CALCULATION CONTINUATION SHEET return period plus climate change with a 300mm freeboard on any...

CALCULATION CONTINUATION SHEETCOMPANY: CALCULATION NO: 287512A-HHE

PROJECT / TASK: A43 MOULTON BYPASS

SECTION C: CALCULATION DETAILS PAGE NO:

REF CALCULATION REV

ã Parsons Brinckerhoff

Scheme description

The proposals are to provide improvements to the existing A43 MoultonBypass by realigning the bypass through existing greenfield sites. This willfurther enable future land access for the proposed Overstone LeysDevelopment.

Existing conditions

The site is located east of Moulton, northeast of Northampton. The site isbordered by agricultural land and round spinney industrial estate along theeast boundary. The western boundary follows the existing A43. The site sitswithin Flood Zone 1. Refer to figure1 for the Environment Agency (EA) floodmapping. The bypass arrangement is to be located within Flood Zone 1.

Figure 1 EA Flood Map

The existing site is not located within a source protection zone but is underlainby secondary A aquifer strata which are likely to be of high permeability. Thearea is not located within a drinking water safe guard zone. This means thatinfiltration techniques may be employed for surface water disposal withouthaving a negative impact on water quality providing suitable SuDS techniquesare utilised to ensure sufficient sediments and hydrocarbons are removedprior to discharge however, the geotechnical desk studies undertaken to dateshow that there is a potential for cavities to exist within the geology of thesurrounding area. Further investigation will be required to confirm the locationof the cavities and their potential impact on any drainage solution. Due to therisk of presence of these cavities, infiltration drainage is excluded from thedrainage strategy at this stage.




REF CALCULATION REV


Greenfield runoff rate

Peter Brett Associates (PBA) undertook a Flood Risk Assessment (FRA) forthe Northampton North Sustainable Urban Extension, Overstone Leys inJanuary 2014. The A43 runs through the development masterplan and thedrained area is included within the overall drainage strategy. Appendix D of thePBA report includes various stakeholder consultation replies including liaisonwith the EA. The EA note that the IH124 Method for calculating the greenfieldrunoff for the site is preferred and refers to a joint Defra/EA report Preliminaryrainfall runoff management for developments (W5-074/A/TR/1, Revision E,January 2012). The Defra/EA report states “where developments are smallerthan 50 ha, the analysis for determining the greenfield index flood flow rateshould use 50 ha in the formula and linearly interpolate the flow rate valuebased on the ratio of the development area”. The greenfield runoff rates for theA43 drainage was calculated using the IH124 Method with 50 ha applied as thecontributing area. The results were compared to the values obtained by PBAFRA for the wider development and the runoff rate values were consistent. Theallowable greenfield runoff rates for the A43 is shown in table 1.

Return Period Run-off rate for 50 hasite (l/s) using IH124

Run-off rate (l/s/ha)

Qbar 43.1 0.86

Q1 37.5 0.75

Q5 55.6 1.11

Q30 103.5 2.07

Q100 153.3 3.07

Q200 180.5 3.61

Table 1 – Greenfield runoff rate for A43, Northampton

The A43 can be split into three discrete catchments based on topography,proposed attenuation feature and final discharge location. Refer to table 2 forcatchment details.

CatchmentNumber

Chainage (m) Area (ha) ReceivingWatercourse

1 0 – 260 0.702 Billing Brook

2 260 – 2210 5.230 Billing Brook

3 2210 – 2520plus service road 30– 690

1.983 Billing Brook

Table 2 – Catchment areas and proposed discharge location

The area defined in Table 2 includes 100% of the area contributing fromimpermeable surfaces such as carriageway/footway and 10% of the areacontributing from permeable surfaces such as verges.

Figure 2 shows the scheme layout and three catchment areas for the highwaydrainage.




REF CALCULATION REV


Figure 2 Scheme Layout

Design Parameters:

All highway drainage should be in accordance with Design Manual for Roadsand Bridges (DMRB), Northamptonshire County Council (NCC) standards andEA requirements, the design parameters are set as follows:

· Construction details should conform to NCC standard details orHighway Construction Details (HCD) where no NCC detail exists.

· Climate Change to be in accordance with Technical Guidance to theNational Planning Policy Framework (NPPF) i.e. for rainfall add:5% for 1 in 1 year return period,5% for 1 in 5 year return period,10% for 1 in 30 year return period,30% for 1 in 100 return period,30% for 1 in 200 year return period (note, no guidance exists inexcess of a 1 in 100 year return period with respect to climate change.The EA state that an “appropriate allowance” is to be provided).

· In the event of overland flooding, the flood routes are to be clearlyshown.

· Run off from paved surfaces should be taken as 100% of the area ascontributing and runoff from permeable surfaces should be taken as10% area contributing.

· Soil class 4, M5-60(mm) 20.7, Ratio R 0.225· Network design:

a) 1 in 1 year return period drainage must accommodate 1 in 1 yearstorm without surcharging the pipework,b) 1 in 5 year return period storm should have no surcharging inchambers the above formation or capping layer,c) 1 in 30 year return period must be designed not to flood,




REF CALCULATION REV


d) 1 in 100 year return period and 1 in 200 year return period mayflood the carriageway but if it floods must show the overland flowroutes and avoid discharging towards properties, and contained withinattenuation features provided,e) Attenuation facilities shall be designed to accommodate a 1 in 200year return period plus climate change with a 300mm freeboard onany basins. Attenuation volumes shall be checked to ensure it canaccommodate volumes 24 hours from the 1 in 200 year return periodpeak plus climate change with an additional 80% of the peak 1 in 10year return period.f) Preferred minimum self-cleansing of 0.85m/s, absolute minimum0.75m/s.

· Pipes over 900mm require structural checks.· Minimum pipe depth to soffit 1.2m under roads and 0.9m under

footpaths.· 225mm minimum pipe diameter for all carrier drains and 150mm

diameter for gully spurs.· Catchpits are required at changes of direction with a maximum

spacing between chambers of 90m.· Sub-base drains shall be provided as appropriate.· Gully spacing calculations to be provided based on a flow width of

0.5m, however NCC may increase the flow width to 0.75m shouldgully spacing distances prove impractical.

· Gully spacing should be designed based on a 1 in 5 year return period· No gully spacing shall be greater than 25m, where possible gully

connections to be provided into catchpits, especially at low points.· Exceedance flood flow routes to be identified.· Double gullies are required at low points, however a gully at the low

point and a gully 3m either side of low point may be acceptable byNCC.

· The highway design should seek to limit flat sections of carriageway,however if this is unavoidable kerb drains may be used.

· Vortex flow controls should be provided such as hydro brakes, wherethe structure is designed for easy and safe access and the cover levelis above highest water level.

· Manufacturer’s specification for flow controls (hydrobrake) to beprovided.

· NCC requires the provision for bypass interceptors upstream ofproposed attenuation facilities.

· A CCTV and as built plans, including manhole cover levels and invertlevels shall be provided on completion of works.

· In order to ensure higher return periods enter the system, it will benecessary to review the requirement for high capacity gullies atdetailed design.




REF CALCULATION REV


Modelling

The EA correspondence contained within the PBA FRA dated 12th April 2012discusses the difference between the Flood Estimation Handbook (FEH) andFlood Studies Report (FSR). It concludes that FEH data should be used todetermine attenuation requirements, however should the critical storm be lessthan 60 minutes then sensitivity testing should be applied.

All catchment areas were analysed using FEH data for the site. All catchmentshad a sub 60 minute critical storm for some pipework. The data was re-analysed removing the 15 and 30 minute storm duration in order to determineattenuation requirements. A sensitivity check was undertaken on eachcatchment by analysing the systems using FSR data. The FSR data includedthe use of the 15 and 30 minute storms. The sensitivity check revealed thatthe FSR data resulted in the worst case runoff rate and attenuation volume.

Further correspondence with the EA, letter received 09/10/14 followingsubmission of the scheme scoping report set the addition designrequirements: Following the significant flooding to Northampton town centre inEaster 1998 improvements were made to the defences along the River Nene.In order to secure the level of protection afforded by the new defence we haveagreed with the west Northampton’s Joint Planning Unit that the standards setfor new development should also be improved beyond industry standards.Therefore all new development in the upper Nene catchment will be designedfor a flood with a 0.5% probability (1 in 200 chance) occurring in any year,including an appropriate allowance for climate change… any attenuationfacility should be designed to the 0.5% (1in 200) an allowance for climatechange standard. If the outfall of the attenuation facility is likely to besubmerged in 0.5% (1 in 200 chance) rainfall event then within 24 hours of topwater level being attained in a 0.5% (1 in 200) probability flood event theregulation facility must be capable of storing 80% of the additional run-offarising from a 10% (1 in 10) probability flood.

For the purpose of discussing results contained within, the FSR values areused. A final back check was undertaken using FEH data where the resultsare appended for information. In order to confirm the volumes expected for a+24hr from the peak 1 in 200 year return period + 80% of 1 in 10 year returnperiod peak, volume graphs are provided within the Micro Drainage outputsalso.

Catchment 1 @ 0.702 ha

Catchment 1 runs from chainage 0 – 260m and terminates at the existingRound Spinney roundabout. NCC advises that the roundabout drainagesystem has made an allowance for a new connection from the first part of thenew A43 route. Provisional peak flow rates were provided to NCC whoconfirmed that the Northampton Round Spinney Roundabout drainage canaccommodate the proposed flow rates.

Table 3 details the provisional peak flow rates provided to NCC and thecurrent design flow rates. The network has a free flowing outfall with norecorded flooding from the system for up to and including a 1 in 200 yearreturn period plus a 30% allowance for climate change.




REF CALCULATION REV


Return period plusclimate change

Provisional peakflow rates providedto NCC(l/s)

Designed outflow rates(l/s) FSR Data

1 in 1 plus 5% 88.5 73.8

1 in 5 plus 5% 147.7 123.5

1 in 30 plus 10% 268.7 227.9

1 in 100 plus 30% 357.2 347.8

1 in 200 plus 30% Not provided 374.3

Table 3 – Catchment 1, free flowing outflow accommodating up to the 1 in200 year return period (+30% CC)Catchment 2 @ 5.230 ha

Catchment 2 runs from chainage 260 – 2210m and includes Overstoneroundabout.

The calculated greenfield runoff rates are shown in table 4 for the respectivereturn periods.

Return Period Run-off rate (l/s/ha) Run-off rate (l/s)

1 0.75 3.9

5 1.11 5.8

30 2.07 10.8

100 3.07 16.0

200 3.61 18.9

Table 4 – Catchment 2, allowable discharge rate

The design includes two attenuation basins located at the carriageway lowpoint at chainage 820m. The receiving basin is sized at 6799m³ with a groundlevel of 91.500m, invert level of 89.500m, maximum water level of 91.200m (i.e.allowing for a 300mm freeboard) with 1 in 3 side slopes. The balancing (finalbasin) is sized at 7745m³ with a ground level of 91.500m, invert level of89.000m maximum water level of 91.200m (i.e. allowing for a 300mmfreeboard) with 1 in 3 side slopes. The calculated outfall rates are shown intable 5 for the respective return periods. In order to closely match thegreenfield runoff rate, complex flow controls have been introduced, i.e. twovortex flow controls in one chamber set at different levels upstream of theoutfall.




REF CALCULATION REV


Return period plus climate change Outflow rate (l/s) FSR Data

1 in 1 plus 5% 3.9

1 in 5 plus 5% 3.9

1 in 30 plus 10% 8.1

1 in 100 plus 30% 16.0

1 in 200 plus 30% 16.2

Table 5 – Catchment 2, calculated outflow rate

The above was checked against the design criteria, i.e. 24hrs from the peakvolume for a 1 in 200 year return period + 30% climate change at a volume of5050m3 plus 80% of the peak volume from the 1 in 10 year return period (1440minute) at 2310*0.8 = 1848m3.

The storage volume required is 6898m³ where 7745m³ is provided.

Catchment 3 @ 1.983 haCatchment 3 runs from chainage 2210 – 2520m and includes service road fromchainage 30 - 690m.

The calculated greenfield runoff rates are shown in table 6 for the respectivereturn periods.

Return Period Run-off rate (l/s/ha) Run-off rate (l/s)

1 0.75 1.5

5 1.11 2.2

30 2.07 4.1

100 3.07 6.1

200 3.61 7.2

Table 6 – Catchment 3, allowable discharge rate

The design includes one attenuation basin at the low point in the link roadadjacent to Billing Brook within flood zone 1. The receiving basin is sized at8130m³ with a ground level of 92.300m, invert level of 89.500m and amaximum water level of 92.00m (i.e allowing for a 300mm freeboard) with 1 in3 side slopes.

The calculated outfall rates are shown in table 7 for the respective returnperiods. In order to closely match the greenfield runoff rate, complex flowcontrols have been introduced, i.e. three vortex flow controls in one chamberset at different levels to accommodate the varying return periods.




REF CALCULATION REV


Return period plus climate change Outflow rate (l/s) FSR Data

1 in 1 plus 5% 1.3

1 in 5 plus 5% 1.4

1 in 30 plus 10% 4.0

1 in 100 plus 30% 6.1

1 in 200 plus 30% 6.2

Table 7 – Catchment 3, calculated outflow rate

The above was checked against the design criteria, i.e. 24hrs from the peakvolume for a 1 in 200 year return period + 30% climate change at a volume of4610m3 plus 80% of the peak volume from the 1 in 10 year return period (1440minute) at 1377*0.8 = 1102m3.

The storage volume required is 5712m³ where 8130m³ is provided.

Overland flow routes

The drainage networks are designed to accommodate the 1 in 30 year returnperiod + climate change below ground within the piped system. The attenuationbasins are designed to store the 1 in 200 year return period + climate change.In order for the flows in excess of the 1 in 30 year return period to enter thesystem, suitable flow paths have been determined. These are shown ondrawing 287512A-006 appended to the Flood Risk Assessment (FRA).

The construction of the A43 is likely to present as a barrier for current flowpaths across the agricultural land. In order to maintain and not cut off existingflow routes it is proposed to install a cut-off ditch on the high of the proposedcarriageway. This will be piped under the carriageway and discharge into afurther cut off ditch which will discharge the flows to the Billing Brook. Detailsare shown on drawing 287512A-005.

Exceedance flow routes

For return periods in excess of the design storm or in the event of blockage tothe designed system, exceedance routes have been determined. The routescross the existing agricultural land where there paths are to be maintained pastany development current exceedance routes are shown on drawing 287512A-006 appended to the FRA.

Outputs

Refer to Micro Drainage outputs:- A43 Highway Drainage, Catchment 1, FSR Check Free Flowing Outfall- A43 Highway Drainage, Catchment 1, FFH Check Free Flowing Outfall- A43 Highway Drainage, Catchment 2 Option E, FSR Check- A43 Highway Drainage, Catchment 2 Option E, FEH Check- A43 Highway Drainage, Catchment 3, FSR Check- A43 Highway Drainage, Catchment 3, FEH Check- A43 Highway Drainage, Catchment 2, FEH Overland South- A43 Highway Drainage, Catchment 2, FEH Overland North- A43 Highway Drainage, Catchment 3, FEH Overland

Parsons Brinckerhoff Page 1Manchester Technology Centre A43 Highway DrainageOxford Road Catchment 1Manchester M1 7ED FSR Check Free Flowing OutfallDate 08.12.14 Designed by MABFile CATCHMENT 1 FSR FREE FLOWING... Checked byXP Solutions Network 2014.1.1

Existing Network Details for Storm

©1982-2014 XP Solutions

PN Length(m)

Fall(m)

Slope(1:X)

I.Area(ha)

T.E.(mins)

BaseFlow (l/s)

k(mm)

HYDSECT

DIA(mm)

1.000 28.160 0.250 112.6 0.084 5.00 0.0 0.600 o 3001.001 100.000 1.850 54.1 0.304 0.00 0.0 0.600 o 3751.002 55.730 1.450 38.4 0.164 0.00 0.0 0.600 o 3751.003 48.910 1.830 26.7 0.150 0.00 0.0 0.600 o 3751.004 30.000 1.325 22.6 0.000 0.00 0.0 0.600 o 450

Network Results Table

PN US/IL(m)

Σ I.Area(ha)

Σ BaseFlow (l/s)

Vel(m/s)

Cap(l/s)

1.000 103.730 0.084 0.0 1.48 104.71.001 103.405 0.388 0.0 2.47 272.71.002 101.555 0.552 0.0 2.93 323.71.003 100.105 0.702 0.0 3.52 388.41.004 98.200 0.702 0.0 4.29 681.8


Manhole Schedules for Storm


MHName

MHCL (m)

MHDepth(m)

MHConnection

MHDiam.,L*W

(mm)PN

Pipe OutInvert

Level (m)Diameter(mm)

PNPipes InInvert


Backdrop(mm)

S1 105.330 1.600 Open Manhole 1050 1.000 103.730 300

S2 105.080 1.675 Open Manhole 1050 1.001 103.405 375 1.000 103.480 300

S3 103.230 1.675 Open Manhole 1200 1.002 101.555 375 1.001 101.555 375

S4 101.780 1.675 Open Manhole 1200 1.003 100.105 375 1.002 100.105 375

S5 99.950 1.750 Open Manhole 1200 1.004 98.200 450 1.003 98.275 375

S 98.550 1.675 Open Manhole 0 OUTFALL 1.004 96.875 450


PIPELINE SCHEDULES for Storm

Upstream Manhole


PN HydSect

Diam(mm)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

1.000 o 300 S1 105.330 103.730 1.300 Open Manhole 10501.001 o 375 S2 105.080 103.405 1.300 Open Manhole 10501.002 o 375 S3 103.230 101.555 1.300 Open Manhole 12001.003 o 375 S4 101.780 100.105 1.300 Open Manhole 12001.004 o 450 S5 99.950 98.200 1.300 Open Manhole 1200

Downstream Manhole

PN Length(m)

Slope(1:X)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

1.000 28.160 112.6 S2 105.080 103.480 1.300 Open Manhole 10501.001 100.000 54.1 S3 103.230 101.555 1.300 Open Manhole 12001.002 55.730 38.4 S4 101.780 100.105 1.300 Open Manhole 12001.003 48.910 26.7 S5 99.950 98.275 1.300 Open Manhole 12001.004 30.000 22.6 S 98.550 96.875 1.225 Open Manhole 0

Simulation Criteria for Storm

Volumetric Runoff Coeff 0.750 Additional Flow - % of Total Flow 0.000Areal Reduction Factor 1.000 MADD Factor * 10m³/ha Storage 2.000

Hot Start (mins) 0 Inlet Coeffiecient 0.800Hot Start Level (mm) 0 Flow per Person per Day (l/per/day) 0.000

Manhole Headloss Coeff (Global) 0.500 Run Time (mins) 60Foul Sewage per hectare (l/s) 0.000 Output Interval (mins) 1

Number of Input Hydrographs 0 Number of Offline Controls 0 Number of Time/Area Diagrams 0Number of Online Controls 0 Number of Storage Structures 0 Number of Real Time Controls 0

Synthetic Rainfall Details

Rainfall Model FSR Profile Type SummerReturn Period (years) 1 Cv (Summer) 0.750

Region England and Wales Cv (Winter) 0.840M5-60 (mm) 20.700 Storm Duration (mins) 30

Ratio R 0.225


1 year Return Period Summary of Critical Results by Maximum Level (Rank 1) for Storm


Simulation CriteriaAreal Reduction Factor 1.000 Additional Flow - % of Total Flow 0.000

Hot Start (mins) 0 MADD Factor * 10m³/ha Storage 2.000Hot Start Level (mm) 0 Inlet Coeffiecient 0.800

Manhole Headloss Coeff (Global) 0.500 Flow per Person per Day (l/per/day) 0.000Foul Sewage per hectare (l/s) 0.000


Synthetic Rainfall DetailsRainfall Model FSR M5-60 (mm) 20.700 Cv (Summer) 0.750

Region England and Wales Ratio R 0.225 Cv (Winter) 0.840

Margin for Flood Risk Warning (mm) 300.0 DVD Status OFFAnalysis Timestep Fine Inertia Status OFF

DTS Status ON

Profile(s) Summer and WinterDuration(s) (mins) 15, 30, 60, 120, 180, 240, 360, 480, 600, 720, 960,

1440, 2160, 2880, 4320, 5760, 7200, 8640, 10080Return Period(s) (years) 1, 5, 30, 100, 200

Climate Change (%) 5, 5, 10, 30, 30

PN StormReturnPeriod

ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

1.000 15 Winter 1 +5%1.001 15 Winter 1 +5%1.002 15 Winter 1 +5% 200/15 Summer1.003 15 Winter 1 +5% 200/15 Summer1.004 15 Winter 1 +5%

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)

PipeFlow(l/s) Status

1.000 S1 103.797 -0.233 0.000 0.11 0.0 10.4 OK1.001 S2 103.507 -0.273 0.000 0.16 0.0 42.1 OK1.002 S3 101.667 -0.263 0.000 0.20 0.0 58.9 OK1.003 S4 100.221 -0.259 0.000 0.21 0.0 74.2 OK1.004 S5 98.306 -0.344 0.000 0.13 0.0 73.8 OK











DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.


PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)













DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.


PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)













DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.


PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)













DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.


PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


1.000 S1 103.882 -0.148 0.000 0.50 0.0 47.1 OK1.001 S2 103.680 -0.100 0.000 0.85 0.0 221.8 OK1.002 S3 102.079 0.149 0.000 0.99 0.0 298.9 SURCHARGED1.003 S4 100.644 0.164 0.000 1.04 0.0 374.6 SURCHARGED1.004 S5 98.545 -0.105 0.000 0.64 0.0 374.3 OK

Parsons Brinckerhoff Page 1Manchester Technology Centre A43 Highway DrainageOxford Road Catchment 1Manchester M1 7ED FEH Check Free Flowing OutfallDate 08.12.14 Designed by MABFile Catchment 1 FEH Free Flowing... Checked byXP Solutions Network 2014.1.1



PN Length(m)

Fall(m)

Slope(1:X)

I.Area(ha)

T.E.(mins)

BaseFlow (l/s)

k(mm)

HYDSECT

DIA(mm)

1.000 28.160 0.250 112.6 0.084 5.00 0.0 0.600 o 3001.001 100.000 1.850 54.1 0.304 0.00 0.0 0.600 o 3751.002 55.730 1.450 38.4 0.164 0.00 0.0 0.600 o 3751.003 48.910 1.830 26.7 0.150 0.00 0.0 0.600 o 3751.004 30.000 1.325 22.6 0.000 0.00 0.0 0.600 o 450


PN US/IL(m)

Σ I.Area(ha)

Σ BaseFlow (l/s)

Vel(m/s)

Cap(l/s)

1.000 103.730 0.084 0.0 1.48 104.71.001 103.405 0.388 0.0 2.47 272.71.002 101.555 0.552 0.0 2.93 323.71.003 100.105 0.702 0.0 3.52 388.41.004 98.200 0.702 0.0 4.29 681.8




MHName

MHCL (m)

MHDepth(m)

MHConnection

MHDiam.,L*W

(mm)PN

Pipe OutInvert


PNPipes InInvert


Backdrop(mm)

S1 105.330 1.600 Open Manhole 1050 1.000 103.730 300

S2 105.080 1.675 Open Manhole 1050 1.001 103.405 375 1.000 103.480 300

S3 103.230 1.675 Open Manhole 1200 1.002 101.555 375 1.001 101.555 375

S4 101.780 1.675 Open Manhole 1200 1.003 100.105 375 1.002 100.105 375

S5 99.950 1.750 Open Manhole 1200 1.004 98.200 450 1.003 98.275 375

S 98.550 1.675 Open Manhole 0 OUTFALL 1.004 96.875 450



Upstream Manhole


PN HydSect

Diam(mm)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

1.000 o 300 S1 105.330 103.730 1.300 Open Manhole 10501.001 o 375 S2 105.080 103.405 1.300 Open Manhole 10501.002 o 375 S3 103.230 101.555 1.300 Open Manhole 12001.003 o 375 S4 101.780 100.105 1.300 Open Manhole 12001.004 o 450 S5 99.950 98.200 1.300 Open Manhole 1200

Downstream Manhole

PN Length(m)

Slope(1:X)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

1.000 28.160 112.6 S2 105.080 103.480 1.300 Open Manhole 10501.001 100.000 54.1 S3 103.230 101.555 1.300 Open Manhole 12001.002 55.730 38.4 S4 101.780 100.105 1.300 Open Manhole 12001.003 48.910 26.7 S5 99.950 98.275 1.300 Open Manhole 12001.004 30.000 22.6 S 98.550 96.875 1.225 Open Manhole 0







Rainfall Model FEH E (1km) 0.310Return Period (years) 1 F (1km) 2.548

Site Location 479700 265100 SP 79700 65100 Summer Storms YesC (1km) -0.028 Winter Storms NoD1 (1km) 0.327 Cv (Summer) 0.750D2 (1km) 0.283 Cv (Winter) 0.840D3 (1km) 0.279 Storm Duration (mins) 30








Synthetic Rainfall DetailsRainfall Model FEH D3 (1km) 0.279Site Location 479700 265100 SP 79700 65100 E (1km) 0.310

C (1km) -0.028 F (1km) 2.548D1 (1km) 0.327 Cv (Summer) 0.750D2 (1km) 0.283 Cv (Winter) 0.840


DTS Status ON

Profile(s) Summer and WinterDuration(s) (mins) 60, 120, 180, 240, 360, 480, 600, 720, 960, 1440,

2160, 2880, 4320, 5760, 7200, 8640, 10080Return Period(s) (years) 1, 5, 30, 100, 200

Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

1.000 60 Summer 1 +5%1.001 60 Summer 1 +5%1.002 60 Summer 1 +5% 200/60 Summer1.003 60 Summer 1 +5% 200/60 Summer1.004 60 Summer 1 +5%

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)













DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.


PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)













DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.


PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)













DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.


PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)













DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.


PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


1.000 S1 103.886 -0.144 0.000 0.52 0.0 48.9 OK1.001 S2 103.708 -0.072 0.000 0.86 0.0 226.3 OK1.002 S3 102.337 0.407 0.000 1.03 0.0 310.2 SURCHARGED1.003 S4 100.812 0.332 0.000 1.08 0.0 387.9 SURCHARGED1.004 S5 98.590 -0.060 0.000 0.66 0.0 386.3 OK

Parsons Brinckerhoff Page 1Manchester Technology Centre A43 Highway DrainageOxford Road Catchment 2 Option EManchester M1 7ED FSR CheckDate 09/12/14 Designed by MABFile CATCHMENT 2 FSR OPTION E 10Y... Checked byXP Solutions Network 2014.1.1










DTS Status ON


1440Return Period(s) (years) 10

Climate Change (%) 0


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

S1.000 15 Winter 10 0%S1.001 15 Winter 10 0%S1.002 15 Winter 10 0%S1.003 15 Winter 10 0%S1.004 15 Winter 10 0%S1.005 15 Winter 10 0%S1.006 15 Winter 10 0%S1.007 15 Winter 10 0%S2.000 15 Winter 10 0%S2.001 15 Winter 10 0%S2.002 15 Winter 10 0%S2.003 15 Winter 10 0%S2.004 15 Winter 10 0%S3.000 15 Winter 10 0%S2.005 15 Winter 10 0%S2.006 15 Winter 10 0%S1.008 15 Winter 10 0%S1.009 15 Winter 10 0%S1.010 15 Winter 10 0%S1.011 15 Winter 10 0%S1.012 30 Summer 10 0%S1.013 15 Winter 10 0%S1.014 15 Winter 10 0%S1.015 15 Winter 10 0%S1.016 30 Winter 10 0%S1.017 30 Winter 10 0%S1.018 30 Winter 10 0%S4.000 15 Winter 10 0%S4.001 15 Winter 10 0%S1.019 30 Winter 10 0%S1.020 30 Winter 10 0%




S5.000 15 Winter 10 0%S5.001 15 Winter 10 0%S1.021 30 Winter 10 0%S6.000 15 Winter 10 0%S6.001 15 Winter 10 0% 10/15 SummerS6.002 15 Winter 10 0%S6.003 15 Winter 10 0%S6.004 15 Winter 10 0%S6.005 15 Winter 10 0% 10/15 SummerS6.006 15 Winter 10 0%S6.007 15 Winter 10 0%S6.008 15 Winter 10 0%S1.022 1440 Winter 10 0%S1.023 1440 Winter 10 0% 10/60 Summer


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


S1.000 S1 109.561 -0.239 0.000 0.27 0.0 43.4 OKS1.001 S2 108.951 -0.229 0.000 0.31 0.0 70.0 OKS1.002 S3 108.262 -0.213 0.000 0.38 0.0 102.8 OKS1.003 S4 106.934 -0.266 0.000 0.34 0.0 155.7 OKS1.004 S5 104.739 -0.236 0.000 0.45 0.0 207.0 OKS1.005 S6 102.503 -0.197 0.000 0.58 0.0 254.8 OKS1.006 S7 100.489 -0.216 0.000 0.63 0.0 276.3 OKS1.007 S8 100.037 -0.133 0.000 0.87 0.0 321.5 OKS2.000 S9 100.608 -0.142 0.000 0.29 0.0 13.8 OKS2.001 S10 100.492 -0.108 0.000 0.52 0.0 22.8 OKS2.002 S11 100.377 -0.073 0.000 0.77 0.0 30.0 OKS2.003 S12 100.304 -0.046 0.000 0.97 0.0 36.6 OKS2.004 S13 99.774 -0.476 0.000 0.09 0.0 40.5 OKS3.000 S14 100.302 -0.178 0.000 0.35 0.0 46.4 OKS2.005 S15 99.664 -0.401 0.000 0.24 0.0 96.4 OKS2.006 S16 99.517 -0.383 0.000 0.23 0.0 113.6 OKS1.008 S17 99.442 -0.153 0.000 0.90 0.0 435.7 OKS1.009 S18 99.144 -0.156 0.000 0.88 0.0 444.8 OKS1.010 S19 98.734 -0.156 0.000 0.86 0.0 448.7 OKS1.011 S20 98.530 -0.045 0.000 0.94 0.0 437.8 OKS1.012 S21 98.250 0.000 0.000 1.05 0.0 419.1 OKS1.013 S22 97.950 -0.140 0.000 0.93 0.0 436.7 OKS1.014 S23 97.715 -0.150 0.000 0.91 0.0 435.4 OKS1.015 S24 97.456 -0.149 0.000 0.92 0.0 437.7 OKS1.016 S25 97.189 -0.166 0.000 0.86 0.0 448.7 OKS1.017 S26 96.444 -0.256 0.000 0.62 0.0 459.5 OKS1.018 S27 95.502 -0.298 0.000 0.50 0.0 464.4 OKS4.000 S28 97.789 -0.141 0.000 0.29 0.0 19.7 OKS4.001 S29 97.207 -0.123 0.000 0.42 0.0 45.4 OKS1.019 S30 94.631 -0.319 0.000 0.45 0.0 491.4 OKS1.020 S31 92.009 -0.641 0.000 0.18 0.0 504.5 OKS5.000 S33 94.338 -0.537 0.000 0.02 0.0 33.6 OKS5.001 S34 91.953 -0.507 0.000 0.06 0.0 66.9 OKS1.021 S32 90.176 -0.344 0.000 0.70 0.0 526.2 OKS6.000 S32 103.979 -0.021 0.000 0.66 0.0 21.1 OKS6.001 S33 103.926 0.046 0.000 1.06 0.0 46.0 SURCHARGEDS6.002 S34 103.476 -0.054 0.000 0.91 0.0 66.7 OKS6.003 S35 102.614 -0.016 0.000 1.00 0.0 98.1 OK




S6.004 S36 100.473 -0.107 0.000 0.72 0.0 135.3 OKS6.005 S37 98.578 0.148 0.000 1.06 0.0 174.8 SURCHARGEDS6.006 S38 97.688 -0.012 0.000 1.00 0.0 191.7 OKS6.007 S39 96.813 -0.167 0.000 0.59 0.0 191.1 OKS6.008 S45 94.553 -0.097 0.000 0.80 0.0 170.0 OKS1.022 S44 89.910 -0.040 0.000 0.40 0.0 102.4 OKS1.023 S42 89.907 0.682 0.000 0.03 0.0 3.9 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


Parsons Brinckerhoff Page 1Manchester Technology Centre A43 Highway DrainageOxford Road Catchment 2 Option EManchester M1 7ED FSR CheckDate 09/12/14 Designed by MABFile CATCHMENT 2 FSR OPTION E.MDX Checked byXP Solutions Network 2014.1.1



PN Length(m)

Fall(m)

Slope(1:X)

I.Area(ha)

T.E.(mins)

BaseFlow (l/s)

k(mm)

HYDSECT

DIA(mm)

S1.000 86.250 0.620 139.1 0.196 5.00 0.0 0.600 o 375S1.001 47.720 0.705 67.7 0.120 0.00 0.0 0.600 o 375S1.002 60.720 1.275 47.6 0.147 0.00 0.0 0.600 o 375S1.003 100.000 2.225 44.9 0.239 0.00 0.0 0.600 o 450S1.004 100.000 2.275 44.0 0.239 0.00 0.0 0.600 o 450S1.005 99.590 1.995 49.9 0.246 0.00 0.0 0.600 o 450S1.006 53.230 0.535 99.5 0.127 0.00 0.0 0.600 o 525S1.007 85.840 0.575 149.3 0.277 0.00 0.0 0.600 o 525

S2.000 13.460 0.150 89.7 0.060 5.00 0.0 0.600 o 225S2.001 17.070 0.150 113.8 0.037 0.00 0.0 0.600 o 225S2.002 13.480 0.100 134.8 0.031 0.00 0.0 0.600 o 225S2.003 14.490 0.100 144.9 0.028 0.00 0.0 0.600 o 225S2.004 27.310 0.185 147.6 0.017 0.00 0.0 0.600 o 600

S3.000 20.250 0.385 52.6 0.201 5.00 0.0 0.600 o 300

S2.005 24.610 0.165 149.2 0.044 0.00 0.0 0.600 o 600S2.006 45.120 0.305 147.9 0.093 0.00 0.0 0.600 o 600

S1.008 44.180 0.295 149.8 0.096 0.00 0.0 0.600 o 600S1.009 61.400 0.410 149.8 0.141 0.00 0.0 0.600 o 600S1.010 39.460 0.315 125.3 0.092 0.00 0.0 0.600 o 600S1.011 55.870 0.325 171.9 0.161 0.00 0.0 0.600 o 600S1.012 23.680 0.160 148.0 0.000 0.00 0.0 0.600 o 600


PN US/IL(m)

Σ I.Area(ha)

Σ BaseFlow (l/s)

Vel(m/s)

Cap(l/s)

S1.000 109.425 0.196 0.0 1.53 169.5S1.001 108.805 0.316 0.0 2.21 243.5S1.002 108.100 0.463 0.0 2.63 290.6S1.003 106.750 0.702 0.0 3.04 483.3S1.004 104.525 0.941 0.0 3.07 488.8S1.005 102.250 1.187 0.0 2.88 458.5S1.006 100.180 1.314 0.0 2.25 486.1S1.007 99.645 1.591 0.0 1.83 396.4

S2.000 100.525 0.060 0.0 1.38 54.9S2.001 100.375 0.097 0.0 1.22 48.7S2.002 100.225 0.128 0.0 1.12 44.7S2.003 100.125 0.156 0.0 1.08 43.1S2.004 99.650 0.173 0.0 2.00 566.1

S3.000 100.180 0.201 0.0 2.17 153.6

S2.005 99.465 0.418 0.0 1.99 563.2S2.006 99.300 0.511 0.0 2.00 565.5

S1.008 98.995 2.198 0.0 1.99 562.0S1.009 98.700 2.339 0.0 1.99 562.0S1.010 98.290 2.431 0.0 2.17 614.8S1.011 97.975 2.592 0.0 1.85 524.3S1.012 97.650 2.592 0.0 2.00 565.4




PN Length(m)

Fall(m)

Slope(1:X)

I.Area(ha)

T.E.(mins)

BaseFlow (l/s)

k(mm)

HYDSECT

DIA(mm)

S1.013 33.400 0.225 148.4 0.125 0.00 0.0 0.600 o 600S1.014 38.310 0.260 147.3 0.094 0.00 0.0 0.600 o 600S1.015 36.800 0.250 147.2 0.087 0.00 0.0 0.600 o 600S1.016 98.190 0.655 149.9 0.236 0.00 0.0 0.600 o 600S1.017 63.290 0.900 70.3 0.161 0.00 0.0 0.600 o 600S1.018 32.520 0.850 38.3 0.078 0.00 0.0 0.600 o 600

S4.000 31.670 0.600 52.8 0.086 5.00 0.0 0.600 o 225S4.001 50.670 2.380 21.3 0.106 0.00 0.0 0.600 o 225

S1.019 74.860 2.300 32.5 0.170 0.00 0.0 0.600 o 600S1.020 87.150 2.130 40.9 0.196 0.00 0.0 0.600 o 900

S5.000 47.000 2.425 19.4 0.145 5.00 0.0 0.600 o 600S5.001 53.910 1.940 27.8 0.136 0.00 0.0 0.600 o 600

S1.021 58.100 0.120 484.2 0.000 0.00 0.0 0.600 o 900

S6.000 26.540 0.120 221.2 0.098 5.00 0.0 0.600 o 225S6.001 45.820 0.350 130.9 0.122 0.00 0.0 0.600 o 225S6.002 41.300 0.900 45.9 0.098 0.00 0.0 0.600 o 225S6.003 53.570 2.050 26.1 0.145 0.00 0.0 0.600 o 225S6.004 69.250 2.150 32.2 0.167 0.00 0.0 0.600 o 300S6.005 99.870 0.730 136.8 0.227 0.00 0.0 0.600 o 375S6.006 69.890 0.720 97.1 0.161 0.00 0.0 0.600 o 375


PN US/IL(m)

Σ I.Area(ha)

Σ BaseFlow (l/s)

Vel(m/s)

Cap(l/s)

S1.013 97.490 2.717 0.0 2.00 564.5S1.014 97.265 2.811 0.0 2.00 566.6S1.015 97.005 2.898 0.0 2.01 566.9S1.016 96.755 3.134 0.0 1.99 561.7S1.017 96.100 3.295 0.0 2.91 821.8S1.018 95.200 3.373 0.0 3.95 1115.5

S4.000 97.705 0.086 0.0 1.80 71.7S4.001 97.105 0.192 0.0 2.85 113.3

S1.019 94.350 3.735 0.0 4.28 1209.7S1.020 91.750 3.931 0.0 4.91 3121.2

S5.000 94.275 0.145 0.0 5.55 1568.8S5.001 91.860 0.281 0.0 4.63 1309.5

S1.021 89.620 4.212 0.0 1.42 901.6

S6.000 103.775 0.098 0.0 0.88 34.8S6.001 103.655 0.220 0.0 1.14 45.4S6.002 103.305 0.318 0.0 1.94 77.0S6.003 102.405 0.463 0.0 2.57 102.2S6.004 100.280 0.630 0.0 2.78 196.5S6.005 98.055 0.857 0.0 1.55 170.9S6.006 97.325 1.018 0.0 1.84 203.1




PN Length(m)

Fall(m)

Slope(1:X)

I.Area(ha)

T.E.(mins)

BaseFlow (l/s)

k(mm)

HYDSECT

DIA(mm)

S6.007 81.140 2.330 34.8 0.000 0.00 0.0 0.600 o 375S6.008 415.850 4.775 87.1 0.000 0.00 0.0 0.600 o 375

S1.022 70.000 0.500 140.0 0.000 0.00 0.0 0.600 o 450S1.023 69.700 4.500 15.5 0.000 0.00 0.0 0.600 o 225


PN US/IL(m)

Σ I.Area(ha)

Σ BaseFlow (l/s)

Vel(m/s)

Cap(l/s)

S6.007 96.605 1.018 0.0 3.08 340.1S6.008 94.275 1.018 0.0 1.94 214.5

S1.022 89.500 5.230 0.0 1.72 273.0S1.023 89.000 5.230 0.0 3.34 132.9




MHName

MHCL (m)

MHDepth(m)

MHConnection

MHDiam.,L*W

(mm)PN

Pipe OutInvert


PNPipes InInvert


Backdrop(mm)

S1 111.100 1.675 Open Manhole 1050 S1.000 109.425 375

S2 110.480 1.675 Open Manhole 1050 S1.001 108.805 375 S1.000 108.805 375

S3 109.750 1.650 Open Manhole 1050 S1.002 108.100 375 S1.001 108.100 375

S4 108.550 1.800 Open Manhole 1050 S1.003 106.750 450 S1.002 106.825 375

S5 106.600 2.075 Open Manhole 1050 S1.004 104.525 450 S1.003 104.525 450

S6 104.550 2.300 Open Manhole 1050 S1.005 102.250 450 S1.004 102.250 450

S7 102.730 2.550 Open Manhole 1200 S1.006 100.180 525 S1.005 100.255 450

S8 102.200 2.555 Open Manhole 1200 S1.007 99.645 525 S1.006 99.645 525

S9 102.050 1.525 Open Manhole 1050 S2.000 100.525 225

S10 101.900 1.525 Open Manhole 1050 S2.001 100.375 225 S2.000 100.375 225

S11 101.750 1.525 Open Manhole 1050 S2.002 100.225 225 S2.001 100.225 225

S12 101.650 1.525 Open Manhole 1050 S2.003 100.125 225 S2.002 100.125 225

S13 101.550 1.900 Open Manhole 1200 S2.004 99.650 600 S2.003 100.025 225

S14 101.780 1.600 Open Manhole 1050 S3.000 100.180 300

S15 101.530 2.065 Open Manhole 1200 S2.005 99.465 600 S2.004 99.465 600

S3.000 99.795 300 30

S16 101.300 2.000 Open Manhole 1200 S2.006 99.300 600 S2.005 99.300 600

S17 101.380 2.385 Open Manhole 1200 S1.008 98.995 600 S1.007 99.070 525

S2.006 98.995 600

S18 101.650 2.950 Open Manhole 1200 S1.009 98.700 600 S1.008 98.700 600

S19 101.930 3.640 Open Manhole 1200 S1.010 98.290 600 S1.009 98.290 600

S20 101.900 3.925 Open Manhole 1200 S1.011 97.975 600 S1.010 97.975 600

S21 101.950 4.300 Open Manhole 1200 S1.012 97.650 600 S1.011 97.650 600

S22 101.980 4.490 Open Manhole 1200 S1.013 97.490 600 S1.012 97.490 600

S23 101.630 4.365 Open Manhole 1200 S1.014 97.265 600 S1.013 97.265 600

S24 101.250 4.245 Open Manhole 1200 S1.015 97.005 600 S1.014 97.005 600

S25 100.850 4.095 Open Manhole 1200 S1.016 96.755 600 S1.015 96.755 600

S26 98.930 2.830 Open Manhole 1200 S1.017 96.100 600 S1.016 96.100 600

S27 97.100 1.900 Open Manhole 1200 S1.018 95.200 600 S1.017 95.200 600

S28 99.230 1.525 Open Manhole 1050 S4.000 97.705 225

S29 98.630 1.525 Open Manhole 1050 S4.001 97.105 225 S4.000 97.105 225

S30 96.250 1.900 Open Manhole 1200 S1.019 94.350 600 S1.018 94.350 600

S4.001 94.725 225

S31 93.950 2.200 Open Manhole 1500 S1.020 91.750 900 S1.019 92.050 600

S33 95.450 1.175 Open Manhole 1200 S5.000 94.275 600

S34 93.600 1.750 Open Manhole 1200 S5.001 91.860 600 S5.000 91.850 600

S32 92.250 2.630 Open Manhole 1500 S1.021 89.620 900 S1.020 89.620 900

S5.001 89.920 600

S32 105.300 1.525 Open Manhole 1050 S6.000 103.775 225

S33 105.180 1.525 Open Manhole 1200 S6.001 103.655 225 S6.000 103.655 225

S34 104.830 1.525 Open Manhole 1050 S6.002 103.305 225 S6.001 103.305 225

S35 103.930 1.525 Open Manhole 1050 S6.003 102.405 225 S6.002 102.405 225




MHName

MHCL (m)

MHDepth(m)

MHConnection

MHDiam.,L*W

(mm)PN

Pipe OutInvert


PNPipes InInvert


Backdrop(mm)

S36 101.880 1.600 Open Manhole 1050 S6.004 100.280 300 S6.003 100.355 225

S37 99.730 1.675 Open Manhole 1050 S6.005 98.055 375 S6.004 98.130 300

S38 99.000 1.675 Open Manhole 1050 S6.006 97.325 375 S6.005 97.325 375

S39 98.280 1.675 Open Manhole 1050 S6.007 96.605 375 S6.006 96.605 375

S45 95.950 1.675 Open Manhole 1050 S6.008 94.275 375 S6.007 94.275 375

S44 91.500 2.000 Open Manhole 1050 S1.022 89.500 450 S1.021 89.500 900

S6.008 89.500 375

S42 91.500 2.500 Open Manhole 1050 S1.023 89.000 225 S1.022 89.000 450

S 86.500 2.000 Open Manhole 0 OUTFALL S1.023 84.500 225



Upstream Manhole


PN HydSect

Diam(mm)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

S1.000 o 375 S1 111.100 109.425 1.300 Open Manhole 1050S1.001 o 375 S2 110.480 108.805 1.300 Open Manhole 1050S1.002 o 375 S3 109.750 108.100 1.275 Open Manhole 1050S1.003 o 450 S4 108.550 106.750 1.350 Open Manhole 1050S1.004 o 450 S5 106.600 104.525 1.625 Open Manhole 1050S1.005 o 450 S6 104.550 102.250 1.850 Open Manhole 1050S1.006 o 525 S7 102.730 100.180 2.025 Open Manhole 1200S1.007 o 525 S8 102.200 99.645 2.030 Open Manhole 1200

S2.000 o 225 S9 102.050 100.525 1.300 Open Manhole 1050S2.001 o 225 S10 101.900 100.375 1.300 Open Manhole 1050S2.002 o 225 S11 101.750 100.225 1.300 Open Manhole 1050S2.003 o 225 S12 101.650 100.125 1.300 Open Manhole 1050S2.004 o 600 S13 101.550 99.650 1.300 Open Manhole 1200

S3.000 o 300 S14 101.780 100.180 1.300 Open Manhole 1050

S2.005 o 600 S15 101.530 99.465 1.465 Open Manhole 1200S2.006 o 600 S16 101.300 99.300 1.400 Open Manhole 1200

S1.008 o 600 S17 101.380 98.995 1.785 Open Manhole 1200S1.009 o 600 S18 101.650 98.700 2.350 Open Manhole 1200S1.010 o 600 S19 101.930 98.290 3.040 Open Manhole 1200S1.011 o 600 S20 101.900 97.975 3.325 Open Manhole 1200

Downstream Manhole

PN Length(m)

Slope(1:X)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

S1.000 86.250 139.1 S2 110.480 108.805 1.300 Open Manhole 1050S1.001 47.720 67.7 S3 109.750 108.100 1.275 Open Manhole 1050S1.002 60.720 47.6 S4 108.550 106.825 1.350 Open Manhole 1050S1.003 100.000 44.9 S5 106.600 104.525 1.625 Open Manhole 1050S1.004 100.000 44.0 S6 104.550 102.250 1.850 Open Manhole 1050S1.005 99.590 49.9 S7 102.730 100.255 2.025 Open Manhole 1200S1.006 53.230 99.5 S8 102.200 99.645 2.030 Open Manhole 1200S1.007 85.840 149.3 S17 101.380 99.070 1.785 Open Manhole 1200

S2.000 13.460 89.7 S10 101.900 100.375 1.300 Open Manhole 1050S2.001 17.070 113.8 S11 101.750 100.225 1.300 Open Manhole 1050S2.002 13.480 134.8 S12 101.650 100.125 1.300 Open Manhole 1050S2.003 14.490 144.9 S13 101.550 100.025 1.300 Open Manhole 1200S2.004 27.310 147.6 S15 101.530 99.465 1.465 Open Manhole 1200

S3.000 20.250 52.6 S15 101.530 99.795 1.435 Open Manhole 1200

S2.005 24.610 149.2 S16 101.300 99.300 1.400 Open Manhole 1200S2.006 45.120 147.9 S17 101.380 98.995 1.785 Open Manhole 1200

S1.008 44.180 149.8 S18 101.650 98.700 2.350 Open Manhole 1200S1.009 61.400 149.8 S19 101.930 98.290 3.040 Open Manhole 1200S1.010 39.460 125.3 S20 101.900 97.975 3.325 Open Manhole 1200S1.011 55.870 171.9 S21 101.950 97.650 3.700 Open Manhole 1200



Upstream Manhole


PN HydSect

Diam(mm)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

S1.012 o 600 S21 101.950 97.650 3.700 Open Manhole 1200S1.013 o 600 S22 101.980 97.490 3.890 Open Manhole 1200S1.014 o 600 S23 101.630 97.265 3.765 Open Manhole 1200S1.015 o 600 S24 101.250 97.005 3.645 Open Manhole 1200S1.016 o 600 S25 100.850 96.755 3.495 Open Manhole 1200S1.017 o 600 S26 98.930 96.100 2.230 Open Manhole 1200S1.018 o 600 S27 97.100 95.200 1.300 Open Manhole 1200




S1.021 o 900 S32 92.250 89.620 1.730 Open Manhole 1500


Downstream Manhole

PN Length(m)

Slope(1:X)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

S1.012 23.680 148.0 S22 101.980 97.490 3.890 Open Manhole 1200S1.013 33.400 148.4 S23 101.630 97.265 3.765 Open Manhole 1200S1.014 38.310 147.3 S24 101.250 97.005 3.645 Open Manhole 1200S1.015 36.800 147.2 S25 100.850 96.755 3.495 Open Manhole 1200S1.016 98.190 149.9 S26 98.930 96.100 2.230 Open Manhole 1200S1.017 63.290 70.3 S27 97.100 95.200 1.300 Open Manhole 1200S1.018 32.520 38.3 S30 96.250 94.350 1.300 Open Manhole 1200




