.602 2.102 9.1 5.7686 0.0000SURCHARGED 1.002 SWMH1/4 -4.6 0.173 -0.008 7.6458
600 minute winter SWMH1/4 465 96.602 2.137 6.2 5.4393 0.0000SURCHARGED 1.003 SWMH1/5 4.5 0.118 0.008 5.4694
600 minute winter SWMH1/5 465 96.602 2.162 5.2 5.5029 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.9
600 minute winter SWMH1/6 465 94.408 0.035 4.9 0.0902 0.0000OK 1.005 EXTG SWMH 21 4.9 1.581 0.112 0.0241 200.8
600 minute winter EXTG SWMH 21 465 93.944 0.034 4.9 0.0000 0.0000OK
600 minute winter SWMH2/1 465 96.602 0.630 3.0 1.1213 0.0000SURCHARGED 2.000 SWMH2/2 3.0 1.313 0.022 0.2885
600 minute winter SWMH2/2 465 96.602 1.641 9.0 4.1770 0.0000SURCHARGED 1.001 SWMH1/3 -7.0 0.142 -0.005 15.0521
600 minute winter SWMH3/1 465 96.602 0.562 6.2 1.5042 0.0000SURCHARGED 4.000 SWMH1/4 6.2 2.189 0.027 0.2162
600 minute winter SWMH4/1 465 96.602 0.967 3.1 1.8272 0.0000SURCHARGED 5.000 SWMH1/5 2.9 1.443 0.017 0.2526
600 minute winter POND 465 96.602 0.462 8.0 30.4065 0.0000SURCHARGED 1.000 SWMH2/2 -8.0 -0.077 -0.010 2.4332
600 minute winter TANK 465 96.602 1.002 13.9 38.9808 0.0000FLOOD RISK 3.000 SWMH1/1 -13.9 -0.515 -0.268 0.0799
Flow v5.0 Design Report: 100 year +40% 720 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 720 minute summer. 960 minute analysis at 15 minute timestep. Mass balance: 99.66%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
720 minute summer SWMH1/1 495 96.351 0.771 16.9 1.6577 0.0000SURCHARGED 3.001 SWMH1/2 -12.1 1.393 -0.097 0.2986
720 minute summer SWMH1/2 495 96.351 1.723 12.4 4.7478 0.0000SURCHARGED 3.002 SWMH1/3 -10.8 0.197 -0.015 16.9887
720 minute summer SWMH1/3 495 96.351 1.851 11.1 5.0801 0.0000SURCHARGED 1.002 SWMH1/4 -6.0 0.154 -0.011 7.6458
720 minute summer SWMH1/4 495 96.351 1.886 7.2 4.8008 0.0000SURCHARGED 1.003 SWMH1/5 4.0 0.107 0.007 5.4694
720 minute summer SWMH1/5 495 96.351 1.911 5.6 4.8644 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.6
720 minute summer SWMH1/6 495 94.407 0.034 4.6 0.0875 0.0000OK 1.005 EXTG SWMH 21 4.6 1.557 0.106 0.0231 209.1
720 minute summer EXTG SWMH 21 495 93.943 0.033 4.6 0.0000 0.0000OK
720 minute summer SWMH2/1 495 96.351 0.379 3.5 0.6749 0.0000SURCHARGED 2.000 SWMH2/2 3.5 1.355 0.026 0.2885
720 minute summer SWMH2/2 495 96.351 1.390 9.6 3.5385 0.0000SURCHARGED 1.001 SWMH1/3 -6.1 0.147 -0.004 15.0521
720 minute summer SWMH3/1 495 96.351 0.311 7.2 0.8331 0.0000SURCHARGED 4.000 SWMH1/4 7.2 2.174 0.031 0.2162
720 minute summer SWMH4/1 495 96.351 0.716 3.5 1.3532 0.0000SURCHARGED 5.000 SWMH1/5 3.5 1.422 0.021 0.2526
720 minute summer POND 495 96.351 0.211 6.2 11.1329 0.0000OK 1.000 SWMH2/2 -6.2 -0.066 -0.008 1.7780
720 minute summer TANK 495 96.351 0.751 16.6 38.6971 0.0000SURCHARGED 3.000 SWMH1/1 -16.6 0.592 -0.321 0.0799