S1.021 58.100 484.2 S44 91.500 89.500 1.100 Open Manhole 1050




Upstream Manhole


PN HydSect

Diam(mm)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)



Downstream Manhole

PN Length(m)

Slope(1:X)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)


S1.022 70.000 140.0 S42 91.500 89.000 2.050 Open Manhole 1050S1.023 69.700 15.5 S 86.500 84.500 1.775 Open Manhole 0









Ratio R 0.225


Online Controls for Storm


Complex Manhole: S42, DS/PN: S1.023, Volume (m³): 13.1

Hydro-Brake Optimum®

Unit Reference MD-SHE-0090-4200-1500-4200Design Head (m) 1.500

Design Flow (l/s) 4.2Flush-Flo™ CalculatedObjective Minimise upstream storage

Diameter (mm) 90Invert Level (m) 89.000

Minimum Outlet Pipe Diameter (mm) 150Suggested Manhole Diameter (mm) 1200

Control Points Head (m) Flow (l/s) Control Points Head (m) Flow (l/s)

Design Point (Calculated) 1.500 4.2 Kick-Flo® 0.800 3.1Flush-Flo™ 0.391 3.9 Mean Flow over Head Range - 3.5

The hydrological calculations have been based on the Head/Discharge relationship for the Hydro-BrakeOptimum® as specified. Should another type of control device other than a Hydro-Brake Optimum® beutilised then these storage routing calculations will be invalidated

Depth (m) Flow (l/s) Depth (m) Flow (l/s) Depth (m) Flow (l/s) Depth (m) Flow (l/s)

0.100 2.8 1.200 3.8 3.000 5.8 7.000 8.60.200 3.6 1.400 4.1 3.500 6.2 7.500 8.90.300 3.9 1.600 4.3 4.000 6.6 8.000 9.20.400 3.9 1.800 4.6 4.500 7.0 8.500 9.50.500 3.9 2.000 4.8 5.000 7.4 9.000 9.70.600 3.8 2.200 5.0 5.500 7.7 9.500 10.00.800 3.2 2.400 5.2 6.000 8.01.000 3.5 2.600 5.4 6.500 8.3













0.100 5.4 1.200 10.8 3.000 16.7 7.000 25.10.200 10.7 1.400 11.7 3.500 18.0 7.500 26.00.300 11.4 1.600 12.4 4.000 19.2 8.000 26.80.400 11.6 1.800 13.1 4.500 20.3 8.500 27.60.500 11.5 2.000 13.8 5.000 21.4 9.000 28.30.600 11.3 2.200 14.4 5.500 22.4 9.500 29.10.800 10.4 2.400 15.0 6.000 23.31.000 9.9 2.600 15.6 6.500 24.2


Storage Structures for Storm


Tank or Pond Manhole: S44, DS/PN: S1.022

Invert Level (m) 89.500

Depth (m) Area (m²) Depth (m) Area (m²)

0.000 2657.0 2.000 4181.0




0.000 2245.0 2.500 4010.0











DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

S1.000 15 Winter 1 +5%S1.001 15 Winter 1 +5%S1.002 15 Winter 1 +5%S1.003 15 Winter 1 +5% 200/15 WinterS1.004 15 Winter 1 +5% 100/15 SummerS1.005 15 Winter 1 +5% 100/15 Summer 200/15 Winter 3S1.006 15 Winter 1 +5% 30/15 Winter 200/15 Summer 5S1.007 15 Winter 1 +5% 30/15 Summer 100/30 Winter 7S2.000 15 Winter 1 +5% 100/15 SummerS2.001 15 Winter 1 +5% 100/15 SummerS2.002 15 Winter 1 +5% 30/15 Summer 200/30 Winter 1S2.003 15 Winter 1 +5% 30/15 SummerS2.004 15 Winter 1 +5% 100/15 SummerS3.000 15 Winter 1 +5% 100/15 SummerS2.005 15 Winter 1 +5% 100/15 SummerS2.006 15 Winter 1 +5% 100/15 Summer 100/30 Summer 10S1.008 15 Winter 1 +5% 30/15 Summer 200/15 Winter 4S1.009 15 Winter 1 +5% 30/15 WinterS1.010 15 Winter 1 +5% 30/15 SummerS1.011 15 Winter 1 +5% 30/15 SummerS1.012 15 Winter 1 +5% 30/15 SummerS1.013 15 Winter 1 +5% 30/15 WinterS1.014 30 Winter 1 +5% 30/15 WinterS1.015 30 Winter 1 +5% 30/30 SummerS1.016 30 Winter 1 +5% 100/15 SummerS1.017 30 Winter 1 +5% 200/30 WinterS1.018 30 Winter 1 +5%S4.000 15 Winter 1 +5%S4.001 15 Winter 1 +5% 200/15 WinterS1.019 30 Winter 1 +5%S1.020 30 Winter 1 +5%




S5.000 15 Winter 1 +5%S5.001 15 Winter 1 +5%S1.021 30 Winter 1 +5% 100/15 SummerS6.000 15 Winter 1 +5% 30/15 Summer 100/15 Summer 11S6.001 15 Winter 1 +5% 30/15 Summer 100/15 Summer 12S6.002 15 Winter 1 +5% 30/15 Summer 100/15 Summer 11S6.003 15 Winter 1 +5% 30/15 Summer 100/15 Summer 11S6.004 15 Winter 1 +5% 100/15 SummerS6.005 15 Winter 1 +5% 30/15 Summer 100/15 Summer 11S6.006 15 Winter 1 +5% 30/15 SummerS6.007 15 Winter 1 +5% 100/15 SummerS6.008 15 Winter 1 +5% 30/15 Summer 100/30 Winter 7S1.022 10080 Winter 1 +5% 1/7200 WinterS1.023 10080 Winter 1 +5% 1/120 Summer


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


S1.000 S1 109.523 -0.277 0.000 0.15 0.0 23.5 OKS1.001 S2 108.905 -0.275 0.000 0.16 0.0 35.7 OKS1.002 S3 108.209 -0.266 0.000 0.18 0.0 50.2 OKS1.003 S4 106.872 -0.328 0.000 0.16 0.0 73.9 OKS1.004 S5 104.665 -0.310 0.000 0.21 0.0 97.0 OKS1.005 S6 102.412 -0.288 0.000 0.27 0.0 119.2 OKS1.006 S7 100.377 -0.328 0.000 0.30 0.0 129.9 OKS1.007 S8 99.883 -0.287 0.000 0.41 0.0 152.0 OKS2.000 S9 100.585 -0.165 0.000 0.16 0.0 7.5 OKS2.001 S10 100.454 -0.146 0.000 0.26 0.0 11.3 OKS2.002 S11 100.322 -0.128 0.000 0.38 0.0 14.7 OKS2.003 S12 100.233 -0.117 0.000 0.47 0.0 17.7 OKS2.004 S13 99.731 -0.519 0.000 0.04 0.0 19.4 OKS3.000 S14 100.268 -0.212 0.000 0.19 0.0 25.1 OKS2.005 S15 99.603 -0.462 0.000 0.12 0.0 48.6 OKS2.006 S16 99.437 -0.463 0.000 0.12 0.0 57.2 OKS1.008 S17 99.272 -0.323 0.000 0.44 0.0 211.1 OKS1.009 S18 98.980 -0.320 0.000 0.44 0.0 220.9 OKS1.010 S19 98.566 -0.324 0.000 0.43 0.0 225.1 OKS1.011 S20 98.279 -0.296 0.000 0.51 0.0 235.1 OKS1.012 S21 97.981 -0.269 0.000 0.58 0.0 233.8 OKS1.013 S22 97.795 -0.295 0.000 0.51 0.0 239.6 OKS1.014 S23 97.569 -0.296 0.000 0.51 0.0 244.4 OKS1.015 S24 97.313 -0.292 0.000 0.52 0.0 247.6 OKS1.016 S25 97.054 -0.301 0.000 0.49 0.0 256.7 OKS1.017 S26 96.347 -0.353 0.000 0.36 0.0 262.9 OKS1.018 S27 95.420 -0.380 0.000 0.29 0.0 266.0 OKS4.000 S28 97.765 -0.165 0.000 0.16 0.0 10.6 OKS4.001 S29 97.174 -0.156 0.000 0.20 0.0 21.9 OKS1.019 S30 94.555 -0.395 0.000 0.25 0.0 279.7 OKS1.020 S31 91.944 -0.706 0.000 0.10 0.0 287.2 OKS5.000 S33 94.313 -0.562 0.000 0.01 0.0 18.1 OKS5.001 S34 91.927 -0.533 0.000 0.03 0.0 32.4 OKS1.021 S32 90.012 -0.508 0.000 0.40 0.0 298.2 OKS6.000 S32 103.872 -0.128 0.000 0.37 0.0 12.0 OKS6.001 S33 103.777 -0.103 0.000 0.56 0.0 24.2 OKS6.002 S34 103.414 -0.116 0.000 0.46 0.0 34.0 OKS6.003 S35 102.518 -0.112 0.000 0.49 0.0 48.2 OK




S6.004 S36 100.402 -0.178 0.000 0.34 0.0 64.6 OKS6.005 S37 98.251 -0.179 0.000 0.51 0.0 83.6 OKS6.006 S38 97.516 -0.184 0.000 0.51 0.0 97.3 OKS6.007 S39 96.745 -0.235 0.000 0.30 0.0 96.5 OKS6.008 S45 94.453 -0.197 0.000 0.44 0.0 93.4 OKS1.022 S44 89.996 0.046 0.000 0.08 0.0 19.2 SURCHARGEDS1.023 S42 89.994 0.769 0.000 0.03 0.0 3.9 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)












DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.







ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)






S6.004 S36 100.445 -0.135 0.000 0.57 0.0 107.7 OKS6.005 S37 98.331 -0.099 0.000 0.85 0.0 139.6 OKS6.006 S38 97.593 -0.107 0.000 0.84 0.0 161.8 OKS6.007 S39 96.793 -0.187 0.000 0.50 0.0 161.1 OKS6.008 S45 94.520 -0.130 0.000 0.68 0.0 144.9 OKS1.022 S44 90.250 0.300 0.000 0.08 0.0 20.0 SURCHARGEDS1.023 S42 90.248 1.023 0.000 0.03 0.0 3.9 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)












DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.







ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


S1.000 S1 109.588 -0.212 0.000 0.37 0.0 60.2 OKS1.001 S2 108.980 -0.200 0.000 0.43 0.0 97.2 OKS1.002 S3 108.297 -0.178 0.000 0.52 0.0 142.9 OKS1.003 S4 106.973 -0.227 0.000 0.47 0.0 216.5 OKS1.004 S5 104.787 -0.188 0.000 0.62 0.0 287.8 OKS1.005 S6 102.568 -0.132 0.000 0.81 0.0 353.7 OKS1.006 S7 100.729 0.024 0.000 0.86 0.0 373.8 SURCHARGEDS1.007 S8 100.362 0.192 0.000 1.12 0.0 412.6 SURCHARGEDS2.000 S9 100.625 -0.125 0.000 0.40 0.0 19.2 OKS2.001 S10 100.574 -0.026 0.000 0.69 0.0 30.0 OKS2.002 S11 100.500 0.050 0.000 1.01 0.0 39.2 SURCHARGEDS2.003 S12 100.398 0.048 0.000 1.26 0.0 47.4 SURCHARGEDS2.004 S13 99.789 -0.461 0.000 0.12 0.0 52.3 OKS3.000 S14 100.328 -0.152 0.000 0.48 0.0 64.4 OKS2.005 S15 99.711 -0.354 0.000 0.27 0.0 111.9 OKS2.006 S16 99.692 -0.208 0.000 0.27 0.0 130.7 OKS1.008 S17 99.671 0.076 0.000 1.00 0.0 484.2 SURCHARGEDS1.009 S18 99.414 0.114 0.000 0.98 0.0 493.6 SURCHARGEDS1.010 S19 99.062 0.172 0.000 0.92 0.0 482.4 SURCHARGEDS1.011 S20 98.797 0.222 0.000 1.07 0.0 499.3 SURCHARGEDS1.012 S21 98.430 0.180 0.000 1.23 0.0 494.9 SURCHARGEDS1.013 S22 98.188 0.098 0.000 1.08 0.0 505.8 SURCHARGEDS1.014 S23 97.932 0.067 0.000 1.07 0.0 512.8 SURCHARGEDS1.015 S24 97.642 0.037 0.000 1.09 0.0 518.2 SURCHARGEDS1.016 S25 97.355 0.000 0.000 1.00 0.0 524.3 OKS1.017 S26 96.485 -0.215 0.000 0.74 0.0 542.7 OKS1.018 S27 95.537 -0.263 0.000 0.60 0.0 554.7 OKS4.000 S28 97.806 -0.124 0.000 0.41 0.0 27.3 OKS4.001 S29 97.230 -0.100 0.000 0.58 0.0 63.1 OKS1.019 S30 94.672 -0.278 0.000 0.56 0.0 616.4 OKS1.020 S31 92.046 -0.604 0.000 0.24 0.0 648.7 OKS5.000 S33 94.347 -0.528 0.000 0.03 0.0 46.6 OKS5.001 S34 91.973 -0.487 0.000 0.08 0.0 92.8 OKS1.021 S32 90.490 -0.030 0.000 0.04 0.0 32.3 OKS6.000 S32 104.491 0.491 0.000 0.78 0.0 25.2 SURCHARGEDS6.001 S33 104.425 0.545 0.000 1.25 0.0 54.0 SURCHARGEDS6.002 S34 103.925 0.395 0.000 1.02 0.0 74.5 SURCHARGEDS6.003 S35 103.020 0.390 0.000 1.09 0.0 107.0 SURCHARGED




S6.004 S36 100.552 -0.028 0.000 0.84 0.0 157.7 OKS6.005 S37 99.143 0.713 0.000 1.26 0.0 206.9 SURCHARGEDS6.006 S38 97.981 0.281 0.000 1.18 0.0 226.4 SURCHARGEDS6.007 S39 96.837 -0.143 0.000 0.70 0.0 226.5 OKS6.008 S45 94.933 0.283 0.000 0.96 0.0 203.7 SURCHARGEDS1.022 S44 90.488 0.538 0.000 0.09 0.0 21.8 SURCHARGEDS1.023 S42 90.483 1.258 0.000 0.06 0.0 8.1 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)












DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.







ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


S1.000 S1 109.635 -0.165 0.000 0.57 0.0 91.9 OKS1.001 S2 109.032 -0.148 0.000 0.66 0.0 148.3 OKS1.002 S3 108.361 -0.114 0.000 0.80 0.0 217.7 OKS1.003 S4 107.041 -0.159 0.000 0.72 0.0 329.4 OKS1.004 S5 105.374 0.399 0.000 0.86 0.0 400.7 SURCHARGEDS1.005 S6 104.192 1.492 0.000 0.94 0.0 407.5 SURCHARGEDS1.006 S7 102.694 1.989 0.000 0.94 0.0 408.3 FLOOD RISKS1.007 S8 102.203 2.033 2.507 1.28 0.0 474.9 FLOODS2.000 S9 101.625 0.875 0.000 0.50 0.0 23.8 SURCHARGEDS2.001 S10 101.595 0.995 0.000 0.88 0.0 38.1 SURCHARGEDS2.002 S11 101.540 1.090 0.000 1.29 0.0 50.0 FLOOD RISKS2.003 S12 101.464 1.114 0.000 1.59 0.0 60.2 FLOOD RISKS2.004 S13 101.350 1.100 0.000 0.14 0.0 62.4 FLOOD RISKS3.000 S14 101.442 0.962 0.000 0.63 0.0 84.0 SURCHARGEDS2.005 S15 101.341 1.276 0.000 0.36 0.0 144.9 FLOOD RISKS2.006 S16 101.322 1.422 21.974 0.36 0.0 178.1 FLOODS1.008 S17 101.346 1.751 0.000 1.17 0.0 567.7 FLOOD RISKS1.009 S18 101.099 1.799 0.000 1.16 0.0 582.1 SURCHARGEDS1.010 S19 100.643 1.753 0.000 1.13 0.0 591.5 SURCHARGEDS1.011 S20 100.312 1.737 0.000 1.32 0.0 614.8 SURCHARGEDS1.012 S21 99.787 1.537 0.000 1.53 0.0 612.1 SURCHARGEDS1.013 S22 99.422 1.332 0.000 1.36 0.0 637.9 SURCHARGEDS1.014 S23 98.999 1.134 0.000 1.38 0.0 661.7 SURCHARGEDS1.015 S24 98.497 0.892 0.000 1.43 0.0 681.8 SURCHARGEDS1.016 S25 97.983 0.628 0.000 1.39 0.0 725.5 SURCHARGEDS1.017 S26 96.639 -0.061 0.000 1.00 0.0 737.9 OKS1.018 S27 95.615 -0.185 0.000 0.82 0.0 752.4 OKS4.000 S28 97.835 -0.095 0.000 0.62 0.0 41.7 OKS4.001 S29 97.272 -0.058 0.000 0.89 0.0 96.2 OKS1.019 S30 94.746 -0.204 0.000 0.76 0.0 842.2 OKS1.020 S31 92.101 -0.549 0.000 0.32 0.0 885.8 OKS5.000 S33 94.363 -0.512 0.000 0.05 0.0 71.1 OKS5.001 S34 92.000 -0.460 0.000 0.12 0.0 141.6 OKS1.021 S32 90.754 0.234 0.000 0.06 0.0 43.9 SURCHARGEDS6.000 S32 105.302 1.302 1.716 0.98 0.0 31.7 FLOODS6.001 S33 105.189 1.309 9.127 1.65 0.0 71.6 FLOODS6.002 S34 104.832 1.302 1.934 1.12 0.0 81.6 FLOODS6.003 S35 103.934 1.304 3.892 1.20 0.0 118.0 FLOOD




S6.004 S36 101.610 1.030 0.000 0.92 0.0 173.1 FLOOD RISKS6.005 S37 99.736 1.306 6.388 1.38 0.0 225.8 FLOODS6.006 S38 98.560 0.860 0.000 1.43 0.0 274.6 SURCHARGEDS6.007 S39 97.286 0.306 0.000 0.80 0.0 259.4 SURCHARGEDS6.008 S45 95.951 1.301 1.029 1.12 0.0 237.6 FLOODS1.022 S44 90.753 0.803 0.000 0.11 0.0 28.8 SURCHARGEDS1.023 S42 90.743 1.518 0.000 0.12 0.0 16.0 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)












DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

S1.000 15 Winter 200 +30%S1.001 15 Winter 200 +30%S1.002 15 Winter 200 +30%S1.003 15 Winter 200 +30% 200/15 WinterS1.004 15 Winter 200 +30% 100/15 SummerS1.005 30 Winter 200 +30% 100/15 Summer 200/15 Winter 3S1.006 30 Winter 200 +30% 30/15 Winter 200/15 Summer 5S1.007 30 Winter 200 +30% 30/15 Summer 100/30 Winter 7S2.000 30 Winter 200 +30% 100/15 SummerS2.001 30 Winter 200 +30% 100/15 SummerS2.002 30 Winter 200 +30% 30/15 Summer 200/30 Winter 1S2.003 30 Winter 200 +30% 30/15 SummerS2.004 30 Winter 200 +30% 100/15 SummerS3.000 30 Summer 200 +30% 100/15 SummerS2.005 30 Winter 200 +30% 100/15 SummerS2.006 60 Winter 200 +30% 100/15 Summer 100/30 Summer 10S1.008 30 Winter 200 +30% 30/15 Summer 200/15 Winter 4S1.009 30 Winter 200 +30% 30/15 WinterS1.010 30 Winter 200 +30% 30/15 SummerS1.011 30 Winter 200 +30% 30/15 SummerS1.012 30 Winter 200 +30% 30/15 SummerS1.013 30 Winter 200 +30% 30/15 WinterS1.014 30 Winter 200 +30% 30/15 WinterS1.015 30 Winter 200 +30% 30/30 SummerS1.016 30 Winter 200 +30% 100/15 SummerS1.017 30 Winter 200 +30% 200/30 WinterS1.018 30 Winter 200 +30%S4.000 15 Winter 200 +30%S4.001 15 Winter 200 +30% 200/15 WinterS1.019 30 Winter 200 +30%S1.020 30 Winter 200 +30%




S5.000 15 Winter 200 +30%S5.001 15 Winter 200 +30%S1.021 10080 Winter 200 +30% 100/15 SummerS6.000 30 Winter 200 +30% 30/15 Summer 100/15 Summer 11S6.001 30 Winter 200 +30% 30/15 Summer 100/15 Summer 12S6.002 30 Winter 200 +30% 30/15 Summer 100/15 Summer 11S6.003 30 Winter 200 +30% 30/15 Summer 100/15 Summer 11S6.004 30 Summer 200 +30% 100/15 SummerS6.005 30 Winter 200 +30% 30/15 Summer 100/15 Summer 11S6.006 30 Summer 200 +30% 30/15 SummerS6.007 30 Winter 200 +30% 100/15 SummerS6.008 60 Winter 200 +30% 30/15 Summer 100/30 Winter 7S1.022 10080 Winter 200 +30% 1/7200 WinterS1.023 10080 Winter 200 +30% 1/120 Summer


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


S1.000 S1 109.656 -0.144 0.000 0.66 0.0 106.4 OKS1.001 S2 109.057 -0.123 0.000 0.77 0.0 171.8 OKS1.002 S3 108.390 -0.085 0.000 0.93 0.0 252.0 OKS1.003 S4 107.283 0.083 0.000 0.80 0.0 366.6 SURCHARGEDS1.004 S5 106.263 1.288 0.000 0.87 0.0 406.6 SURCHARGEDS1.005 S6 104.560 1.860 9.648 0.96 0.0 416.9 FLOODS1.006 S7 102.738 2.033 7.959 0.99 0.0 431.0 FLOODS1.007 S8 102.223 2.053 22.736 1.30 0.0 481.4 FLOODS2.000 S9 101.904 1.154 0.000 0.54 0.0 25.5 FLOOD RISKS2.001 S10 101.862 1.262 0.000 0.94 0.0 41.0 FLOOD RISKS2.002 S11 101.750 1.300 0.032 1.37 0.0 53.2 FLOODS2.003 S12 101.612 1.262 0.000 1.67 0.0 63.2 FLOOD RISKS2.004 S13 101.397 1.147 0.000 0.15 0.0 66.1 FLOOD RISKS3.000 S14 101.563 1.083 0.000 0.80 0.0 107.4 FLOOD RISKS2.005 S15 101.385 1.320 0.000 0.40 0.0 161.3 FLOOD RISKS2.006 S16 101.367 1.467 67.584 0.55 0.0 271.4 FLOODS1.008 S17 101.383 1.788 3.674 1.18 0.0 574.4 FLOODS1.009 S18 101.246 1.946 0.000 1.17 0.0 587.7 SURCHARGEDS1.010 S19 100.964 2.074 0.000 1.14 0.0 595.7 SURCHARGEDS1.011 S20 100.656 2.081 0.000 1.35 0.0 625.6 SURCHARGEDS1.012 S21 100.117 1.867 0.000 1.53 0.0 611.8 SURCHARGEDS1.013 S22 99.793 1.703 0.000 1.41 0.0 661.5 SURCHARGEDS1.014 S23 99.381 1.516 0.000 1.44 0.0 689.7 SURCHARGEDS1.015 S24 98.852 1.247 0.000 1.50 0.0 713.5 SURCHARGEDS1.016 S25 98.278 0.923 0.000 1.50 0.0 783.8 SURCHARGEDS1.017 S26 96.829 0.129 0.000 1.08 0.0 797.3 SURCHARGEDS1.018 S27 95.640 -0.160 0.000 0.89 0.0 814.9 OKS4.000 S28 97.849 -0.081 0.000 0.72 0.0 48.3 OKS4.001 S29 97.348 0.018 0.000 1.00 0.0 108.9 SURCHARGEDS1.019 S30 94.771 -0.179 0.000 0.83 0.0 914.9 OKS1.020 S31 92.123 -0.527 0.000 0.36 0.0 987.8 OKS5.000 S33 94.371 -0.504 0.000 0.06 0.0 82.3 OKS5.001 S34 92.010 -0.450 0.000 0.14 0.0 164.0 OKS1.021 S32 90.863 0.343 0.000 0.06 0.0 47.6 SURCHARGEDS6.000 S32 105.304 1.304 3.818 0.98 0.0 31.6 FLOODS6.001 S33 105.195 1.315 15.217 1.76 0.0 76.2 FLOODS6.002 S34 104.834 1.304 4.361 1.16 0.0 84.8 FLOODS6.003 S35 103.940 1.310 9.732 1.22 0.0 119.7 FLOOD




S6.004 S36 101.850 1.270 0.000 0.98 0.0 184.2 FLOOD RISKS6.005 S37 99.751 1.321 21.302 1.38 0.0 225.8 FLOODS6.006 S38 98.736 1.036 0.000 1.51 0.0 290.2 FLOOD RISKS6.007 S39 97.374 0.394 0.000 0.82 0.0 264.5 SURCHARGEDS6.008 S45 95.956 1.306 6.066 1.12 0.0 237.0 FLOODS1.022 S44 90.862 0.912 0.000 0.13 0.0 33.1 SURCHARGEDS1.023 S42 90.852 1.627 0.000 0.13 0.0 16.2 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


Parsons Brinckerhoff Page 1Manchester Technology Centre A43 Highway DrainageOxford Road Catchment 2 Option EManchester M1 7ED FEH CheckDate 09/12/14 Designed by MABFile Catchment 2 FEH Option E 10y... Checked byXP Solutions Network 2014.1.1










DTS Status ON

Profile(s) Summer and WinterDuration(s) (mins) 60, 120, 180, 240, 360, 480, 600, 720, 960, 1440

Return Period(s) (years) 10Climate Change (%) 0


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

S1.000 60 Summer 10 0%S1.001 60 Summer 10 0%S1.002 60 Summer 10 0%S1.003 60 Summer 10 0%S1.004 60 Summer 10 0%S1.005 60 Summer 10 0%S1.006 60 Summer 10 0%S1.007 60 Summer 10 0%S2.000 60 Summer 10 0%S2.001 60 Summer 10 0%S2.002 60 Summer 10 0%S2.003 60 Summer 10 0%S2.004 60 Summer 10 0%S3.000 60 Summer 10 0%S2.005 60 Summer 10 0%S2.006 60 Summer 10 0%S1.008 60 Summer 10 0%S1.009 60 Summer 10 0%S1.010 60 Summer 10 0%S1.011 60 Summer 10 0%S1.012 60 Summer 10 0%S1.013 60 Summer 10 0%S1.014 60 Summer 10 0%S1.015 60 Summer 10 0%S1.016 60 Summer 10 0%S1.017 60 Summer 10 0%S1.018 60 Summer 10 0%S4.000 60 Summer 10 0%S4.001 60 Summer 10 0%S1.019 60 Summer 10 0%S1.020 60 Summer 10 0%S5.000 60 Summer 10 0%




S5.001 60 Summer 10 0%S1.021 60 Winter 10 0%S6.000 60 Summer 10 0%S6.001 60 Summer 10 0%S6.002 60 Summer 10 0%S6.003 60 Summer 10 0%S6.004 60 Summer 10 0%S6.005 60 Summer 10 0%S6.006 60 Summer 10 0%S6.007 60 Summer 10 0%S6.008 60 Summer 10 0%S1.022 1440 Winter 10 0%S1.023 1440 Winter 10 0% 10/60 Summer


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


S1.000 S1 109.541 -0.259 0.000 0.20 0.0 32.8 OKS1.001 S2 108.930 -0.250 0.000 0.23 0.0 52.7 OKS1.002 S3 108.240 -0.235 0.000 0.28 0.0 77.4 OKS1.003 S4 106.908 -0.292 0.000 0.26 0.0 117.9 OKS1.004 S5 104.710 -0.265 0.000 0.34 0.0 158.4 OKS1.005 S6 102.467 -0.233 0.000 0.46 0.0 199.2 OKS1.006 S7 100.445 -0.260 0.000 0.50 0.0 219.2 OKS1.007 S8 99.973 -0.197 0.000 0.69 0.0 256.8 OKS2.000 S9 100.596 -0.154 0.000 0.21 0.0 10.2 OKS2.001 S10 100.473 -0.127 0.000 0.38 0.0 16.6 OKS2.002 S11 100.349 -0.101 0.000 0.56 0.0 21.7 OKS2.003 S12 100.270 -0.080 0.000 0.70 0.0 26.5 OKS2.004 S13 99.756 -0.494 0.000 0.07 0.0 29.5 OKS3.000 S14 100.284 -0.196 0.000 0.26 0.0 34.2 OKS2.005 S15 99.636 -0.429 0.000 0.17 0.0 71.0 OKS2.006 S16 99.480 -0.420 0.000 0.18 0.0 86.3 OKS1.008 S17 99.382 -0.213 0.000 0.73 0.0 353.4 OKS1.009 S18 99.090 -0.210 0.000 0.74 0.0 374.1 OKS1.010 S19 98.673 -0.217 0.000 0.73 0.0 383.3 OKS1.011 S20 98.408 -0.167 0.000 0.85 0.0 394.6 OKS1.012 S21 98.130 -0.120 0.000 1.00 0.0 399.0 OKS1.013 S22 97.926 -0.164 0.000 0.88 0.0 410.5 OKS1.014 S23 97.699 -0.166 0.000 0.87 0.0 416.2 OKS1.015 S24 97.447 -0.158 0.000 0.88 0.0 418.5 OKS1.016 S25 97.181 -0.174 0.000 0.84 0.0 438.0 OKS1.017 S26 96.438 -0.262 0.000 0.61 0.0 447.5 OKS1.018 S27 95.497 -0.303 0.000 0.49 0.0 451.7 OKS4.000 S28 97.777 -0.153 0.000 0.22 0.0 14.5 OKS4.001 S29 97.191 -0.139 0.000 0.31 0.0 33.3 OKS1.019 S30 94.625 -0.325 0.000 0.43 0.0 475.2 OKS1.020 S31 92.005 -0.645 0.000 0.18 0.0 486.9 OKS5.000 S33 94.327 -0.548 0.000 0.02 0.0 24.6 OKS5.001 S34 91.940 -0.520 0.000 0.04 0.0 48.7 OKS1.021 S32 90.164 -0.356 0.000 0.67 0.0 507.2 OKS6.000 S32 103.891 -0.109 0.000 0.51 0.0 16.4 OKS6.001 S33 103.822 -0.058 0.000 0.86 0.0 37.3 OKS6.002 S34 103.453 -0.077 0.000 0.73 0.0 53.8 OKS6.003 S35 102.562 -0.068 0.000 0.79 0.0 78.0 OKS6.004 S36 100.445 -0.135 0.000 0.56 0.0 106.0 OK




S6.005 S37 98.335 -0.095 0.000 0.87 0.0 142.5 OKS6.006 S38 97.597 -0.103 0.000 0.86 0.0 165.5 OKS6.007 S39 96.797 -0.183 0.000 0.51 0.0 164.0 OKS6.008 S45 94.527 -0.123 0.000 0.68 0.0 144.9 OKS1.022 S44 89.910 -0.040 0.000 0.40 0.0 102.4 OKS1.023 S42 89.907 0.682 0.000 0.03 0.0 3.9 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


Parsons Brinckerhoff Page 1Manchester Technology Centre A43 Highway DrainageOxford Road Catchment 2 Option EManchester M1 7ED FEH CheckDate 09/12/14 Designed by MABFile Catchment 2 FEH Option E.mdx Checked byXP Solutions Network 2014.1.1



PN Length(m)

Fall(m)

Slope(1:X)

I.Area(ha)

T.E.(mins)

BaseFlow (l/s)

k(mm)

HYDSECT

DIA(mm)

S1.000 86.250 0.620 139.1 0.196 5.00 0.0 0.600 o 375S1.001 47.720 0.705 67.7 0.120 0.00 0.0 0.600 o 375S1.002 60.720 1.275 47.6 0.147 0.00 0.0 0.600 o 375S1.003 100.000 2.225 44.9 0.239 0.00 0.0 0.600 o 450S1.004 100.000 2.275 44.0 0.239 0.00 0.0 0.600 o 450S1.005 99.590 1.995 49.9 0.246 0.00 0.0 0.600 o 450S1.006 53.230 0.535 99.5 0.127 0.00 0.0 0.600 o 525S1.007 85.840 0.575 149.3 0.277 0.00 0.0 0.600 o 525

S2.000 13.460 0.150 89.7 0.060 5.00 0.0 0.600 o 225S2.001 17.070 0.150 113.8 0.037 0.00 0.0 0.600 o 225S2.002 13.480 0.100 134.8 0.031 0.00 0.0 0.600 o 225S2.003 14.490 0.100 144.9 0.028 0.00 0.0 0.600 o 225S2.004 27.310 0.185 147.6 0.017 0.00 0.0 0.600 o 600

S3.000 20.250 0.385 52.6 0.201 5.00 0.0 0.600 o 300

S2.005 24.610 0.165 149.2 0.044 0.00 0.0 0.600 o 600S2.006 45.120 0.305 147.9 0.093 0.00 0.0 0.600 o 600

S1.008 44.180 0.295 149.8 0.096 0.00 0.0 0.600 o 600S1.009 61.400 0.410 149.8 0.141 0.00 0.0 0.600 o 600S1.010 39.460 0.315 125.3 0.092 0.00 0.0 0.600 o 600S1.011 55.870 0.325 171.9 0.161 0.00 0.0 0.600 o 600S1.012 23.680 0.160 148.0 0.000 0.00 0.0 0.600 o 600


PN US/IL(m)

Σ I.Area(ha)

Σ BaseFlow (l/s)

Vel(m/s)

Cap(l/s)

S1.000 109.425 0.196 0.0 1.53 169.5S1.001 108.805 0.316 0.0 2.21 243.5S1.002 108.100 0.463 0.0 2.63 290.6S1.003 106.750 0.702 0.0 3.04 483.3S1.004 104.525 0.941 0.0 3.07 488.8S1.005 102.250 1.187 0.0 2.88 458.5S1.006 100.180 1.314 0.0 2.25 486.1S1.007 99.645 1.591 0.0 1.83 396.4

S2.000 100.525 0.060 0.0 1.38 54.9S2.001 100.375 0.097 0.0 1.22 48.7S2.002 100.225 0.128 0.0 1.12 44.7S2.003 100.125 0.156 0.0 1.08 43.1S2.004 99.650 0.173 0.0 2.00 566.1

S3.000 100.180 0.201 0.0 2.17 153.6

S2.005 99.465 0.418 0.0 1.99 563.2S2.006 99.300 0.511 0.0 2.00 565.5

S1.008 98.995 2.198 0.0 1.99 562.0S1.009 98.700 2.339 0.0 1.99 562.0S1.010 98.290 2.431 0.0 2.17 614.8S1.011 97.975 2.592 0.0 1.85 524.3S1.012 97.650 2.592 0.0 2.00 565.4




PN Length(m)

Fall(m)

Slope(1:X)

I.Area(ha)

T.E.(mins)

BaseFlow (l/s)

k(mm)

HYDSECT

DIA(mm)

S1.013 33.400 0.225 148.4 0.125 0.00 0.0 0.600 o 600S1.014 38.310 0.260 147.3 0.094 0.00 0.0 0.600 o 600S1.015 36.800 0.250 147.2 0.087 0.00 0.0 0.600 o 600S1.016 98.190 0.655 149.9 0.236 0.00 0.0 0.600 o 600S1.017 63.290 0.900 70.3 0.161 0.00 0.0 0.600 o 600S1.018 32.520 0.850 38.3 0.078 0.00 0.0 0.600 o 600

S4.000 31.670 0.600 52.8 0.086 5.00 0.0 0.600 o 225S4.001 50.670 2.380 21.3 0.106 0.00 0.0 0.600 o 225

S1.019 74.860 2.300 32.5 0.170 0.00 0.0 0.600 o 600S1.020 87.150 2.130 40.9 0.196 0.00 0.0 0.600 o 900

S5.000 47.000 2.425 19.4 0.145 5.00 0.0 0.600 o 600S5.001 53.910 1.940 27.8 0.136 0.00 0.0 0.600 o 600

S1.021 58.100 0.120 484.2 0.000 0.00 0.0 0.600 o 900

S6.000 26.540 0.120 221.2 0.098 5.00 0.0 0.600 o 225S6.001 45.820 0.350 130.9 0.122 0.00 0.0 0.600 o 225S6.002 41.300 0.900 45.9 0.098 0.00 0.0 0.600 o 225S6.003 53.570 2.050 26.1 0.145 0.00 0.0 0.600 o 225S6.004 69.250 2.150 32.2 0.167 0.00 0.0 0.600 o 300S6.005 99.870 0.730 136.8 0.227 0.00 0.0 0.600 o 375S6.006 69.890 0.720 97.1 0.161 0.00 0.0 0.600 o 375


PN US/IL(m)

Σ I.Area(ha)

Σ BaseFlow (l/s)

Vel(m/s)

Cap(l/s)

S1.013 97.490 2.717 0.0 2.00 564.5S1.014 97.265 2.811 0.0 2.00 566.6S1.015 97.005 2.898 0.0 2.01 566.9S1.016 96.755 3.134 0.0 1.99 561.7S1.017 96.100 3.295 0.0 2.91 821.8S1.018 95.200 3.373 0.0 3.95 1115.5

S4.000 97.705 0.086 0.0 1.80 71.7S4.001 97.105 0.192 0.0 2.85 113.3

S1.019 94.350 3.735 0.0 4.28 1209.7S1.020 91.750 3.931 0.0 4.91 3121.2

S5.000 94.275 0.145 0.0 5.55 1568.8S5.001 91.860 0.281 0.0 4.63 1309.5

S1.021 89.620 4.212 0.0 1.42 901.6

S6.000 103.775 0.098 0.0 0.88 34.8S6.001 103.655 0.220 0.0 1.14 45.4S6.002 103.305 0.318 0.0 1.94 77.0S6.003 102.405 0.463 0.0 2.57 102.2S6.004 100.280 0.630 0.0 2.78 196.5S6.005 98.055 0.857 0.0 1.55 170.9S6.006 97.325 1.018 0.0 1.84 203.1




PN Length(m)

Fall(m)

Slope(1:X)

I.Area(ha)

T.E.(mins)

BaseFlow (l/s)

k(mm)

HYDSECT

DIA(mm)

S6.007 81.140 2.330 34.8 0.000 0.00 0.0 0.600 o 375S6.008 415.850 4.775 87.1 0.000 0.00 0.0 0.600 o 375

S1.022 70.000 0.500 140.0 0.000 0.00 0.0 0.600 o 450S1.023 69.700 4.500 15.5 0.000 0.00 0.0 0.600 o 225


PN US/IL(m)

Σ I.Area(ha)

Σ BaseFlow (l/s)

Vel(m/s)

Cap(l/s)

S6.007 96.605 1.018 0.0 3.08 340.1S6.008 94.275 1.018 0.0 1.94 214.5

S1.022 89.500 5.230 0.0 1.72 273.0S1.023 89.000 5.230 0.0 3.34 132.9




MHName

MHCL (m)

MHDepth(m)

MHConnection

MHDiam.,L*W

(mm)PN

Pipe OutInvert


PNPipes InInvert


Backdrop(mm)

S1 111.100 1.675 Open Manhole 1050 S1.000 109.425 375

S2 110.480 1.675 Open Manhole 1050 S1.001 108.805 375 S1.000 108.805 375

S3 109.750 1.650 Open Manhole 1050 S1.002 108.100 375 S1.001 108.100 375

S4 108.550 1.800 Open Manhole 1050 S1.003 106.750 450 S1.002 106.825 375

S5 106.600 2.075 Open Manhole 1050 S1.004 104.525 450 S1.003 104.525 450

S6 104.550 2.300 Open Manhole 1050 S1.005 102.250 450 S1.004 102.250 450

S7 102.730 2.550 Open Manhole 1200 S1.006 100.180 525 S1.005 100.255 450

S8 102.200 2.555 Open Manhole 1200 S1.007 99.645 525 S1.006 99.645 525

S9 102.050 1.525 Open Manhole 1050 S2.000 100.525 225

S10 101.900 1.525 Open Manhole 1050 S2.001 100.375 225 S2.000 100.375 225

S11 101.750 1.525 Open Manhole 1050 S2.002 100.225 225 S2.001 100.225 225

S12 101.650 1.525 Open Manhole 1050 S2.003 100.125 225 S2.002 100.125 225

S13 101.550 1.900 Open Manhole 1200 S2.004 99.650 600 S2.003 100.025 225

S14 101.780 1.600 Open Manhole 1050 S3.000 100.180 300

S15 101.530 2.065 Open Manhole 1200 S2.005 99.465 600 S2.004 99.465 600

S3.000 99.795 300 30

S16 101.300 2.000 Open Manhole 1200 S2.006 99.300 600 S2.005 99.300 600

S17 101.380 2.385 Open Manhole 1200 S1.008 98.995 600 S1.007 99.070 525

S2.006 98.995 600

S18 101.650 2.950 Open Manhole 1200 S1.009 98.700 600 S1.008 98.700 600

S19 101.930 3.640 Open Manhole 1200 S1.010 98.290 600 S1.009 98.290 600

S20 101.900 3.925 Open Manhole 1200 S1.011 97.975 600 S1.010 97.975 600

S21 101.950 4.300 Open Manhole 1200 S1.012 97.650 600 S1.011 97.650 600

S22 101.980 4.490 Open Manhole 1200 S1.013 97.490 600 S1.012 97.490 600

S23 101.630 4.365 Open Manhole 1200 S1.014 97.265 600 S1.013 97.265 600

S24 101.250 4.245 Open Manhole 1200 S1.015 97.005 600 S1.014 97.005 600

S25 100.850 4.095 Open Manhole 1200 S1.016 96.755 600 S1.015 96.755 600

S26 98.930 2.830 Open Manhole 1200 S1.017 96.100 600 S1.016 96.100 600

S27 97.100 1.900 Open Manhole 1200 S1.018 95.200 600 S1.017 95.200 600

S28 99.230 1.525 Open Manhole 1050 S4.000 97.705 225

S29 98.630 1.525 Open Manhole 1050 S4.001 97.105 225 S4.000 97.105 225

S30 96.250 1.900 Open Manhole 1200 S1.019 94.350 600 S1.018 94.350 600

S4.001 94.725 225

S31 93.950 2.200 Open Manhole 1500 S1.020 91.750 900 S1.019 92.050 600

S33 95.450 1.175 Open Manhole 1200 S5.000 94.275 600

S34 93.600 1.750 Open Manhole 1200 S5.001 91.860 600 S5.000 91.850 600

S32 92.250 2.630 Open Manhole 1500 S1.021 89.620 900 S1.020 89.620 900

S5.001 89.920 600

S32 105.300 1.525 Open Manhole 1050 S6.000 103.775 225

S33 105.180 1.525 Open Manhole 1200 S6.001 103.655 225 S6.000 103.655 225

S34 104.830 1.525 Open Manhole 1050 S6.002 103.305 225 S6.001 103.305 225

S35 103.930 1.525 Open Manhole 1050 S6.003 102.405 225 S6.002 102.405 225




MHName

MHCL (m)

MHDepth(m)

MHConnection

MHDiam.,L*W

(mm)PN

Pipe OutInvert


PNPipes InInvert


Backdrop(mm)

S36 101.880 1.600 Open Manhole 1050 S6.004 100.280 300 S6.003 100.355 225

S37 99.730 1.675 Open Manhole 1050 S6.005 98.055 375 S6.004 98.130 300

S38 99.000 1.675 Open Manhole 1050 S6.006 97.325 375 S6.005 97.325 375

S39 98.280 1.675 Open Manhole 1050 S6.007 96.605 375 S6.006 96.605 375

S45 95.950 1.675 Open Manhole 1050 S6.008 94.275 375 S6.007 94.275 375

S44 91.500 2.000 Open Manhole 1050 S1.022 89.500 450 S1.021 89.500 900

S6.008 89.500 375

S42 91.500 2.500 Open Manhole 1050 S1.023 89.000 225 S1.022 89.000 450




Upstream Manhole


PN HydSect

Diam(mm)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

S1.000 o 375 S1 111.100 109.425 1.300 Open Manhole 1050S1.001 o 375 S2 110.480 108.805 1.300 Open Manhole 1050S1.002 o 375 S3 109.750 108.100 1.275 Open Manhole 1050S1.003 o 450 S4 108.550 106.750 1.350 Open Manhole 1050S1.004 o 450 S5 106.600 104.525 1.625 Open Manhole 1050S1.005 o 450 S6 104.550 102.250 1.850 Open Manhole 1050S1.006 o 525 S7 102.730 100.180 2.025 Open Manhole 1200S1.007 o 525 S8 102.200 99.645 2.030 Open Manhole 1200


S3.000 o 300 S14 101.780 100.180 1.300 Open Manhole 1050



Downstream Manhole

PN Length(m)

Slope(1:X)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

S1.000 86.250 139.1 S2 110.480 108.805 1.300 Open Manhole 1050S1.001 47.720 67.7 S3 109.750 108.100 1.275 Open Manhole 1050S1.002 60.720 47.6 S4 108.550 106.825 1.350 Open Manhole 1050S1.003 100.000 44.9 S5 106.600 104.525 1.625 Open Manhole 1050S1.004 100.000 44.0 S6 104.550 102.250 1.850 Open Manhole 1050S1.005 99.590 49.9 S7 102.730 100.255 2.025 Open Manhole 1200S1.006 53.230 99.5 S8 102.200 99.645 2.030 Open Manhole 1200S1.007 85.840 149.3 S17 101.380 99.070 1.785 Open Manhole 1200


S3.000 20.250 52.6 S15 101.530 99.795 1.435 Open Manhole 1200





Upstream Manhole


PN HydSect

Diam(mm)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

S1.012 o 600 S21 101.950 97.650 3.700 Open Manhole 1200S1.013 o 600 S22 101.980 97.490 3.890 Open Manhole 1200S1.014 o 600 S23 101.630 97.265 3.765 Open Manhole 1200S1.015 o 600 S24 101.250 97.005 3.645 Open Manhole 1200S1.016 o 600 S25 100.850 96.755 3.495 Open Manhole 1200S1.017 o 600 S26 98.930 96.100 2.230 Open Manhole 1200S1.018 o 600 S27 97.100 95.200 1.300 Open Manhole 1200




S1.021 o 900 S32 92.250 89.620 1.730 Open Manhole 1500


Downstream Manhole

PN Length(m)

Slope(1:X)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

S1.012 23.680 148.0 S22 101.980 97.490 3.890 Open Manhole 1200S1.013 33.400 148.4 S23 101.630 97.265 3.765 Open Manhole 1200S1.014 38.310 147.3 S24 101.250 97.005 3.645 Open Manhole 1200S1.015 36.800 147.2 S25 100.850 96.755 3.495 Open Manhole 1200S1.016 98.190 149.9 S26 98.930 96.100 2.230 Open Manhole 1200S1.017 63.290 70.3 S27 97.100 95.200 1.300 Open Manhole 1200S1.018 32.520 38.3 S30 96.250 94.350 1.300 Open Manhole 1200




S1.021 58.100 484.2 S44 91.500 89.500 1.100 Open Manhole 1050




Upstream Manhole


PN HydSect

Diam(mm)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)



Downstream Manhole

PN Length(m)

Slope(1:X)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)


S1.022 70.000 140.0 S42 91.500 89.000 2.050 Open Manhole 1050S1.023 69.700 15.5 S 86.500 84.500 1.775 Open Manhole 0






















0.100 2.8 1.200 3.8 3.000 5.8 7.000 8.60.200 3.6 1.400 4.1 3.500 6.2 7.500 8.90.300 3.9 1.600 4.3 4.000 6.6 8.000 9.20.400 3.9 1.800 4.6 4.500 7.0 8.500 9.50.500 3.9 2.000 4.8 5.000 7.4 9.000 9.70.600 3.8 2.200 5.0 5.500 7.7 9.500 10.00.800 3.2 2.400 5.2 6.000 8.01.000 3.5 2.600 5.4 6.500 8.3













0.100 5.4 1.200 10.8 3.000 16.7 7.000 25.10.200 10.7 1.400 11.7 3.500 18.0 7.500 26.00.300 11.4 1.600 12.4 4.000 19.2 8.000 26.80.400 11.6 1.800 13.1 4.500 20.3 8.500 27.60.500 11.5 2.000 13.8 5.000 21.4 9.000 28.30.600 11.3 2.200 14.4 5.500 22.4 9.500 29.10.800 10.4 2.400 15.0 6.000 23.31.000 9.9 2.600 15.6 6.500 24.2







0.000 2657.0 2.000 4181.0




0.000 2245.0 2.500 4010.0











DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

S1.000 60 Summer 1 +5%S1.001 60 Summer 1 +5% 200/60 SummerS1.002 60 Summer 1 +5% 200/60 SummerS1.003 60 Summer 1 +5% 200/60 SummerS1.004 60 Summer 1 +5% 100/60 Summer 200/60 Summer 1S1.005 60 Summer 1 +5% 100/60 Summer 100/60 Summer 3S1.006 60 Summer 1 +5% 100/60 Summer 100/60 Summer 4S1.007 60 Summer 1 +5% 30/60 Summer 100/60 Summer 5S2.000 60 Summer 1 +5% 100/60 SummerS2.001 60 Summer 1 +5% 100/60 Summer 200/60 Summer 2S2.002 60 Summer 1 +5% 30/60 Summer 100/60 Summer 3S2.003 60 Summer 1 +5% 30/60 Summer 200/60 Winter 1S2.004 60 Summer 1 +5% 100/60 SummerS3.000 60 Summer 1 +5% 100/60 SummerS2.005 60 Summer 1 +5% 100/60 SummerS2.006 60 Summer 1 +5% 100/60 Summer 100/60 Summer 6S1.008 60 Summer 1 +5% 30/60 Summer 100/60 Summer 5S1.009 60 Summer 1 +5% 30/60 SummerS1.010 60 Summer 1 +5% 30/60 SummerS1.011 60 Summer 1 +5% 30/60 SummerS1.012 60 Summer 1 +5% 30/60 SummerS1.013 60 Summer 1 +5% 30/60 SummerS1.014 60 Summer 1 +5% 30/60 SummerS1.015 60 Summer 1 +5% 30/60 SummerS1.016 60 Summer 1 +5% 30/60 SummerS1.017 60 Summer 1 +5% 100/60 SummerS1.018 60 Summer 1 +5%S4.000 60 Summer 1 +5%