Flow v5.0 Design Report: 100 year +40% 720 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 720 minute winter. 960 minute analysis at 15 minute timestep. Mass balance: 99.48%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
720 minute winter SWMH1/1 540 96.545 0.965 12.0 2.0727 0.0000SURCHARGED 3.001 SWMH1/2 -8.4 1.285 -0.067 0.2986
720 minute winter SWMH1/2 540 96.544 1.916 8.4 5.2799 0.0000SURCHARGED 3.002 SWMH1/3 -7.2 0.192 -0.010 16.9887
720 minute winter SWMH1/3 540 96.544 2.044 7.3 5.6101 0.0000SURCHARGED 1.002 SWMH1/4 4.0 0.173 0.007 7.6458
720 minute winter SWMH1/4 540 96.544 2.079 5.7 5.2923 0.0000SURCHARGED 1.003 SWMH1/5 4.3 0.114 0.008 5.4694
720 minute winter SWMH1/5 540 96.544 2.104 5.4 5.3559 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.8
720 minute winter SWMH1/6 540 94.408 0.035 4.8 0.0896 0.0000OK 1.005 EXTG SWMH 21 4.8 1.576 0.111 0.0239 223.2
720 minute winter EXTG SWMH 21 540 93.944 0.034 4.8 0.0000 0.0000OK
720 minute winter SWMH2/1 540 96.545 0.573 2.6 1.0185 0.0000SURCHARGED 2.000 SWMH2/2 2.6 1.284 0.019 0.2885
720 minute winter SWMH2/2 540 96.544 1.583 7.1 4.0300 0.0000SURCHARGED 1.001 SWMH1/3 -5.2 0.155 -0.004 15.0521
720 minute winter SWMH3/1 540 96.545 0.505 5.4 1.3497 0.0000SURCHARGED 4.000 SWMH1/4 5.4 2.098 0.023 0.2162
720 minute winter SWMH4/1 540 96.544 0.909 2.7 1.7180 0.0000SURCHARGED 5.000 SWMH1/5 2.4 1.378 0.014 0.2526
720 minute winter POND 540 96.545 0.405 6.5 25.3875 0.0000OK 1.000 SWMH2/2 -6.5 -0.061 -0.008 2.3695
720 minute winter TANK 540 96.545 0.945 11.7 38.9155 0.0000SURCHARGED 3.000 SWMH1/1 -11.7 -0.509 -0.226 0.0799
Flow v5.0 Design Report: 100 year +40% 960 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 960 minute summer. 1200 minute analysis at 15 minute timestep. Mass balance: 99.88%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
960 minute summer SWMH1/1 630 96.255 0.675 15.2 1.4506 0.0000SURCHARGED 3.001 SWMH1/2 -11.3 1.273 -0.091 0.2986
960 minute summer SWMH1/2 630 96.255 1.627 11.2 4.4823 0.0000SURCHARGED 3.002 SWMH1/3 -9.9 0.197 -0.014 16.9887
960 minute summer SWMH1/3 630 96.255 1.755 9.9 4.8156 0.0000SURCHARGED 1.002 SWMH1/4 -5.4 0.156 -0.010 7.6458
960 minute summer SWMH1/4 630 96.255 1.790 5.8 4.5554 0.0000SURCHARGED 1.003 SWMH1/5 3.9 0.113 0.007 5.4694
960 minute summer SWMH1/5 630 96.255 1.815 5.0 4.6190 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.5
960 minute summer SWMH1/6 630 94.407 0.034 4.5 0.0864 0.0000OK 1.005 EXTG SWMH 21 4.5 1.547 0.103 0.0227 244.1
960 minute summer EXTG SWMH 21 630 93.943 0.033 4.5 0.0000 0.0000OK
960 minute summer SWMH2/1 630 96.255 0.283 2.8 0.5034 0.0000SURCHARGED 2.000 SWMH2/2 2.8 1.341 0.021 0.2885
960 minute summer SWMH2/2 630 96.255 1.294 8.4 3.2931 0.0000SURCHARGED 1.001 SWMH1/3 -5.6 0.150 -0.004 15.0521
960 minute summer SWMH3/1 630 96.255 0.215 5.8 0.5752 0.0000OK 4.000 SWMH1/4 5.8 2.144 0.025 0.2145
960 minute summer SWMH4/1 630 96.255 0.620 2.9 1.1711 0.0000SURCHARGED 5.000 SWMH1/5 3.2 1.400 0.019 0.2526