S4.001 60 Summer 1 +5% 200/60 SummerS1.019 60 Summer 1 +5%S1.020 60 Summer 1 +5%S5.000 60 Summer 1 +5%S5.001 60 Summer 1 +5%S1.021 60 Summer 1 +5% 100/60 SummerS6.000 60 Summer 1 +5% 30/60 Summer 100/60 Summer 5S6.001 60 Summer 1 +5% 30/60 Summer 100/60 Summer 5S6.002 60 Summer 1 +5% 30/60 Summer 100/60 Summer 5S6.003 60 Summer 1 +5% 30/60 Summer 100/60 Summer 5S6.004 60 Summer 1 +5% 100/60 Summer 200/60 Summer 1S6.005 60 Summer 1 +5% 30/60 Summer 100/60 Summer 5S6.006 60 Summer 1 +5% 30/60 SummerS6.007 60 Summer 1 +5% 100/60 SummerS6.008 60 Summer 1 +5% 30/60 Summer 100/60 Summer 6S1.022 180 Winter 1 +5% 30/60 WinterS1.023 4320 Winter 1 +5% 1/180 Summer


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


S1.000 S1 109.509 -0.291 0.000 0.11 0.0 17.7 OKS1.001 S2 108.893 -0.287 0.000 0.13 0.0 28.1 OKS1.002 S3 108.196 -0.279 0.000 0.15 0.0 40.8 OKS1.003 S4 106.859 -0.341 0.000 0.13 0.0 61.0 OKS1.004 S5 104.651 -0.324 0.000 0.17 0.0 80.5 OKS1.005 S6 102.398 -0.302 0.000 0.23 0.0 99.6 OKS1.006 S7 100.361 -0.344 0.000 0.25 0.0 110.5 OKS1.007 S8 99.864 -0.306 0.000 0.36 0.0 132.6 OKS2.000 S9 100.576 -0.174 0.000 0.12 0.0 5.5 OKS2.001 S10 100.444 -0.156 0.000 0.20 0.0 8.6 OKS2.002 S11 100.308 -0.142 0.000 0.29 0.0 11.3 OKS2.003 S12 100.220 -0.130 0.000 0.37 0.0 13.8 OKS2.004 S13 99.723 -0.527 0.000 0.04 0.0 15.3 OKS3.000 S14 100.254 -0.226 0.000 0.14 0.0 18.4 OKS2.005 S15 99.588 -0.477 0.000 0.09 0.0 37.4 OKS2.006 S16 99.422 -0.478 0.000 0.09 0.0 45.3 OKS1.008 S17 99.250 -0.345 0.000 0.38 0.0 183.2 OKS1.009 S18 98.957 -0.343 0.000 0.38 0.0 191.4 OKS1.010 S19 98.547 -0.343 0.000 0.38 0.0 196.9 OKS1.011 S20 98.259 -0.316 0.000 0.45 0.0 209.1 OKS1.012 S21 97.956 -0.294 0.000 0.52 0.0 208.9 OKS1.013 S22 97.776 -0.314 0.000 0.46 0.0 215.2 OKS1.014 S23 97.552 -0.313 0.000 0.45 0.0 218.1 OKS1.015 S24 97.296 -0.309 0.000 0.47 0.0 224.2 OKS1.016 S25 97.039 -0.316 0.000 0.45 0.0 235.0 OKS1.017 S26 96.336 -0.364 0.000 0.33 0.0 241.0 OKS1.018 S27 95.410 -0.390 0.000 0.26 0.0 243.8 OKS4.000 S28 97.757 -0.173 0.000 0.12 0.0 7.8 OKS4.001 S29 97.165 -0.165 0.000 0.16 0.0 16.9 OKS1.019 S30 94.547 -0.403 0.000 0.24 0.0 259.4 OKS1.020 S31 91.938 -0.712 0.000 0.10 0.0 267.6 OKS5.000 S33 94.303 -0.572 0.000 0.01 0.0 13.3 OKS5.001 S34 91.921 -0.539 0.000 0.02 0.0 24.8 OKS1.021 S32 89.999 -0.521 0.000 0.37 0.0 278.8 OKS6.000 S32 103.857 -0.143 0.000 0.28 0.0 8.9 OK




S6.001 S33 103.761 -0.119 0.000 0.45 0.0 19.5 OKS6.002 S34 103.401 -0.129 0.000 0.38 0.0 27.8 OKS6.003 S35 102.505 -0.125 0.000 0.41 0.0 40.1 OKS6.004 S36 100.390 -0.190 0.000 0.29 0.0 54.1 OKS6.005 S37 98.232 -0.198 0.000 0.44 0.0 71.6 OKS6.006 S38 97.501 -0.199 0.000 0.44 0.0 84.8 OKS6.007 S39 96.735 -0.245 0.000 0.26 0.0 84.7 OKS6.008 S45 94.439 -0.211 0.000 0.35 0.0 75.1 OKS1.022 S44 89.683 -0.267 0.000 0.35 0.0 88.8 OKS1.023 S42 89.557 0.332 0.000 0.03 0.0 3.9 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)












DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

S1.000 60 Summer 5 +5%S1.001 60 Summer 5 +5% 200/60 SummerS1.002 60 Summer 5 +5% 200/60 SummerS1.003 60 Summer 5 +5% 200/60 SummerS1.004 60 Summer 5 +5% 100/60 Summer 200/60 Summer 1S1.005 60 Summer 5 +5% 100/60 Summer 100/60 Summer 3S1.006 60 Summer 5 +5% 100/60 Summer 100/60 Summer 4S1.007 60 Summer 5 +5% 30/60 Summer 100/60 Summer 5S2.000 60 Summer 5 +5% 100/60 SummerS2.001 60 Summer 5 +5% 100/60 Summer 200/60 Summer 2S2.002 60 Summer 5 +5% 30/60 Summer 100/60 Summer 3S2.003 60 Summer 5 +5% 30/60 Summer 200/60 Winter 1S2.004 60 Summer 5 +5% 100/60 SummerS3.000 60 Summer 5 +5% 100/60 SummerS2.005 60 Summer 5 +5% 100/60 SummerS2.006 60 Summer 5 +5% 100/60 Summer 100/60 Summer 6S1.008 60 Summer 5 +5% 30/60 Summer 100/60 Summer 5S1.009 60 Summer 5 +5% 30/60 SummerS1.010 60 Summer 5 +5% 30/60 SummerS1.011 60 Summer 5 +5% 30/60 SummerS1.012 60 Summer 5 +5% 30/60 SummerS1.013 60 Summer 5 +5% 30/60 SummerS1.014 60 Summer 5 +5% 30/60 SummerS1.015 60 Summer 5 +5% 30/60 SummerS1.016 60 Summer 5 +5% 30/60 SummerS1.017 60 Summer 5 +5% 100/60 SummerS1.018 60 Summer 5 +5%S4.000 60 Summer 5 +5%






ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)







PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)












DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

S1.000 60 Summer 30 +10%S1.001 60 Summer 30 +10% 200/60 SummerS1.002 60 Summer 30 +10% 200/60 SummerS1.003 60 Summer 30 +10% 200/60 SummerS1.004 60 Summer 30 +10% 100/60 Summer 200/60 Summer 1S1.005 60 Summer 30 +10% 100/60 Summer 100/60 Summer 3S1.006 60 Summer 30 +10% 100/60 Summer 100/60 Summer 4S1.007 60 Summer 30 +10% 30/60 Summer 100/60 Summer 5S2.000 60 Summer 30 +10% 100/60 SummerS2.001 60 Summer 30 +10% 100/60 Summer 200/60 Summer 2S2.002 60 Summer 30 +10% 30/60 Summer 100/60 Summer 3S2.003 60 Summer 30 +10% 30/60 Summer 200/60 Winter 1S2.004 60 Summer 30 +10% 100/60 SummerS3.000 60 Summer 30 +10% 100/60 SummerS2.005 60 Summer 30 +10% 100/60 SummerS2.006 60 Summer 30 +10% 100/60 Summer 100/60 Summer 6S1.008 60 Summer 30 +10% 30/60 Summer 100/60 Summer 5S1.009 60 Summer 30 +10% 30/60 SummerS1.010 60 Summer 30 +10% 30/60 SummerS1.011 60 Summer 30 +10% 30/60 SummerS1.012 60 Summer 30 +10% 30/60 SummerS1.013 60 Summer 30 +10% 30/60 SummerS1.014 60 Summer 30 +10% 30/60 SummerS1.015 60 Summer 30 +10% 30/60 SummerS1.016 60 Winter 30 +10% 30/60 SummerS1.017 60 Winter 30 +10% 100/60 SummerS1.018 60 Winter 30 +10%S4.000 60 Summer 30 +10%






ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


S1.000 S1 109.575 -0.225 0.000 0.33 0.0 52.9 OKS1.001 S2 108.969 -0.211 0.000 0.38 0.0 85.0 OKS1.002 S3 108.284 -0.191 0.000 0.46 0.0 125.0 OKS1.003 S4 106.957 -0.243 0.000 0.41 0.0 190.6 OKS1.004 S5 104.769 -0.206 0.000 0.55 0.0 256.2 OKS1.005 S6 102.545 -0.155 0.000 0.74 0.0 322.1 OKS1.006 S7 100.639 -0.066 0.000 0.80 0.0 348.5 OKS1.007 S8 100.307 0.137 0.000 1.06 0.0 391.8 SURCHARGEDS2.000 S9 100.617 -0.133 0.000 0.35 0.0 16.5 OKS2.001 S10 100.513 -0.087 0.000 0.61 0.0 26.6 OKS2.002 S11 100.455 0.005 0.000 0.90 0.0 34.9 SURCHARGEDS2.003 S12 100.372 0.022 0.000 1.13 0.0 42.6 SURCHARGEDS2.004 S13 99.808 -0.442 0.000 0.11 0.0 47.1 OKS3.000 S14 100.315 -0.165 0.000 0.41 0.0 55.3 OKS2.005 S15 99.794 -0.271 0.000 0.27 0.0 110.9 OKS2.006 S16 99.781 -0.119 0.000 0.26 0.0 126.7 OKS1.008 S17 99.760 0.165 0.000 0.99 0.0 481.0 SURCHARGEDS1.009 S18 99.524 0.224 0.000 0.97 0.0 490.0 SURCHARGEDS1.010 S19 99.184 0.294 0.000 0.92 0.0 480.7 SURCHARGEDS1.011 S20 98.924 0.349 0.000 1.08 0.0 502.0 SURCHARGEDS1.012 S21 98.551 0.301 0.000 1.24 0.0 497.6 SURCHARGEDS1.013 S22 98.305 0.215 0.000 1.10 0.0 512.5 SURCHARGEDS1.014 S23 98.033 0.168 0.000 1.09 0.0 521.1 SURCHARGEDS1.015 S24 97.722 0.117 0.000 1.11 0.0 531.0 SURCHARGEDS1.016 S25 97.415 0.060 0.000 1.06 0.0 554.4 SURCHARGEDS1.017 S26 96.502 -0.198 0.000 0.78 0.0 575.1 OKS1.018 S27 95.549 -0.251 0.000 0.64 0.0 584.9 OKS4.000 S28 97.798 -0.132 0.000 0.35 0.0 23.4 OKS4.001 S29 97.219 -0.111 0.000 0.50 0.0 53.8 OKS1.019 S30 94.685 -0.265 0.000 0.58 0.0 641.9 OKS1.020 S31 92.058 -0.592 0.000 0.25 0.0 682.8 OKS5.000 S33 94.343 -0.532 0.000 0.03 0.0 40.0 OKS5.001 S34 91.963 -0.497 0.000 0.07 0.0 79.0 OKS1.021 S32 90.340 -0.180 0.000 0.98 0.0 741.7 OKS6.000 S32 104.354 0.354 0.000 0.73 0.0 23.4 SURCHARGED




S6.001 S33 104.290 0.410 0.000 1.20 0.0 52.0 SURCHARGEDS6.002 S34 103.796 0.266 0.000 1.00 0.0 73.0 SURCHARGEDS6.003 S35 102.933 0.303 0.000 1.06 0.0 104.6 SURCHARGEDS6.004 S36 100.486 -0.094 0.000 0.79 0.0 148.5 OKS6.005 S37 99.074 0.644 0.000 1.21 0.0 199.1 SURCHARGEDS6.006 S38 97.981 0.281 0.000 1.19 0.0 227.7 SURCHARGEDS6.007 S39 96.838 -0.142 0.000 0.70 0.0 226.8 OKS6.008 S45 95.065 0.415 0.000 1.00 0.0 212.7 SURCHARGEDS1.022 S44 89.950 0.000 0.000 1.02 0.0 258.8 SURCHARGEDS1.023 S42 89.941 0.716 0.000 0.03 0.0 3.9 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)












DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

S1.000 60 Summer 100 +30%S1.001 60 Summer 100 +30% 200/60 SummerS1.002 60 Summer 100 +30% 200/60 SummerS1.003 60 Summer 100 +30% 200/60 SummerS1.004 60 Summer 100 +30% 100/60 Summer 200/60 Summer 1S1.005 60 Summer 100 +30% 100/60 Summer 100/60 Summer 3S1.006 60 Summer 100 +30% 100/60 Summer 100/60 Summer 4S1.007 60 Winter 100 +30% 30/60 Summer 100/60 Summer 5S2.000 60 Summer 100 +30% 100/60 SummerS2.001 60 Summer 100 +30% 100/60 Summer 200/60 Summer 2S2.002 60 Summer 100 +30% 30/60 Summer 100/60 Summer 3S2.003 60 Summer 100 +30% 30/60 Summer 200/60 Winter 1S2.004 60 Winter 100 +30% 100/60 SummerS3.000 60 Summer 100 +30% 100/60 SummerS2.005 60 Winter 100 +30% 100/60 SummerS2.006 60 Winter 100 +30% 100/60 Summer 100/60 Summer 6S1.008 60 Summer 100 +30% 30/60 Summer 100/60 Summer 5S1.009 60 Summer 100 +30% 30/60 SummerS1.010 60 Summer 100 +30% 30/60 SummerS1.011 60 Summer 100 +30% 30/60 SummerS1.012 60 Summer 100 +30% 30/60 SummerS1.013 60 Summer 100 +30% 30/60 SummerS1.014 60 Summer 100 +30% 30/60 SummerS1.015 60 Summer 100 +30% 30/60 SummerS1.016 60 Summer 100 +30% 30/60 SummerS1.017 60 Summer 100 +30% 100/60 SummerS1.018 60 Winter 100 +30%S4.000 60 Summer 100 +30%




S4.001 60 Summer 100 +30% 200/60 SummerS1.019 60 Winter 100 +30%S1.020 60 Winter 100 +30%S5.000 60 Summer 100 +30%S5.001 60 Summer 100 +30%S1.021 60 Summer 100 +30% 100/60 SummerS6.000 60 Summer 100 +30% 30/60 Summer 100/60 Summer 5S6.001 60 Winter 100 +30% 30/60 Summer 100/60 Summer 5S6.002 60 Summer 100 +30% 30/60 Summer 100/60 Summer 5S6.003 60 Summer 100 +30% 30/60 Summer 100/60 Summer 5S6.004 60 Summer 100 +30% 100/60 Summer 200/60 Summer 1S6.005 60 Summer 100 +30% 30/60 Summer 100/60 Summer 5S6.006 60 Summer 100 +30% 30/60 SummerS6.007 60 Winter 100 +30% 100/60 SummerS6.008 60 Winter 100 +30% 30/60 Summer 100/60 Summer 6S1.022 5760 Winter 100 +30% 30/60 WinterS1.023 5760 Winter 100 +30% 1/180 Summer


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


S1.000 S1 109.631 -0.169 0.000 0.56 0.0 91.2 OKS1.001 S2 109.033 -0.147 0.000 0.65 0.0 146.8 OKS1.002 S3 108.362 -0.113 0.000 0.79 0.0 215.8 OKS1.003 S4 107.120 -0.080 0.000 0.71 0.0 325.5 OKS1.004 S5 106.182 1.207 0.000 0.83 0.0 385.6 SURCHARGEDS1.005 S6 104.560 1.860 10.329 0.96 0.0 416.6 FLOODS1.006 S7 102.740 2.035 9.534 0.99 0.0 429.9 FLOODS1.007 S8 102.233 2.063 33.128 1.22 0.0 450.2 FLOODS2.000 S9 101.927 1.177 0.000 0.48 0.0 22.9 FLOOD RISKS2.001 S10 101.882 1.282 0.000 0.83 0.0 36.0 FLOOD RISKS2.002 S11 101.750 1.300 0.215 1.19 0.0 46.0 FLOODS2.003 S12 101.621 1.271 0.000 1.47 0.0 55.5 FLOOD RISKS2.004 S13 101.425 1.175 0.000 0.14 0.0 60.8 FLOOD RISKS3.000 S14 101.548 1.068 0.000 0.66 0.0 88.5 FLOOD RISKS2.005 S15 101.417 1.352 0.000 0.36 0.0 147.0 FLOOD RISKS2.006 S16 101.400 1.500 100.401 0.67 0.0 329.8 FLOODS1.008 S17 101.384 1.789 3.728 1.18 0.0 572.4 FLOODS1.009 S18 101.217 1.917 0.000 1.17 0.0 588.1 SURCHARGEDS1.010 S19 100.929 2.039 0.000 1.14 0.0 597.0 SURCHARGEDS1.011 S20 100.675 2.100 0.000 1.31 0.0 610.9 SURCHARGEDS1.012 S21 100.220 1.970 0.000 1.52 0.0 611.1 SURCHARGEDS1.013 S22 99.889 1.799 0.000 1.38 0.0 643.9 SURCHARGEDS1.014 S23 99.468 1.603 0.000 1.39 0.0 664.4 SURCHARGEDS1.015 S24 98.930 1.325 0.000 1.47 0.0 700.8 SURCHARGEDS1.016 S25 98.350 0.995 0.000 1.51 0.0 788.8 SURCHARGEDS1.017 S26 96.873 0.173 0.000 1.10 0.0 808.6 SURCHARGEDS1.018 S27 95.648 -0.152 0.000 0.91 0.0 836.9 OKS4.000 S28 97.833 -0.097 0.000 0.60 0.0 40.4 OKS4.001 S29 97.269 -0.061 0.000 0.85 0.0 92.7 OKS1.019 S30 94.784 -0.166 0.000 0.86 0.0 949.1 OKS1.020 S31 92.130 -0.520 0.000 0.37 0.0 1010.2 OKS5.000 S33 94.362 -0.513 0.000 0.05 0.0 68.9 OKS5.001 S34 91.998 -0.462 0.000 0.12 0.0 136.2 OKS1.021 S32 90.631 0.111 0.000 1.48 0.0 1113.4 SURCHARGEDS6.000 S32 105.304 1.304 3.793 0.98 0.0 31.6 FLOOD




S6.001 S33 105.198 1.318 18.164 1.69 0.0 73.4 FLOODS6.002 S34 104.834 1.304 4.364 1.15 0.0 84.5 FLOODS6.003 S35 103.940 1.310 10.008 1.21 0.0 119.3 FLOODS6.004 S36 101.725 1.145 0.000 0.95 0.0 179.2 FLOOD RISKS6.005 S37 99.753 1.323 22.700 1.36 0.0 223.9 FLOODS6.006 S38 98.691 0.991 0.000 1.47 0.0 282.6 SURCHARGEDS6.007 S39 97.398 0.418 0.000 0.79 0.0 254.6 SURCHARGEDS6.008 S45 95.959 1.309 9.495 1.12 0.0 236.9 FLOODS1.022 S44 90.282 0.332 0.000 0.13 0.0 32.5 SURCHARGEDS1.023 S42 90.280 1.055 0.000 0.03 0.0 3.9 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)












DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

S1.000 60 Summer 200 +30%S1.001 60 Summer 200 +30% 200/60 SummerS1.002 60 Summer 200 +30% 200/60 SummerS1.003 60 Summer 200 +30% 200/60 SummerS1.004 60 Summer 200 +30% 100/60 Summer 200/60 Summer 1S1.005 60 Summer 200 +30% 100/60 Summer 100/60 Summer 3S1.006 60 Winter 200 +30% 100/60 Summer 100/60 Summer 4S1.007 60 Winter 200 +30% 30/60 Summer 100/60 Summer 5S2.000 60 Summer 200 +30% 100/60 SummerS2.001 60 Summer 200 +30% 100/60 Summer 200/60 Summer 2S2.002 60 Winter 200 +30% 30/60 Summer 100/60 Summer 3S2.003 60 Winter 200 +30% 30/60 Summer 200/60 Winter 1S2.004 60 Winter 200 +30% 100/60 SummerS3.000 60 Summer 200 +30% 100/60 SummerS2.005 60 Winter 200 +30% 100/60 SummerS2.006 60 Winter 200 +30% 100/60 Summer 100/60 Summer 6S1.008 60 Winter 200 +30% 30/60 Summer 100/60 Summer 5S1.009 60 Summer 200 +30% 30/60 SummerS1.010 60 Summer 200 +30% 30/60 SummerS1.011 60 Summer 200 +30% 30/60 SummerS1.012 60 Summer 200 +30% 30/60 SummerS1.013 60 Summer 200 +30% 30/60 SummerS1.014 60 Summer 200 +30% 30/60 SummerS1.015 60 Summer 200 +30% 30/60 SummerS1.016 60 Summer 200 +30% 30/60 SummerS1.017 60 Summer 200 +30% 100/60 SummerS1.018 60 Summer 200 +30%S4.000 60 Summer 200 +30%




S4.001 60 Summer 200 +30% 200/60 SummerS1.019 60 Summer 200 +30%S1.020 60 Summer 200 +30%S5.000 60 Summer 200 +30%S5.001 60 Summer 200 +30%S1.021 60 Summer 200 +30% 100/60 SummerS6.000 60 Summer 200 +30% 30/60 Summer 100/60 Summer 5S6.001 60 Winter 200 +30% 30/60 Summer 100/60 Summer 5S6.002 60 Summer 200 +30% 30/60 Summer 100/60 Summer 5S6.003 60 Summer 200 +30% 30/60 Summer 100/60 Summer 5S6.004 60 Summer 200 +30% 100/60 Summer 200/60 Summer 1S6.005 60 Winter 200 +30% 30/60 Summer 100/60 Summer 5S6.006 60 Summer 200 +30% 30/60 SummerS6.007 60 Summer 200 +30% 100/60 SummerS6.008 60 Winter 200 +30% 30/60 Summer 100/60 Summer 6S1.022 120 Winter 200 +30% 30/60 WinterS1.023 5760 Winter 200 +30% 1/180 Summer


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


S1.000 S1 109.663 -0.137 0.000 0.70 0.0 113.1 OKS1.001 S2 109.201 0.021 0.000 0.78 0.0 175.8 SURCHARGEDS1.002 S3 108.847 0.372 0.000 0.91 0.0 246.7 SURCHARGEDS1.003 S4 107.934 0.734 0.000 0.76 0.0 350.0 SURCHARGEDS1.004 S5 106.604 1.629 4.471 0.94 0.0 438.2 FLOODS1.005 S6 104.607 1.907 57.135 0.96 0.0 419.9 FLOODS1.006 S7 102.765 2.060 35.158 0.98 0.0 429.2 FLOODS1.007 S8 102.272 2.102 71.743 1.21 0.0 447.4 FLOODS2.000 S9 101.988 1.238 0.000 0.72 0.0 34.3 FLOOD RISKS2.001 S10 101.902 1.302 2.124 1.00 0.0 43.3 FLOODS2.002 S11 101.757 1.307 7.180 1.13 0.0 43.7 FLOODS2.003 S12 101.650 1.300 0.006 1.50 0.0 56.6 FLOODS2.004 S13 101.488 1.238 0.000 0.15 0.0 66.0 FLOOD RISKS3.000 S14 101.691 1.211 0.000 0.85 0.0 114.3 FLOOD RISKS2.005 S15 101.477 1.412 0.000 0.44 0.0 180.4 FLOOD RISKS2.006 S16 101.458 1.558 157.956 0.89 0.0 436.2 FLOODS1.008 S17 101.434 1.839 53.895 1.21 0.0 585.1 FLOODS1.009 S18 101.340 2.040 0.000 1.19 0.0 598.2 SURCHARGEDS1.010 S19 101.199 2.309 0.000 1.16 0.0 604.9 SURCHARGEDS1.011 S20 101.038 2.463 0.000 1.33 0.0 616.4 SURCHARGEDS1.012 S21 100.657 2.407 0.000 1.54 0.0 616.5 SURCHARGEDS1.013 S22 100.337 2.247 0.000 1.36 0.0 638.6 SURCHARGEDS1.014 S23 99.888 2.023 0.000 1.41 0.0 677.7 SURCHARGEDS1.015 S24 99.294 1.689 0.000 1.54 0.0 735.7 SURCHARGEDS1.016 S25 98.773 1.418 0.000 1.63 0.0 852.5 SURCHARGEDS1.017 S26 97.169 0.469 0.000 1.22 0.0 899.5 SURCHARGEDS1.018 S27 95.763 -0.037 0.000 1.00 0.0 919.6 OKS4.000 S28 97.853 -0.077 0.000 0.74 0.0 50.1 OKS4.001 S29 97.473 0.143 0.000 1.03 0.0 111.3 SURCHARGEDS1.019 S30 94.850 -0.100 0.000 0.98 0.0 1085.7 OKS1.020 S31 92.166 -0.484 0.000 0.43 0.0 1173.5 OKS5.000 S33 94.373 -0.502 0.000 0.06 0.0 85.5 OKS5.001 S34 92.014 -0.446 0.000 0.15 0.0 169.0 OKS1.021 S32 90.732 0.212 0.000 1.74 0.0 1313.4 SURCHARGEDS6.000 S32 105.309 1.309 9.487 0.98 0.0 31.5 FLOOD




S6.001 S33 105.212 1.332 31.997 1.88 0.0 81.5 FLOODS6.002 S34 104.840 1.310 10.276 1.19 0.0 87.0 FLOODS6.003 S35 103.953 1.323 22.895 1.22 0.0 120.3 FLOODS6.004 S36 101.882 1.302 2.047 0.99 0.0 186.9 FLOODS6.005 S37 99.786 1.356 56.194 1.37 0.0 225.3 FLOODS6.006 S38 98.930 1.230 0.000 1.54 0.0 295.2 FLOOD RISKS6.007 S39 97.526 0.546 0.000 0.82 0.0 264.8 SURCHARGEDS6.008 S45 95.972 1.322 22.565 1.11 0.0 236.6 FLOODS1.022 S44 90.435 0.485 0.000 1.41 0.0 359.5 SURCHARGEDS1.023 S42 90.416 1.191 0.000 0.03 0.0 4.3 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


Parsons Brinckerhoff Page 1Manchester Technology Centre A43 Highway DrainageOxford Road Catchment 3Manchester M1 7ED FSR CheckDate 05/12/14 Designed by MABFile Catchment 3 FSR 200 check 10... Checked byXP Solutions Network 2014.1.1










DTS Status ON


1440Return Period(s) (years) 10



ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

S1.000 15 Winter 10 0%S1.001 15 Winter 10 0%S1.002 15 Winter 10 0%S1.003 15 Winter 10 0%S1.004 15 Winter 10 0%S1.005 15 Winter 10 0%S1.006 15 Winter 10 0%S1.007 15 Winter 10 0%S1.008 15 Winter 10 0%S1.009 15 Winter 10 0%S1.010 15 Winter 10 0%S1.011 15 Winter 10 0%S1.012 15 Winter 10 0%S1.013 15 Winter 10 0%S1.014 30 Winter 10 0%S1.015 30 Winter 10 0%S2.000 15 Winter 10 0%S2.001 15 Winter 10 0%S2.002 15 Winter 10 0%S2.003 15 Winter 10 0%S1.016 30 Winter 10 0%S1.017 30 Winter 10 0%S1.018 30 Winter 10 0%S1.019 30 Winter 10 0%S1.020 30 Winter 10 0%S3.000 15 Winter 10 0%S3.001 15 Winter 10 0%S3.002 15 Winter 10 0%S3.003 15 Winter 10 0%S4.000 15 Winter 10 0%S3.004 15 Winter 10 0%




S3.005 15 Winter 10 0%S3.006 15 Winter 10 0%S3.007 15 Winter 10 0%S3.008 15 Winter 10 0%S3.009 15 Winter 10 0%S3.010 15 Winter 10 0%S3.011 15 Winter 10 0%S3.012 15 Winter 10 0%S3.013 15 Winter 10 0%S3.014 15 Winter 10 0% 10/15 SummerS3.015 15 Winter 10 0% 10/15 WinterS3.016 30 Winter 10 0%S3.017 30 Winter 10 0%S1.021 1440 Winter 10 0% 10/120 Summer


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)






S3.012 S41 100.235 -0.165 0.000 0.60 0.0 185.9 OKS3.013 S42 97.673 -0.127 0.000 0.76 0.0 183.8 OKS3.014 S43 96.383 0.183 0.000 1.11 0.0 173.8 SURCHARGEDS3.015 S44 95.579 0.049 0.000 1.03 0.0 162.0 SURCHARGEDS3.016 S45 94.845 -0.015 0.000 1.00 0.0 156.7 OKS3.017 S46 94.151 -0.209 0.000 0.41 0.0 156.7 OKS1.021 S47 90.171 0.446 0.000 0.00 0.0 0.0 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


Parsons Brinckerhoff Page 1Manchester Technology Centre A43 Highway DrainageOxford Road Catchment 3Manchester M1 7ED FSR CheckDate 05/12/14 Designed by MABFile CATCHMENT 3 FSR 200 CHECK.MDX Checked byXP Solutions Network 2014.1.1



PN Length(m)

Fall(m)

Slope(1:X)

I.Area(ha)

T.E.(mins)

BaseFlow (l/s)

k(mm)

HYDSECT

DIA(mm)

S1.000 34.860 0.250 139.4 0.087 5.00 0.0 0.600 o 300S1.001 19.600 0.135 145.2 0.021 0.00 0.0 0.600 o 300S1.002 45.150 0.305 148.0 0.060 0.00 0.0 0.600 o 300S1.003 22.700 0.155 146.5 0.028 0.00 0.0 0.600 o 300S1.004 19.840 0.135 147.0 0.024 0.00 0.0 0.600 o 300S1.005 30.900 0.210 147.1 0.041 0.00 0.0 0.600 o 375S1.006 21.440 0.145 147.9 0.027 0.00 0.0 0.600 o 375S1.007 27.250 0.185 147.3 0.034 0.00 0.0 0.600 o 375S1.008 25.560 0.175 146.1 0.032 0.00 0.0 0.600 o 375S1.009 34.710 0.235 147.7 0.046 0.00 0.0 0.600 o 375S1.010 32.000 0.215 148.8 0.040 0.00 0.0 0.600 o 375S1.011 31.180 0.210 148.5 0.042 0.00 0.0 0.600 o 375S1.012 38.720 0.260 148.9 0.051 0.00 0.0 0.600 o 375S1.013 93.290 0.625 149.3 0.121 0.00 0.0 0.600 o 375S1.014 23.670 0.160 147.9 0.035 0.00 0.0 0.600 o 375S1.015 36.430 0.245 148.7 0.035 0.00 0.0 0.600 o 375

S2.000 26.280 0.230 114.3 0.027 5.00 0.0 0.600 o 225S2.001 20.140 0.145 138.9 0.018 0.00 0.0 0.600 o 225S2.002 21.220 0.145 146.3 0.021 0.00 0.0 0.600 o 225S2.003 31.420 1.655 19.0 0.028 0.00 0.0 0.600 o 225

S1.016 16.200 0.110 147.3 0.019 0.00 0.0 0.600 o 375S1.017 22.420 0.150 149.5 0.019 0.00 0.0 0.600 o 375S1.018 21.400 0.815 26.3 0.017 0.00 0.0 0.600 o 375


PN US/IL(m)

Σ I.Area(ha)

Σ BaseFlow (l/s)

Vel(m/s)

Cap(l/s)

S1.000 100.250 0.087 0.0 1.33 94.0S1.001 100.000 0.108 0.0 1.30 92.1S1.002 99.865 0.168 0.0 1.29 91.2S1.003 99.560 0.196 0.0 1.30 91.7S1.004 99.405 0.220 0.0 1.29 91.5S1.005 99.195 0.261 0.0 1.49 164.7S1.006 98.985 0.288 0.0 1.49 164.3S1.007 98.840 0.322 0.0 1.49 164.6S1.008 98.655 0.354 0.0 1.50 165.3S1.009 98.480 0.400 0.0 1.49 164.4S1.010 98.245 0.440 0.0 1.48 163.8S1.011 98.030 0.482 0.0 1.48 164.0S1.012 97.820 0.533 0.0 1.48 163.7S1.013 97.560 0.654 0.0 1.48 163.5S1.014 96.935 0.689 0.0 1.49 164.3S1.015 96.775 0.724 0.0 1.48 163.9

S2.000 98.855 0.027 0.0 1.22 48.6S2.001 98.625 0.045 0.0 1.11 44.0S2.002 98.480 0.066 0.0 1.08 42.9S2.003 98.335 0.094 0.0 3.02 120.0

S1.016 96.530 0.837 0.0 1.49 164.7S1.017 96.420 0.856 0.0 1.48 163.4S1.018 96.270 0.873 0.0 3.55 391.9




PN Length(m)

Fall(m)

Slope(1:X)

I.Area(ha)

T.E.(mins)

BaseFlow (l/s)

k(mm)

HYDSECT

DIA(mm)

S1.019 26.840 2.525 10.6 0.055 0.00 0.0 0.600 o 375S1.020 30.000 2.930 10.2 0.000 0.00 0.0 0.600 o 375

S3.000 80.130 0.520 154.1 0.237 5.00 0.0 0.600 o 375S3.001 75.890 0.650 116.8 0.192 0.00 0.0 0.600 o 375S3.002 52.870 0.530 99.8 0.194 0.00 0.0 0.600 o 375S3.003 9.820 0.150 65.5 0.070 0.00 0.0 0.600 o 375

S4.000 59.950 2.000 30.0 0.129 5.00 0.0 0.600 o 225

S3.004 48.560 0.325 149.4 0.199 0.00 0.0 0.600 o 450S3.005 56.320 0.375 150.2 0.034 0.00 0.0 0.600 o 525S3.006 53.300 0.355 150.1 0.000 0.00 0.0 0.600 o 525S3.007 100.000 0.670 149.3 0.000 0.00 0.0 0.600 o 525S3.008 100.000 0.670 149.3 0.000 0.00 0.0 0.600 o 525S3.009 100.000 0.670 149.3 0.000 0.00 0.0 0.600 o 525S3.010 100.000 1.045 95.7 0.000 0.00 0.0 0.600 o 375S3.011 100.000 3.290 30.4 0.000 0.00 0.0 0.600 o 375S3.012 100.000 2.600 38.5 0.000 0.00 0.0 0.600 o 375S3.013 100.000 1.600 62.5 0.000 0.00 0.0 0.600 o 375S3.014 100.000 0.670 149.3 0.000 0.00 0.0 0.600 o 375S3.015 100.000 0.670 149.3 0.000 0.00 0.0 0.600 o 375S3.016 100.000 0.670 149.3 0.000 0.00 0.0 0.600 o 375S3.017 100.000 3.985 25.1 0.000 0.00 0.0 0.600 o 375


PN US/IL(m)

Σ I.Area(ha)

Σ BaseFlow (l/s)

Vel(m/s)

Cap(l/s)

S1.019 95.455 0.928 0.0 5.58 616.8S1.020 92.930 0.928 0.0 5.69 628.5

S3.000 109.425 0.237 0.0 1.46 160.9S3.001 108.905 0.429 0.0 1.68 185.1S3.002 108.255 0.623 0.0 1.81 200.4S3.003 107.725 0.693 0.0 2.24 247.7

S4.000 109.725 0.129 0.0 2.40 95.4

S3.004 107.500 1.021 0.0 1.66 264.2S3.005 107.100 1.055 0.0 1.83 395.2S3.006 106.725 1.055 0.0 1.83 395.2S3.007 106.370 1.055 0.0 1.83 396.4S3.008 105.700 1.055 0.0 1.83 396.4S3.009 105.030 1.055 0.0 1.83 396.4S3.010 104.360 1.055 0.0 1.85 204.6S3.011 103.315 1.055 0.0 3.30 364.1S3.012 100.025 1.055 0.0 2.93 323.6S3.013 97.425 1.055 0.0 2.30 253.5S3.014 95.825 1.055 0.0 1.48 163.6S3.015 95.155 1.055 0.0 1.48 163.6S3.016 94.485 1.055 0.0 1.48 163.6S3.017 93.985 1.055 0.0 3.63 400.9




PN Length(m)

Fall(m)

Slope(1:X)

I.Area(ha)

T.E.(mins)

BaseFlow (l/s)

k(mm)

HYDSECT

DIA(mm)

S1.021 23.300 0.500 46.6 0.000 0.00 0.0 0.600 o 225


PN US/IL(m)

Σ I.Area(ha)

Σ BaseFlow (l/s)

Vel(m/s)

Cap(l/s)

S1.021 89.500 1.983 0.0 1.92 76.4




MHName

MHCL (m)

MHDepth(m)

MHConnection

MHDiam.,L*W

(mm)PN

Pipe OutInvert


PNPipes InInvert


Backdrop(mm)

S1 101.850 1.600 Open Manhole 1050 S1.000 100.250 300

S2 101.600 1.600 Open Manhole 1050 S1.001 100.000 300 S1.000 100.000 300

S3 101.550 1.685 Open Manhole 1050 S1.002 99.865 300 S1.001 99.865 300

S4 101.550 1.990 Open Manhole 1050 S1.003 99.560 300 S1.002 99.560 300

S5 101.630 2.225 Open Manhole 1050 S1.004 99.405 300 S1.003 99.405 300

S6 101.730 2.535 Open Manhole 1050 S1.005 99.195 375 S1.004 99.270 300

S7 101.880 2.895 Open Manhole 1050 S1.006 98.985 375 S1.005 98.985 375

S8 101.950 3.110 Open Manhole 1050 S1.007 98.840 375 S1.006 98.840 375

S9 102.000 3.345 Open Manhole 1050 S1.008 98.655 375 S1.007 98.655 375

S10 102.030 3.550 Open Manhole 1050 S1.009 98.480 375 S1.008 98.480 375

S11 101.980 3.735 Open Manhole 1050 S1.010 98.245 375 S1.009 98.245 375

S12 101.880 3.850 Open Manhole 1050 S1.011 98.030 375 S1.010 98.030 375

S13 101.750 3.930 Open Manhole 1050 S1.012 97.820 375 S1.011 97.820 375

S14 101.550 3.990 Open Manhole 1050 S1.013 97.560 375 S1.012 97.560 375

S15 101.100 4.165 Open Manhole 1050 S1.014 96.935 375 S1.013 96.935 375

S16 100.900 4.125 Open Manhole 1050 S1.015 96.775 375 S1.014 96.775 375

S17 100.380 1.525 Open Manhole 1050 S2.000 98.855 225

S18 100.150 1.525 Open Manhole 1050 S2.001 98.625 225 S2.000 98.625 225

S19 100.080 1.600 Open Manhole 1050 S2.002 98.480 225 S2.001 98.480 225

S20 99.950 1.615 Open Manhole 1050 S2.003 98.335 225 S2.002 98.335 225

S21 99.900 3.370 Open Manhole 1050 S1.016 96.530 375 S1.015 96.530 375

S2.003 96.680 225

S22 99.650 3.230 Open Manhole 1050 S1.017 96.420 375 S1.016 96.420 375

S23 98.530 2.260 Open Manhole 1050 S1.018 96.270 375 S1.017 96.270 375

S24 97.130 1.675 Open Manhole 1050 S1.019 95.455 375 S1.018 95.455 375

S25 95.130 2.200 Open Manhole 1050 S1.020 92.930 375 S1.019 92.930 375

S26 111.100 1.675 Open Manhole 1050 S3.000 109.425 375

S27 110.580 1.675 Open Manhole 1050 S3.001 108.905 375 S3.000 108.905 375

S28 109.930 1.675 Open Manhole 1050 S3.002 108.255 375 S3.001 108.255 375

S29 109.400 1.675 Open Manhole 1050 S3.003 107.725 375 S3.002 107.725 375

S32 111.250 1.525 Open Manhole 1050 S4.000 109.725 225

S33 109.250 1.750 Open Manhole 1050 S3.004 107.500 450 S3.003 107.575 375

S4.000 107.725 225

S34 108.980 1.880 Open Manhole 1200 S3.005 107.100 525 S3.004 107.175 450

S35 109.750 3.025 Open Manhole 1200 S3.006 106.725 525 S3.005 106.725 525

S36 111.100 4.730 Open Manhole 1200 S3.007 106.370 525 S3.006 106.370 525

S37 111.840 6.140 Open Manhole 1200 S3.008 105.700 525 S3.007 105.700 525

S38 110.400 5.370 Open Manhole 1200 S3.009 105.030 525 S3.008 105.030 525

S39 107.200 2.840 Open Manhole 1050 S3.010 104.360 375 S3.009 104.360 525

S40 105.700 2.385 Open Manhole 1050 S3.011 103.315 375 S3.010 103.315 375

S41 101.700 1.675 Open Manhole 1050 S3.012 100.025 375 S3.011 100.025 375

S42 99.100 1.675 Open Manhole 1050 S3.013 97.425 375 S3.012 97.425 375




MHName

MHCL (m)

MHDepth(m)

MHConnection

MHDiam.,L*W

(mm)PN

Pipe OutInvert


PNPipes InInvert


Backdrop(mm)

S43 97.500 1.675 Open Manhole 1050 S3.014 95.825 375 S3.013 95.825 375

S44 97.000 1.845 Open Manhole 1050 S3.015 95.155 375 S3.014 95.155 375

S45 97.000 2.515 Open Manhole 1050 S3.016 94.485 375 S3.015 94.485 375

S46 95.250 1.435 Open Manhole 1050 S3.017 93.985 375 S3.016 93.815 375

S47 92.300 2.800 Open Manhole 1500 S1.021 89.500 225 S1.020 90.000 375 650

S3.017 90.000 375 650




Upstream Manhole


PN HydSect

Diam(mm)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

S1.000 o 300 S1 101.850 100.250 1.300 Open Manhole 1050S1.001 o 300 S2 101.600 100.000 1.300 Open Manhole 1050S1.002 o 300 S3 101.550 99.865 1.385 Open Manhole 1050S1.003 o 300 S4 101.550 99.560 1.690 Open Manhole 1050S1.004 o 300 S5 101.630 99.405 1.925 Open Manhole 1050S1.005 o 375 S6 101.730 99.195 2.160 Open Manhole 1050S1.006 o 375 S7 101.880 98.985 2.520 Open Manhole 1050S1.007 o 375 S8 101.950 98.840 2.735 Open Manhole 1050S1.008 o 375 S9 102.000 98.655 2.970 Open Manhole 1050S1.009 o 375 S10 102.030 98.480 3.175 Open Manhole 1050S1.010 o 375 S11 101.980 98.245 3.360 Open Manhole 1050S1.011 o 375 S12 101.880 98.030 3.475 Open Manhole 1050S1.012 o 375 S13 101.750 97.820 3.555 Open Manhole 1050S1.013 o 375 S14 101.550 97.560 3.615 Open Manhole 1050S1.014 o 375 S15 101.100 96.935 3.790 Open Manhole 1050S1.015 o 375 S16 100.900 96.775 3.750 Open Manhole 1050



Downstream Manhole

PN Length(m)

Slope(1:X)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

S1.000 34.860 139.4 S2 101.600 100.000 1.300 Open Manhole 1050S1.001 19.600 145.2 S3 101.550 99.865 1.385 Open Manhole 1050S1.002 45.150 148.0 S4 101.550 99.560 1.690 Open Manhole 1050S1.003 22.700 146.5 S5 101.630 99.405 1.925 Open Manhole 1050S1.004 19.840 147.0 S6 101.730 99.270 2.160 Open Manhole 1050S1.005 30.900 147.1 S7 101.880 98.985 2.520 Open Manhole 1050S1.006 21.440 147.9 S8 101.950 98.840 2.735 Open Manhole 1050S1.007 27.250 147.3 S9 102.000 98.655 2.970 Open Manhole 1050S1.008 25.560 146.1 S10 102.030 98.480 3.175 Open Manhole 1050S1.009 34.710 147.7 S11 101.980 98.245 3.360 Open Manhole 1050S1.010 32.000 148.8 S12 101.880 98.030 3.475 Open Manhole 1050S1.011 31.180 148.5 S13 101.750 97.820 3.555 Open Manhole 1050S1.012 38.720 148.9 S14 101.550 97.560 3.615 Open Manhole 1050S1.013 93.290 149.3 S15 101.100 96.935 3.790 Open Manhole 1050S1.014 23.670 147.9 S16 100.900 96.775 3.750 Open Manhole 1050S1.015 36.430 148.7 S21 99.900 96.530 2.995 Open Manhole 1050





Upstream Manhole


PN HydSect

Diam(mm)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

S1.018 o 375 S23 98.530 96.270 1.885 Open Manhole 1050S1.019 o 375 S24 97.130 95.455 1.300 Open Manhole 1050S1.020 o 375 S25 95.130 92.930 1.825 Open Manhole 1050


S4.000 o 225 S32 111.250 109.725 1.300 Open Manhole 1050

S3.004 o 450 S33 109.250 107.500 1.300 Open Manhole 1050S3.005 o 525 S34 108.980 107.100 1.355 Open Manhole 1200S3.006 o 525 S35 109.750 106.725 2.500 Open Manhole 1200S3.007 o 525 S36 111.100 106.370 4.205 Open Manhole 1200S3.008 o 525 S37 111.840 105.700 5.615 Open Manhole 1200S3.009 o 525 S38 110.400 105.030 4.845 Open Manhole 1200S3.010 o 375 S39 107.200 104.360 2.465 Open Manhole 1050S3.011 o 375 S40 105.700 103.315 2.010 Open Manhole 1050S3.012 o 375 S41 101.700 100.025 1.300 Open Manhole 1050S3.013 o 375 S42 99.100 97.425 1.300 Open Manhole 1050S3.014 o 375 S43 97.500 95.825 1.300 Open Manhole 1050S3.015 o 375 S44 97.000 95.155 1.470 Open Manhole 1050S3.016 o 375 S45 97.000 94.485 2.140 Open Manhole 1050

Downstream Manhole

PN Length(m)

Slope(1:X)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

S1.018 21.400 26.3 S24 97.130 95.455 1.300 Open Manhole 1050S1.019 26.840 10.6 S25 95.130 92.930 1.825 Open Manhole 1050S1.020 30.000 10.2 S47 92.300 90.000 1.925 Open Manhole 1500


S4.000 59.950 30.0 S33 109.250 107.725 1.300 Open Manhole 1050

S3.004 48.560 149.4 S34 108.980 107.175 1.355 Open Manhole 1200S3.005 56.320 150.2 S35 109.750 106.725 2.500 Open Manhole 1200S3.006 53.300 150.1 S36 111.100 106.370 4.205 Open Manhole 1200S3.007 100.000 149.3 S37 111.840 105.700 5.615 Open Manhole 1200S3.008 100.000 149.3 S38 110.400 105.030 4.845 Open Manhole 1200S3.009 100.000 149.3 S39 107.200 104.360 2.315 Open Manhole 1050S3.010 100.000 95.7 S40 105.700 103.315 2.010 Open Manhole 1050S3.011 100.000 30.4 S41 101.700 100.025 1.300 Open Manhole 1050S3.012 100.000 38.5 S42 99.100 97.425 1.300 Open Manhole 1050S3.013 100.000 62.5 S43 97.500 95.825 1.300 Open Manhole 1050S3.014 100.000 149.3 S44 97.000 95.155 1.470 Open Manhole 1050S3.015 100.000 149.3 S45 97.000 94.485 2.140 Open Manhole 1050S3.016 100.000 149.3 S46 95.250 93.815 1.060 Open Manhole 1050



Upstream Manhole


PN HydSect

Diam(mm)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

S3.017 o 375 S46 95.250 93.985 0.890 Open Manhole 1050

S1.021 o 225 S47 92.300 89.500 2.575 Open Manhole 1500

Downstream Manhole

PN Length(m)

Slope(1:X)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

S3.017 100.000 25.1 S47 92.300 90.000 1.925 Open Manhole 1500

S1.021 23.300 46.6 S 90.700 89.000 1.475 Open Manhole 0









Ratio R 0.225














0.100 1.0 1.200 1.4 3.000 2.1 7.000 3.00.200 1.1 1.400 1.4 3.500 2.2 7.500 3.10.300 1.1 1.600 1.5 4.000 2.3 8.000 3.20.400 1.0 1.800 1.6 4.500 2.5 8.500 3.30.500 0.9 2.000 1.7 5.000 2.6 9.000 3.40.600 1.0 2.200 1.8 5.500 2.7 9.500 3.50.800 1.1 2.400 1.9 6.000 2.81.000 1.2 2.600 1.9 6.500 2.9













0.100 1.9 1.200 2.5 3.000 3.9 7.000 5.70.200 2.3 1.400 2.7 3.500 4.1 7.500 5.90.300 2.4 1.600 2.9 4.000 4.4 8.000 6.10.400 2.3 1.800 3.0 4.500 4.7 8.500 6.30.500 2.3 2.000 3.2 5.000 4.9 9.000 6.50.600 2.1 2.200 3.3 5.500 5.1 9.500 6.60.800 2.1 2.400 3.5 6.000 5.31.000 2.3 2.600 3.6 6.500 5.5