960 minute summer POND 630 96.255 0.115 4.0 5.4769 0.0000OK 1.000 SWMH2/2 -4.0 -0.043 -0.005 1.4615
960 minute summer TANK 630 96.255 0.655 15.2 38.5881 0.0000SURCHARGED 3.000 SWMH1/1 -15.2 -0.886 -0.294 0.0799
Flow v5.0 Design Report: 100 year +40% 960 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 960 minute winter. 1200 minute analysis at 15 minute timestep. Mass balance: 99.80%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
960 minute winter SWMH1/1 690 96.430 0.850 8.4 1.8273 0.0000SURCHARGED 3.001 SWMH1/2 -5.5 1.234 -0.044 0.2986
960 minute winter SWMH1/2 690 96.430 1.802 5.7 4.9653 0.0000SURCHARGED 3.002 SWMH1/3 -4.7 0.196 -0.007 16.9887
960 minute winter SWMH1/3 690 96.430 1.930 5.0 5.2967 0.0000SURCHARGED 1.002 SWMH1/4 3.8 0.164 0.007 7.6458
960 minute winter SWMH1/4 690 96.430 1.965 5.1 5.0016 0.0000SURCHARGED 1.003 SWMH1/5 4.4 0.122 0.008 5.4694
960 minute winter SWMH1/5 690 96.430 1.990 5.0 5.0652 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.7
960 minute winter SWMH1/6 690 94.408 0.035 4.7 0.0884 0.0000OK 1.005 EXTG SWMH 21 4.7 1.565 0.108 0.0234 261.7
960 minute winter EXTG SWMH 21 690 93.943 0.033 4.7 0.0000 0.0000OK
960 minute winter SWMH2/1 690 96.430 0.458 2.1 0.8153 0.0000SURCHARGED 2.000 SWMH2/2 2.1 1.218 0.016 0.2885
960 minute winter SWMH2/2 690 96.430 1.469 5.0 3.7393 0.0000SURCHARGED 1.001 SWMH1/3 -3.7 0.147 -0.003 15.0521
960 minute winter SWMH3/1 690 96.430 0.390 4.3 1.0442 0.0000SURCHARGED 4.000 SWMH1/4 4.7 2.063 0.021 0.2162
960 minute winter SWMH4/1 690 96.430 0.795 2.1 1.5023 0.0000SURCHARGED 5.000 SWMH1/5 2.4 1.305 0.014 0.2526
960 minute winter POND 690 96.430 0.290 4.3 16.4863 0.0000OK 1.000 SWMH2/2 -4.3 -0.042 -0.006 2.0467
960 minute winter TANK 690 96.430 0.830 8.3 38.7863 0.0000SURCHARGED 3.000 SWMH1/1 -8.3 0.636 -0.159 0.0799
Flow v5.0 Design Report: 100 year +40% 1440 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 1440 minute summer. 1680 minute analysis at 30 minute timestep. Mass balance: 99.99%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
1440 minute summer SWMH1/1 930 95.954 0.374 6.0 0.8029 0.0000SURCHARGED 3.001 SWMH1/2 -3.7 1.191 -0.029 0.2986
1440 minute summer SWMH1/2 930 95.954 1.326 3.8 3.6519 0.0000SURCHARGED 3.002 SWMH1/3 -3.0 0.189 -0.004 16.9887
1440 minute summer SWMH1/3 930 95.954 1.454 4.3 3.9886 0.0000SURCHARGED 1.002 SWMH1/4 3.0 0.151 0.005 7.6458
1440 minute summer SWMH1/4 930 95.954 1.489 4.1 3.7884 0.0000SURCHARGED 1.003 SWMH1/5 3.6 0.108 0.007 5.4694
1440 minute summer SWMH1/5 930 95.954 1.514 4.5 3.8520 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.1
1440 minute summer SWMH1/6 930 94.405 0.032 4.1 0.0827 0.0000OK 1.005 EXTG SWMH 21 4.1 1.511 0.095 0.0214 297.5
1440 minute summer EXTG SWMH 21 930 93.941 0.031 4.1 0.0000 0.0000OK