0.100 1.7 1.200 2.3 3.000 3.4 7.000 5.10.200 2.0 1.400 2.4 3.500 3.7 7.500 5.30.300 2.0 1.600 2.6 4.000 3.9 8.000 5.40.400 2.0 1.800 2.7 4.500 4.2 8.500 5.60.500 1.9 2.000 2.9 5.000 4.4 9.000 5.80.600 1.7 2.200 3.0 5.500 4.6 9.500 5.90.800 1.9 2.400 3.1 6.000 4.81.000 2.1 2.600 3.2 6.500 4.9






Depth (m) Area (m²) Depth (m) Area (m²) Depth (m) Area (m²) Depth (m) Area (m²) Depth (m) Area (m²)

0.000 2053.0 0.600 2053.0 1.200 2053.0 1.800 2053.0 2.400 2053.00.100 2053.0 0.700 2053.0 1.300 2053.0 1.900 2053.0 2.500 2053.00.200 2053.0 0.800 2053.0 1.400 2053.0 2.000 2053.00.300 2053.0 0.900 2053.0 1.500 2053.0 2.100 2053.00.400 2053.0 1.000 2053.0 1.600 2053.0 2.200 2053.00.500 2053.0 1.100 2053.0 1.700 2053.0 2.300 2053.0











DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

S1.000 15 Winter 1 +5% 200/30 SummerS1.001 15 Winter 1 +5% 200/15 WinterS1.002 15 Winter 1 +5% 200/15 SummerS1.003 15 Winter 1 +5% 100/15 SummerS1.004 15 Winter 1 +5% 100/15 SummerS1.005 15 Winter 1 +5% 100/30 WinterS1.006 15 Winter 1 +5% 100/15 WinterS1.007 15 Winter 1 +5% 100/15 WinterS1.008 15 Winter 1 +5% 100/15 SummerS1.009 15 Winter 1 +5% 100/15 SummerS1.010 15 Winter 1 +5% 100/15 SummerS1.011 15 Winter 1 +5% 100/15 SummerS1.012 15 Winter 1 +5% 100/15 SummerS1.013 30 Winter 1 +5% 100/15 SummerS1.014 30 Winter 1 +5% 30/15 WinterS1.015 30 Winter 1 +5% 30/15 WinterS2.000 15 Winter 1 +5%S2.001 15 Winter 1 +5%S2.002 15 Winter 1 +5%S2.003 15 Winter 1 +5%S1.016 30 Winter 1 +5% 30/15 SummerS1.017 30 Winter 1 +5% 30/15 SummerS1.018 30 Winter 1 +5%S1.019 30 Winter 1 +5%S1.020 30 Winter 1 +5%S3.000 15 Winter 1 +5% 100/15 SummerS3.001 15 Winter 1 +5% 100/15 Summer 200/15 Winter 2S3.002 15 Winter 1 +5% 30/15 Summer 200/15 Winter 2S3.003 15 Winter 1 +5% 30/15 SummerS4.000 15 Winter 1 +5%S3.004 15 Winter 1 +5% 30/15 Summer




S3.005 15 Winter 1 +5% 200/15 SummerS3.006 15 Winter 1 +5% 200/15 SummerS3.007 15 Winter 1 +5% 200/30 WinterS3.008 15 Winter 1 +5% 100/30 WinterS3.009 15 Winter 1 +5% 100/15 SummerS3.010 15 Winter 1 +5% 30/15 SummerS3.011 15 Winter 1 +5%S3.012 15 Winter 1 +5% 100/15 WinterS3.013 15 Winter 1 +5% 30/15 Summer 100/15 Winter 12S3.014 30 Winter 1 +5% 30/15 Summer 100/15 Summer 16S3.015 30 Winter 1 +5% 30/15 SummerS3.016 30 Winter 1 +5% 30/15 SummerS3.017 30 Winter 1 +5%S1.021 10080 Winter 1 +5% 1/360 Summer


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)






S3.012 S41 100.167 -0.233 0.000 0.31 0.0 95.1 OKS3.013 S42 97.587 -0.213 0.000 0.39 0.0 93.8 OKS3.014 S43 96.034 -0.166 0.000 0.58 0.0 91.9 OKS3.015 S44 95.361 -0.169 0.000 0.58 0.0 90.4 OKS3.016 S45 94.689 -0.171 0.000 0.56 0.0 88.7 OKS3.017 S46 94.107 -0.253 0.000 0.23 0.0 88.7 OKS1.021 S47 90.556 0.831 0.000 0.02 0.0 1.3 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)












DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.







ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)






S3.012 S41 100.216 -0.184 0.000 0.51 0.0 158.4 OKS3.013 S42 97.647 -0.153 0.000 0.65 0.0 157.1 OKS3.014 S43 96.127 -0.073 0.000 0.97 0.0 152.2 OKS3.015 S44 95.449 -0.081 0.000 0.94 0.0 148.3 OKS3.016 S45 94.774 -0.086 0.000 0.93 0.0 146.3 OKS3.017 S46 94.145 -0.215 0.000 0.38 0.0 145.9 OKS1.021 S47 90.871 1.146 0.000 0.02 0.0 1.4 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)












DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.







ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


S1.000 S1 100.368 -0.182 0.000 0.32 0.0 27.3 OKS1.001 S2 100.138 -0.162 0.000 0.43 0.0 34.2 OKS1.002 S3 100.040 -0.125 0.000 0.62 0.0 52.5 OKS1.003 S4 99.754 -0.106 0.000 0.74 0.0 60.1 OKS1.004 S5 99.618 -0.087 0.000 0.83 0.0 66.1 OKS1.005 S6 99.391 -0.179 0.000 0.52 0.0 76.5 OKS1.006 S7 99.196 -0.164 0.000 0.60 0.0 83.5 OKS1.007 S8 99.059 -0.156 0.000 0.63 0.0 91.3 OKS1.008 S9 98.884 -0.146 0.000 0.68 0.0 97.7 OKS1.009 S10 98.719 -0.136 0.000 0.72 0.0 106.0 OKS1.010 S11 98.497 -0.123 0.000 0.78 0.0 113.7 OKS1.011 S12 98.293 -0.112 0.000 0.83 0.0 120.3 OKS1.012 S13 98.090 -0.105 0.000 0.86 0.0 127.0 OKS1.013 S14 97.908 -0.027 0.000 0.91 0.0 142.2 OKS1.014 S15 97.416 0.106 0.000 1.02 0.0 143.5 SURCHARGEDS1.015 S16 97.250 0.100 0.000 1.00 0.0 147.1 SURCHARGEDS2.000 S17 98.922 -0.158 0.000 0.19 0.0 8.5 OKS2.001 S18 98.720 -0.130 0.000 0.36 0.0 14.4 OKS2.002 S19 98.600 -0.105 0.000 0.54 0.0 21.2 OKS2.003 S20 98.415 -0.145 0.000 0.27 0.0 29.9 OKS1.016 S21 97.010 0.105 0.000 1.25 0.0 162.6 SURCHARGEDS1.017 S22 96.837 0.042 0.000 1.18 0.0 165.0 SURCHARGEDS1.018 S23 96.459 -0.186 0.000 0.50 0.0 167.1 OKS1.019 S24 95.602 -0.228 0.000 0.32 0.0 174.6 OKS1.020 S25 93.074 -0.231 0.000 0.31 0.0 174.6 OKS3.000 S26 109.613 -0.187 0.000 0.48 0.0 73.1 OKS3.001 S27 109.154 -0.126 0.000 0.74 0.0 129.7 OKS3.002 S28 108.693 0.063 0.000 0.91 0.0 169.4 SURCHARGEDS3.003 S29 108.250 0.150 0.000 1.26 0.0 191.0 SURCHARGEDS4.000 S32 109.831 -0.119 0.000 0.44 0.0 40.6 OKS3.004 S33 108.035 0.085 0.000 1.13 0.0 270.5 SURCHARGEDS3.005 S34 107.451 -0.174 0.000 0.77 0.0 275.4 OKS3.006 S35 107.074 -0.176 0.000 0.77 0.0 273.3 OKS3.007 S36 106.705 -0.190 0.000 0.72 0.0 267.4 OKS3.008 S37 106.029 -0.196 0.000 0.70 0.0 262.7 OKS3.009 S38 105.355 -0.200 0.000 0.69 0.0 257.8 OKS3.010 S39 105.022 0.287 0.000 1.13 0.0 222.4 SURCHARGEDS3.011 S40 103.532 -0.158 0.000 0.63 0.0 221.7 OK




S3.012 S41 100.260 -0.140 0.000 0.71 0.0 221.6 OKS3.013 S42 98.207 0.407 0.000 0.87 0.0 212.5 SURCHARGEDS3.014 S43 97.076 0.876 0.000 1.29 0.0 202.0 SURCHARGEDS3.015 S44 96.077 0.547 0.000 1.21 0.0 190.5 SURCHARGEDS3.016 S45 95.106 0.246 0.000 1.17 0.0 183.6 SURCHARGEDS3.017 S46 94.167 -0.193 0.000 0.48 0.0 183.6 OKS1.021 S47 91.272 1.547 0.000 0.06 0.0 4.0 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)












DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.





S3.005 15 Winter 100 +30% 200/15 SummerS3.006 15 Winter 100 +30% 200/15 SummerS3.007 15 Winter 100 +30% 200/30 WinterS3.008 30 Winter 100 +30% 100/30 WinterS3.009 30 Winter 100 +30% 100/15 SummerS3.010 30 Winter 100 +30% 30/15 SummerS3.011 30 Winter 100 +30%S3.012 30 Winter 100 +30% 100/15 WinterS3.013 30 Winter 100 +30% 30/15 Summer 100/15 Winter 12S3.014 60 Winter 100 +30% 30/15 Summer 100/15 Summer 16S3.015 60 Winter 100 +30% 30/15 SummerS3.016 30 Summer 100 +30% 30/15 SummerS3.017 60 Winter 100 +30%S1.021 10080 Winter 100 +30% 1/360 Summer


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


S1.000 S1 100.400 -0.150 0.000 0.48 0.0 41.7 OKS1.001 S2 100.188 -0.112 0.000 0.64 0.0 51.2 OKS1.002 S3 100.137 -0.028 0.000 0.90 0.0 76.6 OKS1.003 S4 99.905 0.045 0.000 1.04 0.0 84.1 SURCHARGEDS1.004 S5 99.791 0.086 0.000 1.08 0.0 86.0 SURCHARGEDS1.005 S6 99.699 0.129 0.000 0.67 0.0 98.0 SURCHARGEDS1.006 S7 99.642 0.282 0.000 0.77 0.0 106.6 SURCHARGEDS1.007 S8 99.587 0.372 0.000 0.81 0.0 116.9 SURCHARGEDS1.008 S9 99.507 0.477 0.000 0.84 0.0 119.9 SURCHARGEDS1.009 S10 99.418 0.563 0.000 0.84 0.0 124.4 SURCHARGEDS1.010 S11 99.283 0.663 0.000 0.87 0.0 126.9 SURCHARGEDS1.011 S12 99.141 0.736 0.000 0.90 0.0 131.4 SURCHARGEDS1.012 S13 98.980 0.785 0.000 0.95 0.0 141.7 SURCHARGEDS1.013 S14 98.752 0.817 0.000 1.11 0.0 174.3 SURCHARGEDS1.014 S15 98.005 0.695 0.000 1.28 0.0 180.8 SURCHARGEDS1.015 S16 97.739 0.589 0.000 1.28 0.0 188.4 SURCHARGEDS2.000 S17 98.939 -0.141 0.000 0.29 0.0 13.0 OKS2.001 S18 98.747 -0.103 0.000 0.55 0.0 21.8 OKS2.002 S19 98.639 -0.066 0.000 0.83 0.0 32.2 OKS2.003 S20 98.436 -0.124 0.000 0.40 0.0 45.4 OKS1.016 S21 97.332 0.427 0.000 1.69 0.0 219.8 SURCHARGEDS1.017 S22 97.013 0.218 0.000 1.60 0.0 223.6 SURCHARGEDS1.018 S23 96.499 -0.146 0.000 0.68 0.0 226.5 OKS1.019 S24 95.630 -0.200 0.000 0.44 0.0 238.4 OKS1.020 S25 93.102 -0.203 0.000 0.43 0.0 237.9 OKS3.000 S26 110.071 0.271 0.000 0.68 0.0 104.5 SURCHARGEDS3.001 S27 109.926 0.646 0.000 0.87 0.0 152.5 SURCHARGEDS3.002 S28 109.411 0.781 0.000 1.13 0.0 210.8 SURCHARGEDS3.003 S29 108.737 0.637 0.000 1.54 0.0 233.2 SURCHARGEDS4.000 S32 109.863 -0.087 0.000 0.67 0.0 62.0 OKS3.004 S33 108.387 0.437 0.000 1.51 0.0 362.5 SURCHARGEDS3.005 S34 107.611 -0.014 0.000 1.00 0.0 356.3 OKS3.006 S35 107.152 -0.098 0.000 1.00 0.0 354.5 OKS3.007 S36 106.774 -0.121 0.000 0.94 0.0 351.1 OKS3.008 S37 106.292 0.067 0.000 0.91 0.0 340.4 SURCHARGEDS3.009 S38 105.956 0.401 0.000 0.78 0.0 292.5 SURCHARGEDS3.010 S39 105.613 0.878 0.000 1.36 0.0 267.4 SURCHARGEDS3.011 S40 103.562 -0.128 0.000 0.76 0.0 267.1 OK




S3.012 S41 100.982 0.582 0.000 0.85 0.0 263.5 SURCHARGEDS3.013 S42 99.106 1.306 5.944 1.00 0.0 243.1 FLOODS3.014 S43 97.527 1.327 27.137 1.34 0.0 210.0 FLOODS3.015 S44 96.412 0.882 0.000 1.31 0.0 206.4 SURCHARGEDS3.016 S45 95.298 0.438 0.000 1.29 0.0 202.3 SURCHARGEDS3.017 S46 94.178 -0.182 0.000 0.53 0.0 202.5 OKS1.021 S47 91.802 2.077 0.000 0.09 0.0 6.1 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)












DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.





S3.005 30 Summer 200 +30% 200/15 SummerS3.006 15 Winter 200 +30% 200/15 SummerS3.007 30 Winter 200 +30% 200/30 WinterS3.008 30 Winter 200 +30% 100/30 WinterS3.009 30 Winter 200 +30% 100/15 SummerS3.010 30 Winter 200 +30% 30/15 SummerS3.011 30 Winter 200 +30%S3.012 30 Winter 200 +30% 100/15 WinterS3.013 60 Winter 200 +30% 30/15 Summer 100/15 Winter 12S3.014 60 Winter 200 +30% 30/15 Summer 100/15 Summer 16S3.015 60 Winter 200 +30% 30/15 SummerS3.016 60 Winter 200 +30% 30/15 SummerS3.017 60 Winter 200 +30%S1.021 10080 Winter 200 +30% 1/360 Summer


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


S1.000 S1 100.739 0.189 0.000 0.50 0.0 42.9 SURCHARGEDS1.001 S2 100.702 0.402 0.000 0.63 0.0 50.7 SURCHARGEDS1.002 S3 100.667 0.502 0.000 0.89 0.0 75.9 SURCHARGEDS1.003 S4 100.557 0.697 0.000 1.01 0.0 81.6 SURCHARGEDS1.004 S5 100.479 0.774 0.000 1.11 0.0 88.3 SURCHARGEDS1.005 S6 100.395 0.825 0.000 0.69 0.0 100.2 SURCHARGEDS1.006 S7 100.341 0.981 0.000 0.78 0.0 109.0 SURCHARGEDS1.007 S8 100.291 1.076 0.000 0.81 0.0 116.4 SURCHARGEDS1.008 S9 100.217 1.187 0.000 0.83 0.0 118.4 SURCHARGEDS1.009 S10 100.131 1.276 0.000 0.84 0.0 124.5 SURCHARGEDS1.010 S11 99.987 1.367 0.000 0.89 0.0 129.2 SURCHARGEDS1.011 S12 99.821 1.416 0.000 0.97 0.0 140.9 SURCHARGEDS1.012 S13 99.625 1.430 0.000 1.05 0.0 155.6 SURCHARGEDS1.013 S14 99.339 1.404 0.000 1.21 0.0 190.2 SURCHARGEDS1.014 S15 98.400 1.090 0.000 1.42 0.0 200.7 SURCHARGEDS1.015 S16 98.078 0.928 0.000 1.43 0.0 211.3 SURCHARGEDS2.000 S17 98.946 -0.134 0.000 0.34 0.0 15.1 OKS2.001 S18 98.758 -0.092 0.000 0.63 0.0 25.3 OKS2.002 S19 98.658 -0.047 0.000 0.96 0.0 37.3 OKS2.003 S20 98.446 -0.114 0.000 0.47 0.0 52.5 OKS1.016 S21 97.576 0.671 0.000 1.96 0.0 254.0 SURCHARGEDS1.017 S22 97.150 0.355 0.000 1.86 0.0 259.7 SURCHARGEDS1.018 S23 96.525 -0.120 0.000 0.80 0.0 264.5 OKS1.019 S24 95.649 -0.181 0.000 0.52 0.0 281.8 OKS1.020 S25 93.120 -0.185 0.000 0.51 0.0 280.8 OKS3.000 S26 110.848 1.048 0.000 0.70 0.0 106.7 FLOOD RISKS3.001 S27 110.580 1.300 0.140 0.96 0.0 169.2 FLOODS3.002 S28 109.931 1.301 0.913 1.29 0.0 239.7 FLOODS3.003 S29 109.136 1.036 0.000 1.72 0.0 261.2 FLOOD RISKS4.000 S32 109.878 -0.072 0.000 0.78 0.0 71.8 OKS3.004 S33 108.695 0.745 0.000 1.70 0.0 407.0 SURCHARGEDS3.005 S34 107.757 0.132 0.000 1.13 0.0 404.3 SURCHARGEDS3.006 S35 107.307 0.057 0.000 1.10 0.0 390.0 SURCHARGEDS3.007 S36 106.994 0.099 0.000 0.99 0.0 370.5 SURCHARGEDS3.008 S37 106.632 0.407 0.000 0.92 0.0 345.1 SURCHARGEDS3.009 S38 106.252 0.697 0.000 0.79 0.0 295.2 SURCHARGEDS3.010 S39 105.864 1.129 0.000 1.44 0.0 283.7 SURCHARGEDS3.011 S40 103.572 -0.118 0.000 0.81 0.0 283.7 OK




S3.012 S41 101.250 0.850 0.000 0.91 0.0 281.7 SURCHARGEDS3.013 S42 99.120 1.320 19.732 1.00 0.0 243.1 FLOODS3.014 S43 97.544 1.344 45.508 1.35 0.0 211.4 FLOODS3.015 S44 96.425 0.895 0.000 1.31 0.0 206.5 SURCHARGEDS3.016 S45 95.304 0.444 0.000 1.29 0.0 203.0 SURCHARGEDS3.017 S46 94.179 -0.181 0.000 0.53 0.0 203.0 OKS1.021 S47 92.000 2.275 0.000 0.09 0.0 6.2 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


Parsons Brinckerhoff Page 1Manchester Technology Centre A43 Highway DrainageOxford Road Catchment 3Manchester M1 7ED FEH CheckDate 05/12/14 Designed by MABFile Catchment 3 FEH 200 check 10... Checked byXP Solutions Network 2014.1.1










DTS Status ON

Profile(s) Summer and WinterDuration(s) (mins) 60, 120, 180, 240, 360, 480, 600, 720, 960, 1440

Return Period(s) (years) 10Climate Change (%) 0


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

S1.000 60 Summer 10 0%S1.001 60 Summer 10 0%S1.002 60 Summer 10 0%S1.003 60 Summer 10 0%S1.004 60 Summer 10 0%S1.005 60 Summer 10 0%S1.006 60 Summer 10 0%S1.007 60 Summer 10 0%S1.008 60 Summer 10 0%S1.009 60 Summer 10 0%S1.010 60 Summer 10 0%S1.011 60 Summer 10 0%S1.012 60 Summer 10 0%S1.013 60 Summer 10 0%S1.014 60 Summer 10 0%S1.015 60 Summer 10 0%S2.000 60 Summer 10 0%S2.001 60 Summer 10 0%S2.002 60 Summer 10 0%S2.003 60 Summer 10 0%S1.016 60 Summer 10 0%S1.017 60 Summer 10 0%S1.018 60 Summer 10 0%S1.019 60 Summer 10 0%S1.020 60 Summer 10 0%S3.000 60 Summer 10 0%S3.001 60 Summer 10 0%S3.002 60 Summer 10 0%S3.003 60 Summer 10 0%




S4.000 60 Summer 10 0%S3.004 60 Summer 10 0%S3.005 60 Summer 10 0%S3.006 60 Summer 10 0%S3.007 60 Summer 10 0%S3.008 60 Summer 10 0%S3.009 60 Summer 10 0%S3.010 60 Summer 10 0%S3.011 60 Summer 10 0%S3.012 60 Summer 10 0%S3.013 60 Summer 10 0%S3.014 60 Summer 10 0% 10/60 SummerS3.015 60 Summer 10 0%S3.016 60 Summer 10 0%S3.017 60 Summer 10 0%S1.021 1440 Winter 10 0% 10/120 Winter


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


S1.000 S1 100.335 -0.215 0.000 0.17 0.0 15.0 OKS1.001 S2 100.100 -0.200 0.000 0.23 0.0 18.7 OKS1.002 S3 99.989 -0.176 0.000 0.34 0.0 29.4 OKS1.003 S4 99.697 -0.163 0.000 0.42 0.0 34.4 OKS1.004 S5 99.552 -0.153 0.000 0.48 0.0 38.5 OKS1.005 S6 99.338 -0.232 0.000 0.31 0.0 45.2 OKS1.006 S7 99.140 -0.220 0.000 0.36 0.0 49.5 OKS1.007 S8 99.001 -0.214 0.000 0.38 0.0 54.6 OKS1.008 S9 98.825 -0.205 0.000 0.41 0.0 59.2 OKS1.009 S10 98.658 -0.197 0.000 0.44 0.0 65.5 OKS1.010 S11 98.434 -0.186 0.000 0.49 0.0 71.6 OKS1.011 S12 98.228 -0.177 0.000 0.54 0.0 77.9 OKS1.012 S13 98.025 -0.170 0.000 0.57 0.0 85.0 OKS1.013 S14 97.783 -0.152 0.000 0.64 0.0 100.2 OKS1.014 S15 97.176 -0.134 0.000 0.74 0.0 103.9 OKS1.015 S16 97.015 -0.135 0.000 0.73 0.0 107.2 OKS2.000 S17 98.904 -0.176 0.000 0.10 0.0 4.7 OKS2.001 S18 98.694 -0.156 0.000 0.20 0.0 7.8 OKS2.002 S19 98.566 -0.139 0.000 0.29 0.0 11.5 OKS2.003 S20 98.394 -0.166 0.000 0.15 0.0 16.4 OKS1.016 S21 96.818 -0.087 0.000 0.94 0.0 122.4 OKS1.017 S22 96.697 -0.098 0.000 0.89 0.0 124.1 OKS1.018 S23 96.431 -0.214 0.000 0.38 0.0 125.7 OKS1.019 S24 95.581 -0.249 0.000 0.25 0.0 132.0 OKS1.020 S25 93.054 -0.251 0.000 0.24 0.0 131.7 OKS3.000 S26 109.559 -0.241 0.000 0.27 0.0 41.0 OKS3.001 S27 109.079 -0.201 0.000 0.42 0.0 74.2 OKS3.002 S28 108.464 -0.166 0.000 0.58 0.0 107.7 OKS3.003 S29 107.978 -0.122 0.000 0.79 0.0 119.7 OKS4.000 S32 109.801 -0.149 0.000 0.24 0.0 22.3 OKS3.004 S33 107.791 -0.159 0.000 0.73 0.0 175.4 OKS3.005 S34 107.364 -0.261 0.000 0.50 0.0 178.9 OKS3.006 S35 106.991 -0.259 0.000 0.50 0.0 177.5 OKS3.007 S36 106.626 -0.269 0.000 0.47 0.0 175.9 OKS3.008 S37 105.955 -0.270 0.000 0.46 0.0 173.4 OKS3.009 S38 105.280 -0.275 0.000 0.46 0.0 170.3 OK




S3.010 S39 104.633 -0.102 0.000 0.86 0.0 169.6 OKS3.011 S40 103.498 -0.192 0.000 0.48 0.0 168.5 OKS3.012 S41 100.222 -0.178 0.000 0.53 0.0 165.5 OKS3.013 S42 97.656 -0.144 0.000 0.69 0.0 167.2 OKS3.014 S43 96.253 0.053 0.000 1.03 0.0 162.4 SURCHARGEDS3.015 S44 95.505 -0.025 0.000 1.00 0.0 156.7 OKS3.016 S45 94.807 -0.053 0.000 0.98 0.0 153.4 OKS3.017 S46 94.150 -0.210 0.000 0.40 0.0 154.5 OKS1.021 S47 89.960 0.235 0.000 0.00 0.0 0.0 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