1440 minute summer SWMH2/1 720 95.992 0.020 2.0 0.0349 0.0000OK 2.000 SWMH2/2 2.0 1.218 0.015 0.1495
1440 minute summer SWMH2/2 930 95.954 0.993 3.3 2.5261 0.0000SURCHARGED 1.001 SWMH1/3 1.6 0.147 0.001 15.0521
1440 minute summer SWMH3/1 750 96.061 0.021 4.1 0.0558 0.0000OK 4.000 SWMH1/4 4.1 2.063 0.018 0.1131
1440 minute summer SWMH4/1 930 95.954 0.319 2.0 0.6018 0.0000SURCHARGED 5.000 SWMH1/5 2.0 1.280 0.012 0.2526
1440 minute summer POND 30 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
1440 minute summer TANK 930 95.954 0.354 5.8 33.8181 0.0000SURCHARGED 3.000 SWMH1/1 -5.8 0.452 -0.112 0.0799
Flow v5.0 Design Report: 100 year +40% 1440 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 1440 minute winter. 1680 minute analysis at 30 minute timestep. Mass balance: 99.89%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
1440 minute winter SWMH1/1 990 96.160 0.580 5.9 1.2455 0.0000SURCHARGED 3.001 SWMH1/2 -3.8 1.134 -0.031 0.2986
1440 minute winter SWMH1/2 990 96.160 1.532 4.1 4.2195 0.0000SURCHARGED 3.002 SWMH1/3 -3.4 0.196 -0.005 16.9887
1440 minute winter SWMH1/3 990 96.160 1.660 3.5 4.5538 0.0000SURCHARGED 1.002 SWMH1/4 3.1 0.162 0.006 7.6458
1440 minute winter SWMH1/4 990 96.160 1.695 3.9 4.3127 0.0000SURCHARGED 1.003 SWMH1/5 3.7 0.110 0.007 5.4694
1440 minute winter SWMH1/5 990 96.160 1.720 4.5 4.3763 0.0000SURCHARGED Hydro-Brake® SWMH1/6 4.4
1440 minute winter SWMH1/6 990 94.407 0.034 4.4 0.0853 0.0000OK 1.005 EXTG SWMH 21 4.4 1.537 0.101 0.0223 329.3
1440 minute winter EXTG SWMH 21 990 93.942 0.032 4.4 0.0000 0.0000OK
1440 minute winter SWMH2/1 990 96.160 0.188 1.5 0.3337 0.0000OK 2.000 SWMH2/2 1.5 1.115 0.011 0.2725
1440 minute winter SWMH2/2 990 96.160 1.199 3.6 3.0503 0.0000SURCHARGED 1.001 SWMH1/3 -2.1 0.144 -0.001 15.0521
1440 minute winter SWMH3/1 990 96.160 0.120 3.1 0.3198 0.0000OK 4.000 SWMH1/4 3.1 1.900 0.013 0.1664
1440 minute winter SWMH4/1 990 96.160 0.525 1.5 0.9910 0.0000SURCHARGED 5.000 SWMH1/5 1.5 1.250 0.009 0.2526
1440 minute winter POND 990 96.160 0.020 0.5 0.8346 0.0000OK 1.000 SWMH2/2 -0.5 -0.005 -0.001 1.2345
1440 minute winter TANK 990 96.160 0.560 5.3 38.4802 0.0000SURCHARGED 3.000 SWMH1/1 -5.3 0.514 -0.102 0.0799
Flow v5.0 Design Report: 100 year +40% 2160 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 2160 minute summer. 2400 minute analysis at 60 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
2160 minute summer SWMH1/1 1320 95.783 0.203 2.8 0.4361 0.0000OK 3.001 SWMH1/2 2.0 1.134 0.016 0.2909
2160 minute summer SWMH1/2 1320 95.783 1.155 2.6 3.1818 0.0000SURCHARGED 3.002 SWMH1/3 2.3 0.187 0.003 16.9887
2160 minute summer SWMH1/3 1320 95.783 1.283 3.2 3.5203 0.0000SURCHARGED 1.002 SWMH1/4 2.8 0.166 0.005 7.6458
2160 minute summer SWMH1/4 1320 95.783 1.318 3.7 3.3541 0.0000SURCHARGED 1.003 SWMH1/5 3.4 0.119 0.006 5.4694
2160 minute summer SWMH1/5 1320 95.783 1.343 4.2 3.4177 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.9
2160 minute summer SWMH1/6 1320 94.405 0.032 3.9 0.0804 0.0000OK 1.005 EXTG SWMH 21 3.9 1.488 0.090 0.0205 325.3
2160 minute summer EXTG SWMH 21 1320 93.940 0.030 3.9 0.0000 0.0000OK
2160 minute summer SWMH2/1 1140 95.989 0.017 1.4 0.0294 0.0000OK 2.000 SWMH2/2 1.4 1.092 0.010 0.1473
2160 minute summer SWMH2/2 1320 95.783 0.822 3.5 2.0918 0.0000SURCHARGED 1.001 SWMH1/3 -2.1 0.146 -0.001 15.0521
2160 minute summer SWMH3/1 1140 96.058 0.018 2.9 0.0474 0.0000OK 4.000 SWMH1/4 2.9 1.831 0.013 0.1120
2160 minute summer SWMH4/1 1320 95.783 0.148 1.4 0.2794 0.0000OK 5.000 SWMH1/5 1.4 1.188 0.008 0.2142
2160 minute summer POND 60 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
2160 minute summer TANK 1320 95.783 0.183 2.7 17.4936 0.0000OK 3.000 SWMH1/1 -2.7 0.317 -0.053 0.0727
Flow v5.0 Design Report: 100 year +40% 2160 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 2160 minute winter. 2400 minute analysis at 60 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
2160 minute winter SWMH1/1 1440 95.770 0.190 1.9 0.4085 0.0000OK 3.001 SWMH1/2 1.9 1.054 0.015 0.2837
2160 minute winter SWMH1/2 1440 95.770 1.142 2.0 3.1463 0.0000SURCHARGED 3.002 SWMH1/3 2.1 0.177 0.003 16.9887
2160 minute winter SWMH1/3 1440 95.770 1.270 2.8 3.4850 0.0000SURCHARGED 1.002 SWMH1/4 2.7 0.167 0.005 7.6458
2160 minute winter SWMH1/4 1440 95.770 1.305 3.6 3.3213 0.0000SURCHARGED 1.003 SWMH1/5 3.4 0.121 0.006 5.4694
2160 minute winter SWMH1/5 1440 95.770 1.330 4.1 3.3849 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.9
2160 minute winter SWMH1/6 1440 94.405 0.032 3.9 0.0802 0.0000OK 1.005 EXTG SWMH 21 3.9 1.486 0.089 0.0205 365.4
2160 minute winter EXTG SWMH 21 1440 93.940 0.030 3.9 0.0000 0.0000OK
2160 minute winter SWMH2/1 1140 95.987 0.015 1.1 0.0264 0.0000OK 2.000 SWMH2/2 1.1 1.017 0.008 0.1473
2160 minute winter SWMH2/2 1440 95.770 0.809 1.2 2.0590 0.0000SURCHARGED 1.001 SWMH1/3 1.2 0.137 0.001 15.0521
2160 minute winter SWMH3/1 1020 96.056 0.016 2.2 0.0421 0.0000OK 4.000 SWMH1/4 2.2 1.783 0.010 0.1114
2160 minute winter SWMH4/1 1440 95.770 0.135 1.1 0.2551 0.0000OK 5.000 SWMH1/5 1.1 1.155 0.006 0.2053
2160 minute winter POND 60 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.2166
2160 minute winter TANK 1440 95.770 0.170 1.7 16.2641 0.0000OK 3.000 SWMH1/1 -1.7 0.381 -0.033 0.0683
Flow v5.0 Design Report: 100 year +40% 2880 minute summer
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 2880 minute summer. 3120 minute analysis at 60 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
2880 minute summer SWMH1/1 1680 95.628 0.048 1.6 0.1025 0.0000OK 3.001 SWMH1/2 1.6 1.075 0.013 0.1723
2880 minute summer SWMH1/2 1680 95.628 1.000 2.1 2.7542 0.0000SURCHARGED 3.002 SWMH1/3 1.4 0.197 0.002 16.9887
2880 minute summer SWMH1/3 1680 95.628 1.128 3.0 3.0945 0.0000SURCHARGED 1.002 SWMH1/4 2.6 0.179 0.005 7.6458
2880 minute summer SWMH1/4 1680 95.628 1.163 3.6 2.9591 0.0000SURCHARGED 1.003 SWMH1/5 3.4 0.120 0.006 5.4694
2880 minute summer SWMH1/5 1680 95.628 1.188 4.2 3.0227 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
2880 minute summer SWMH1/6 1380 94.404 0.031 3.8 0.0796 0.0000OK 1.005 EXTG SWMH 21 3.8 1.480 0.088 0.0203 343.2
2880 minute summer EXTG SWMH 21 1380 93.940 0.030 3.8 0.0000 0.0000OK
2880 minute summer SWMH2/1 1500 95.987 0.015 1.1 0.0264 0.0000OK 2.000 SWMH2/2 1.1 1.017 0.008 0.0980
2880 minute summer SWMH2/2 1680 95.628 0.667 1.1 1.6968 0.0000OK 1.001 SWMH1/3 1.1 0.137 0.001 14.5982
2880 minute summer SWMH3/1 1440 96.057 0.017 2.4 0.0447 0.0000OK 4.000 SWMH1/4 2.4 1.855 0.010 0.1111
2880 minute summer SWMH4/1 1440 95.649 0.014 1.2 0.0262 0.0000OK 5.000 SWMH1/5 1.2 1.220 0.007 0.1290
2880 minute summer POND 60 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 1.0622
2880 minute summer TANK 1740 95.615 0.015 0.7 1.4597 0.0000OK 3.000 SWMH1/1 -0.7 -0.250 -0.014 0.0067
Flow v5.0 Design Report: 100 year +40% 2880 minute winter
W:\1 - ESTIMATES\EW836 - Feather Lane Nuneaton\04 - DESIGN\CIVIL\FLOW Design\EW836 Drainage Design_FULL.pfd Copyright © 1988-2017 Causeway Software Solutions Limited
Results for 100 year +40% 2880 minute winter. 3120 minute analysis at 60 minute timestep. Mass balance: 100.00%
EventUS Node
IDPeak
(mins)Level(m)
Depth(m)
Inflow(l/s)
NodeVol(m³)
Flood(m³)
StatusLinkID
DS NodeID
Outflow(l/s)
Velocity(m/s)
Flow/CapLinkVol(m³)
DischargeVol(m³)
2880 minute winter SWMH1/1 1500 95.596 0.016 1.2 0.0344 0.0000OK 3.001 SWMH1/2 1.2 0.985 0.010 0.1527
2880 minute winter SWMH1/2 1860 95.427 0.799 1.6 2.2013 0.0000SURCHARGED 3.002 SWMH1/3 1.2 0.182 0.002 16.9887
2880 minute winter SWMH1/3 1860 95.427 0.927 2.6 2.5437 0.0000SURCHARGED 1.002 SWMH1/4 2.6 0.167 0.005 7.6458
2880 minute winter SWMH1/4 1860 95.427 0.962 3.5 2.4484 0.0000SURCHARGED 1.003 SWMH1/5 3.4 0.121 0.006 5.4694
2880 minute winter SWMH1/5 1860 95.427 0.987 4.0 2.5120 0.0000SURCHARGED Hydro-Brake® SWMH1/6 3.8
2880 minute winter SWMH1/6 1380 94.404 0.031 3.8 0.0797 0.0000OK 1.005 EXTG SWMH 21 3.8 1.481 0.088 0.0203 389.2
2880 minute winter EXTG SWMH 21 1380 93.940 0.030 3.8 0.0000 0.0000OK
2880 minute winter SWMH2/1 1500 95.985 0.013 0.9 0.0239 0.0000OK 2.000 SWMH2/2 0.9 0.956 0.007 0.0068
2880 minute winter SWMH2/2 1860 95.427 0.466 0.9 1.1860 0.0000OK 1.001 SWMH1/3 0.9 0.137 0.001 12.4418
2880 minute winter SWMH3/1 1500 96.055 0.015 1.8 0.0392 0.0000OK 4.000 SWMH1/4 1.8 1.704 0.008 0.1106
2880 minute winter SWMH4/1 1440 95.647 0.012 0.9 0.0228 0.0000OK 5.000 SWMH1/5 0.9 1.120 0.005 0.1284
2880 minute winter POND 60 96.140 0.000 0.0 0.0000 0.0000OK 1.000 SWMH2/2 0.0 0.000 0.000 0.4075
2880 minute winter TANK 60 95.600 0.000 0.0 0.0000 0.0000OK 3.000 SWMH1/1 0.0 0.000 0.000 0.0012