Parsons Brinckerhoff Page 1Manchester Technology Centre A43 Highway DrainageOxford Road Catchment 3Manchester M1 7ED FEH CheckDate 05/12/14 Designed by MABFile CATCHMENT 3 FEH 200 CHECK.MDX Checked byXP Solutions Network 2014.1.1



PN Length(m)

Fall(m)

Slope(1:X)

I.Area(ha)

T.E.(mins)

BaseFlow (l/s)

k(mm)

HYDSECT

DIA(mm)

S1.000 34.860 0.250 139.4 0.087 5.00 0.0 0.600 o 300S1.001 19.600 0.135 145.2 0.021 0.00 0.0 0.600 o 300S1.002 45.150 0.305 148.0 0.060 0.00 0.0 0.600 o 300S1.003 22.700 0.155 146.5 0.028 0.00 0.0 0.600 o 300S1.004 19.840 0.135 147.0 0.024 0.00 0.0 0.600 o 300S1.005 30.900 0.210 147.1 0.041 0.00 0.0 0.600 o 375S1.006 21.440 0.145 147.9 0.027 0.00 0.0 0.600 o 375S1.007 27.250 0.185 147.3 0.034 0.00 0.0 0.600 o 375S1.008 25.560 0.175 146.1 0.032 0.00 0.0 0.600 o 375S1.009 34.710 0.235 147.7 0.046 0.00 0.0 0.600 o 375S1.010 32.000 0.215 148.8 0.040 0.00 0.0 0.600 o 375S1.011 31.180 0.210 148.5 0.042 0.00 0.0 0.600 o 375S1.012 38.720 0.260 148.9 0.051 0.00 0.0 0.600 o 375S1.013 93.290 0.625 149.3 0.121 0.00 0.0 0.600 o 375S1.014 23.670 0.160 147.9 0.035 0.00 0.0 0.600 o 375S1.015 36.430 0.245 148.7 0.035 0.00 0.0 0.600 o 375

S2.000 26.280 0.230 114.3 0.027 5.00 0.0 0.600 o 225S2.001 20.140 0.145 138.9 0.018 0.00 0.0 0.600 o 225S2.002 21.220 0.145 146.3 0.021 0.00 0.0 0.600 o 225S2.003 31.420 1.655 19.0 0.028 0.00 0.0 0.600 o 225

S1.016 16.200 0.110 147.3 0.019 0.00 0.0 0.600 o 375S1.017 22.420 0.150 149.5 0.019 0.00 0.0 0.600 o 375S1.018 21.400 0.815 26.3 0.017 0.00 0.0 0.600 o 375


PN US/IL(m)

Σ I.Area(ha)

Σ BaseFlow (l/s)

Vel(m/s)

Cap(l/s)

S1.000 100.250 0.087 0.0 1.33 94.0S1.001 100.000 0.108 0.0 1.30 92.1S1.002 99.865 0.168 0.0 1.29 91.2S1.003 99.560 0.196 0.0 1.30 91.7S1.004 99.405 0.220 0.0 1.29 91.5S1.005 99.195 0.261 0.0 1.49 164.7S1.006 98.985 0.288 0.0 1.49 164.3S1.007 98.840 0.322 0.0 1.49 164.6S1.008 98.655 0.354 0.0 1.50 165.3S1.009 98.480 0.400 0.0 1.49 164.4S1.010 98.245 0.440 0.0 1.48 163.8S1.011 98.030 0.482 0.0 1.48 164.0S1.012 97.820 0.533 0.0 1.48 163.7S1.013 97.560 0.654 0.0 1.48 163.5S1.014 96.935 0.689 0.0 1.49 164.3S1.015 96.775 0.724 0.0 1.48 163.9

S2.000 98.855 0.027 0.0 1.22 48.6S2.001 98.625 0.045 0.0 1.11 44.0S2.002 98.480 0.066 0.0 1.08 42.9S2.003 98.335 0.094 0.0 3.02 120.0

S1.016 96.530 0.837 0.0 1.49 164.7S1.017 96.420 0.856 0.0 1.48 163.4S1.018 96.270 0.873 0.0 3.55 391.9




PN Length(m)

Fall(m)

Slope(1:X)

I.Area(ha)

T.E.(mins)

BaseFlow (l/s)

k(mm)

HYDSECT

DIA(mm)

S1.019 26.840 2.525 10.6 0.055 0.00 0.0 0.600 o 375S1.020 30.000 2.930 10.2 0.000 0.00 0.0 0.600 o 375

S3.000 80.130 0.520 154.1 0.237 5.00 0.0 0.600 o 375S3.001 75.890 0.650 116.8 0.192 0.00 0.0 0.600 o 375S3.002 52.870 0.530 99.8 0.194 0.00 0.0 0.600 o 375S3.003 9.820 0.150 65.5 0.070 0.00 0.0 0.600 o 375

S4.000 59.950 2.000 30.0 0.129 5.00 0.0 0.600 o 225

S3.004 48.560 0.325 149.4 0.199 0.00 0.0 0.600 o 450S3.005 56.320 0.375 150.2 0.034 0.00 0.0 0.600 o 525S3.006 53.300 0.355 150.1 0.000 0.00 0.0 0.600 o 525S3.007 100.000 0.670 149.3 0.000 0.00 0.0 0.600 o 525S3.008 100.000 0.670 149.3 0.000 0.00 0.0 0.600 o 525S3.009 100.000 0.670 149.3 0.000 0.00 0.0 0.600 o 525S3.010 100.000 1.045 95.7 0.000 0.00 0.0 0.600 o 375S3.011 100.000 3.290 30.4 0.000 0.00 0.0 0.600 o 375S3.012 100.000 2.600 38.5 0.000 0.00 0.0 0.600 o 375S3.013 100.000 1.600 62.5 0.000 0.00 0.0 0.600 o 375S3.014 100.000 0.670 149.3 0.000 0.00 0.0 0.600 o 375S3.015 100.000 0.670 149.3 0.000 0.00 0.0 0.600 o 375S3.016 100.000 0.670 149.3 0.000 0.00 0.0 0.600 o 375S3.017 100.000 3.985 25.1 0.000 0.00 0.0 0.600 o 375


PN US/IL(m)

Σ I.Area(ha)

Σ BaseFlow (l/s)

Vel(m/s)

Cap(l/s)

S1.019 95.455 0.928 0.0 5.58 616.8S1.020 92.930 0.928 0.0 5.69 628.5

S3.000 109.425 0.237 0.0 1.46 160.9S3.001 108.905 0.429 0.0 1.68 185.1S3.002 108.255 0.623 0.0 1.81 200.4S3.003 107.725 0.693 0.0 2.24 247.7

S4.000 109.725 0.129 0.0 2.40 95.4

S3.004 107.500 1.021 0.0 1.66 264.2S3.005 107.100 1.055 0.0 1.83 395.2S3.006 106.725 1.055 0.0 1.83 395.2S3.007 106.370 1.055 0.0 1.83 396.4S3.008 105.700 1.055 0.0 1.83 396.4S3.009 105.030 1.055 0.0 1.83 396.4S3.010 104.360 1.055 0.0 1.85 204.6S3.011 103.315 1.055 0.0 3.30 364.1S3.012 100.025 1.055 0.0 2.93 323.6S3.013 97.425 1.055 0.0 2.30 253.5S3.014 95.825 1.055 0.0 1.48 163.6S3.015 95.155 1.055 0.0 1.48 163.6S3.016 94.485 1.055 0.0 1.48 163.6S3.017 93.985 1.055 0.0 3.63 400.9




PN Length(m)

Fall(m)

Slope(1:X)

I.Area(ha)

T.E.(mins)

BaseFlow (l/s)

k(mm)

HYDSECT

DIA(mm)

S1.021 23.300 0.500 46.6 0.000 0.00 0.0 0.600 o 225


PN US/IL(m)

Σ I.Area(ha)

Σ BaseFlow (l/s)

Vel(m/s)

Cap(l/s)

S1.021 89.500 1.983 0.0 1.92 76.4




MHName

MHCL (m)

MHDepth(m)

MHConnection

MHDiam.,L*W

(mm)PN

Pipe OutInvert


PNPipes InInvert


Backdrop(mm)

S1 101.850 1.600 Open Manhole 1050 S1.000 100.250 300

S2 101.600 1.600 Open Manhole 1050 S1.001 100.000 300 S1.000 100.000 300

S3 101.550 1.685 Open Manhole 1050 S1.002 99.865 300 S1.001 99.865 300

S4 101.550 1.990 Open Manhole 1050 S1.003 99.560 300 S1.002 99.560 300

S5 101.630 2.225 Open Manhole 1050 S1.004 99.405 300 S1.003 99.405 300

S6 101.730 2.535 Open Manhole 1050 S1.005 99.195 375 S1.004 99.270 300

S7 101.880 2.895 Open Manhole 1050 S1.006 98.985 375 S1.005 98.985 375

S8 101.950 3.110 Open Manhole 1050 S1.007 98.840 375 S1.006 98.840 375

S9 102.000 3.345 Open Manhole 1050 S1.008 98.655 375 S1.007 98.655 375

S10 102.030 3.550 Open Manhole 1050 S1.009 98.480 375 S1.008 98.480 375

S11 101.980 3.735 Open Manhole 1050 S1.010 98.245 375 S1.009 98.245 375

S12 101.880 3.850 Open Manhole 1050 S1.011 98.030 375 S1.010 98.030 375

S13 101.750 3.930 Open Manhole 1050 S1.012 97.820 375 S1.011 97.820 375

S14 101.550 3.990 Open Manhole 1050 S1.013 97.560 375 S1.012 97.560 375

S15 101.100 4.165 Open Manhole 1050 S1.014 96.935 375 S1.013 96.935 375

S16 100.900 4.125 Open Manhole 1050 S1.015 96.775 375 S1.014 96.775 375

S17 100.380 1.525 Open Manhole 1050 S2.000 98.855 225

S18 100.150 1.525 Open Manhole 1050 S2.001 98.625 225 S2.000 98.625 225

S19 100.080 1.600 Open Manhole 1050 S2.002 98.480 225 S2.001 98.480 225

S20 99.950 1.615 Open Manhole 1050 S2.003 98.335 225 S2.002 98.335 225

S21 99.900 3.370 Open Manhole 1050 S1.016 96.530 375 S1.015 96.530 375

S2.003 96.680 225

S22 99.650 3.230 Open Manhole 1050 S1.017 96.420 375 S1.016 96.420 375

S23 98.530 2.260 Open Manhole 1050 S1.018 96.270 375 S1.017 96.270 375

S24 97.130 1.675 Open Manhole 1050 S1.019 95.455 375 S1.018 95.455 375

S25 95.130 2.200 Open Manhole 1050 S1.020 92.930 375 S1.019 92.930 375

S26 111.100 1.675 Open Manhole 1050 S3.000 109.425 375

S27 110.580 1.675 Open Manhole 1050 S3.001 108.905 375 S3.000 108.905 375

S28 109.930 1.675 Open Manhole 1050 S3.002 108.255 375 S3.001 108.255 375

S29 109.400 1.675 Open Manhole 1050 S3.003 107.725 375 S3.002 107.725 375

S32 111.250 1.525 Open Manhole 1050 S4.000 109.725 225

S33 109.250 1.750 Open Manhole 1050 S3.004 107.500 450 S3.003 107.575 375

S4.000 107.725 225

S34 108.980 1.880 Open Manhole 1200 S3.005 107.100 525 S3.004 107.175 450

S35 109.750 3.025 Open Manhole 1200 S3.006 106.725 525 S3.005 106.725 525

S36 111.100 4.730 Open Manhole 1200 S3.007 106.370 525 S3.006 106.370 525

S37 111.840 6.140 Open Manhole 1200 S3.008 105.700 525 S3.007 105.700 525

S38 110.400 5.370 Open Manhole 1200 S3.009 105.030 525 S3.008 105.030 525

S39 107.200 2.840 Open Manhole 1050 S3.010 104.360 375 S3.009 104.360 525

S40 105.700 2.385 Open Manhole 1050 S3.011 103.315 375 S3.010 103.315 375

S41 101.700 1.675 Open Manhole 1050 S3.012 100.025 375 S3.011 100.025 375

S42 99.100 1.675 Open Manhole 1050 S3.013 97.425 375 S3.012 97.425 375




MHName

MHCL (m)

MHDepth(m)

MHConnection

MHDiam.,L*W

(mm)PN

Pipe OutInvert


PNPipes InInvert


Backdrop(mm)

S43 97.500 1.675 Open Manhole 1050 S3.014 95.825 375 S3.013 95.825 375

S44 97.000 1.845 Open Manhole 1050 S3.015 95.155 375 S3.014 95.155 375

S45 97.000 2.515 Open Manhole 1050 S3.016 94.485 375 S3.015 94.485 375

S46 95.250 1.435 Open Manhole 1050 S3.017 93.985 375 S3.016 93.815 375

S47 92.300 2.800 Open Manhole 1500 S1.021 89.500 225 S1.020 90.000 375 650

S3.017 90.000 375 650




Upstream Manhole


PN HydSect

Diam(mm)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

S1.000 o 300 S1 101.850 100.250 1.300 Open Manhole 1050S1.001 o 300 S2 101.600 100.000 1.300 Open Manhole 1050S1.002 o 300 S3 101.550 99.865 1.385 Open Manhole 1050S1.003 o 300 S4 101.550 99.560 1.690 Open Manhole 1050S1.004 o 300 S5 101.630 99.405 1.925 Open Manhole 1050S1.005 o 375 S6 101.730 99.195 2.160 Open Manhole 1050S1.006 o 375 S7 101.880 98.985 2.520 Open Manhole 1050S1.007 o 375 S8 101.950 98.840 2.735 Open Manhole 1050S1.008 o 375 S9 102.000 98.655 2.970 Open Manhole 1050S1.009 o 375 S10 102.030 98.480 3.175 Open Manhole 1050S1.010 o 375 S11 101.980 98.245 3.360 Open Manhole 1050S1.011 o 375 S12 101.880 98.030 3.475 Open Manhole 1050S1.012 o 375 S13 101.750 97.820 3.555 Open Manhole 1050S1.013 o 375 S14 101.550 97.560 3.615 Open Manhole 1050S1.014 o 375 S15 101.100 96.935 3.790 Open Manhole 1050S1.015 o 375 S16 100.900 96.775 3.750 Open Manhole 1050



Downstream Manhole

PN Length(m)

Slope(1:X)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

S1.000 34.860 139.4 S2 101.600 100.000 1.300 Open Manhole 1050S1.001 19.600 145.2 S3 101.550 99.865 1.385 Open Manhole 1050S1.002 45.150 148.0 S4 101.550 99.560 1.690 Open Manhole 1050S1.003 22.700 146.5 S5 101.630 99.405 1.925 Open Manhole 1050S1.004 19.840 147.0 S6 101.730 99.270 2.160 Open Manhole 1050S1.005 30.900 147.1 S7 101.880 98.985 2.520 Open Manhole 1050S1.006 21.440 147.9 S8 101.950 98.840 2.735 Open Manhole 1050S1.007 27.250 147.3 S9 102.000 98.655 2.970 Open Manhole 1050S1.008 25.560 146.1 S10 102.030 98.480 3.175 Open Manhole 1050S1.009 34.710 147.7 S11 101.980 98.245 3.360 Open Manhole 1050S1.010 32.000 148.8 S12 101.880 98.030 3.475 Open Manhole 1050S1.011 31.180 148.5 S13 101.750 97.820 3.555 Open Manhole 1050S1.012 38.720 148.9 S14 101.550 97.560 3.615 Open Manhole 1050S1.013 93.290 149.3 S15 101.100 96.935 3.790 Open Manhole 1050S1.014 23.670 147.9 S16 100.900 96.775 3.750 Open Manhole 1050S1.015 36.430 148.7 S21 99.900 96.530 2.995 Open Manhole 1050





Upstream Manhole


PN HydSect

Diam(mm)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

S1.018 o 375 S23 98.530 96.270 1.885 Open Manhole 1050S1.019 o 375 S24 97.130 95.455 1.300 Open Manhole 1050S1.020 o 375 S25 95.130 92.930 1.825 Open Manhole 1050


S4.000 o 225 S32 111.250 109.725 1.300 Open Manhole 1050

S3.004 o 450 S33 109.250 107.500 1.300 Open Manhole 1050S3.005 o 525 S34 108.980 107.100 1.355 Open Manhole 1200S3.006 o 525 S35 109.750 106.725 2.500 Open Manhole 1200S3.007 o 525 S36 111.100 106.370 4.205 Open Manhole 1200S3.008 o 525 S37 111.840 105.700 5.615 Open Manhole 1200S3.009 o 525 S38 110.400 105.030 4.845 Open Manhole 1200S3.010 o 375 S39 107.200 104.360 2.465 Open Manhole 1050S3.011 o 375 S40 105.700 103.315 2.010 Open Manhole 1050S3.012 o 375 S41 101.700 100.025 1.300 Open Manhole 1050S3.013 o 375 S42 99.100 97.425 1.300 Open Manhole 1050S3.014 o 375 S43 97.500 95.825 1.300 Open Manhole 1050S3.015 o 375 S44 97.000 95.155 1.470 Open Manhole 1050S3.016 o 375 S45 97.000 94.485 2.140 Open Manhole 1050

Downstream Manhole

PN Length(m)

Slope(1:X)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

S1.018 21.400 26.3 S24 97.130 95.455 1.300 Open Manhole 1050S1.019 26.840 10.6 S25 95.130 92.930 1.825 Open Manhole 1050S1.020 30.000 10.2 S47 92.300 90.000 1.925 Open Manhole 1500


S4.000 59.950 30.0 S33 109.250 107.725 1.300 Open Manhole 1050

S3.004 48.560 149.4 S34 108.980 107.175 1.355 Open Manhole 1200S3.005 56.320 150.2 S35 109.750 106.725 2.500 Open Manhole 1200S3.006 53.300 150.1 S36 111.100 106.370 4.205 Open Manhole 1200S3.007 100.000 149.3 S37 111.840 105.700 5.615 Open Manhole 1200S3.008 100.000 149.3 S38 110.400 105.030 4.845 Open Manhole 1200S3.009 100.000 149.3 S39 107.200 104.360 2.315 Open Manhole 1050S3.010 100.000 95.7 S40 105.700 103.315 2.010 Open Manhole 1050S3.011 100.000 30.4 S41 101.700 100.025 1.300 Open Manhole 1050S3.012 100.000 38.5 S42 99.100 97.425 1.300 Open Manhole 1050S3.013 100.000 62.5 S43 97.500 95.825 1.300 Open Manhole 1050S3.014 100.000 149.3 S44 97.000 95.155 1.470 Open Manhole 1050S3.015 100.000 149.3 S45 97.000 94.485 2.140 Open Manhole 1050S3.016 100.000 149.3 S46 95.250 93.815 1.060 Open Manhole 1050



Upstream Manhole


PN HydSect

Diam(mm)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

S3.017 o 375 S46 95.250 93.985 0.890 Open Manhole 1050

S1.021 o 225 S47 92.300 89.500 2.575 Open Manhole 1500

Downstream Manhole

PN Length(m)

Slope(1:X)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

S3.017 100.000 25.1 S47 92.300 90.000 1.925 Open Manhole 1500

S1.021 23.300 46.6 S 90.700 89.000 1.475 Open Manhole 0






















0.100 1.0 1.200 1.4 3.000 2.1 7.000 3.00.200 1.1 1.400 1.4 3.500 2.2 7.500 3.10.300 1.1 1.600 1.5 4.000 2.3 8.000 3.20.400 1.0 1.800 1.6 4.500 2.5 8.500 3.30.500 0.9 2.000 1.7 5.000 2.6 9.000 3.40.600 1.0 2.200 1.8 5.500 2.7 9.500 3.50.800 1.1 2.400 1.9 6.000 2.81.000 1.2 2.600 1.9 6.500 2.9













0.100 1.9 1.200 2.5 3.000 3.9 7.000 5.70.200 2.3 1.400 2.7 3.500 4.1 7.500 5.90.300 2.4 1.600 2.9 4.000 4.4 8.000 6.10.400 2.3 1.800 3.0 4.500 4.7 8.500 6.30.500 2.3 2.000 3.2 5.000 4.9 9.000 6.50.600 2.1 2.200 3.3 5.500 5.1 9.500 6.60.800 2.1 2.400 3.5 6.000 5.31.000 2.3 2.600 3.6 6.500 5.5










0.100 1.7 1.200 2.3 3.000 3.4 7.000 5.10.200 2.0 1.400 2.4 3.500 3.7 7.500 5.30.300 2.0 1.600 2.6 4.000 3.9 8.000 5.40.400 2.0 1.800 2.7 4.500 4.2 8.500 5.60.500 1.9 2.000 2.9 5.000 4.4 9.000 5.80.600 1.7 2.200 3.0 5.500 4.6 9.500 5.90.800 1.9 2.400 3.1 6.000 4.81.000 2.1 2.600 3.2 6.500 4.9






Depth (m) Area (m²) Depth (m) Area (m²) Depth (m) Area (m²) Depth (m) Area (m²) Depth (m) Area (m²)

0.000 2053.0 0.600 2053.0 1.200 2053.0 1.800 2053.0 2.400 2053.00.100 2053.0 0.700 2053.0 1.300 2053.0 1.900 2053.0 2.500 2053.00.200 2053.0 0.800 2053.0 1.400 2053.0 2.000 2053.00.300 2053.0 0.900 2053.0 1.500 2053.0 2.100 2053.00.400 2053.0 1.000 2053.0 1.600 2053.0 2.200 2053.00.500 2053.0 1.100 2053.0 1.700 2053.0 2.300 2053.0











DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

S1.000 60 Summer 1 +5% 100/60 SummerS1.001 60 Summer 1 +5% 100/60 Summer 200/60 Summer 2S1.002 60 Summer 1 +5% 100/60 Summer 200/60 Summer 2S1.003 60 Summer 1 +5% 100/60 Summer 200/60 Summer 2S1.004 60 Summer 1 +5% 100/60 SummerS1.005 60 Summer 1 +5% 100/60 SummerS1.006 60 Summer 1 +5% 100/60 SummerS1.007 60 Summer 1 +5% 100/60 SummerS1.008 60 Summer 1 +5% 100/60 SummerS1.009 60 Summer 1 +5% 100/60 SummerS1.010 60 Summer 1 +5% 100/60 SummerS1.011 60 Summer 1 +5% 100/60 SummerS1.012 60 Summer 1 +5% 100/60 SummerS1.013 60 Summer 1 +5% 30/60 SummerS1.014 60 Summer 1 +5% 30/60 SummerS1.015 60 Summer 1 +5% 30/60 SummerS2.000 60 Summer 1 +5%S2.001 60 Summer 1 +5%S2.002 60 Summer 1 +5%S2.003 60 Summer 1 +5%S1.016 60 Summer 1 +5% 30/60 SummerS1.017 60 Summer 1 +5% 30/60 SummerS1.018 60 Summer 1 +5%S1.019 60 Summer 1 +5%S1.020 60 Summer 1 +5%S3.000 60 Summer 1 +5% 100/60 SummerS3.001 60 Summer 1 +5% 100/60 Summer 200/60 Summer 2S3.002 60 Summer 1 +5% 100/60 Summer 200/60 Summer 2




S3.003 60 Summer 1 +5% 30/60 Summer 200/60 Winter 1S4.000 60 Summer 1 +5% 200/60 SummerS3.004 60 Summer 1 +5% 30/60 SummerS3.005 60 Summer 1 +5% 100/60 SummerS3.006 60 Summer 1 +5% 100/60 SummerS3.007 60 Summer 1 +5% 100/60 SummerS3.008 60 Summer 1 +5% 100/60 SummerS3.009 60 Summer 1 +5% 100/60 SummerS3.010 60 Summer 1 +5% 30/60 SummerS3.011 60 Summer 1 +5% 200/60 SummerS3.012 60 Summer 1 +5% 100/60 SummerS3.013 60 Summer 1 +5% 30/60 Summer 100/60 Summer 7S3.014 60 Summer 1 +5% 30/60 Summer 100/60 Summer 9S3.015 60 Summer 1 +5% 30/60 SummerS3.016 60 Summer 1 +5% 30/60 SummerS3.017 60 Summer 1 +5%S1.021 10080 Winter 1 +5% 1/600 Winter


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)







PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)












DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.







ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)







PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)












DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.







ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


S1.000 S1 100.358 -0.192 0.000 0.27 0.0 23.4 OKS1.001 S2 100.128 -0.172 0.000 0.37 0.0 29.3 OKS1.002 S3 100.026 -0.139 0.000 0.54 0.0 46.0 OKS1.003 S4 99.740 -0.120 0.000 0.66 0.0 53.7 OKS1.004 S5 99.600 -0.105 0.000 0.75 0.0 60.1 OKS1.005 S6 99.379 -0.191 0.000 0.48 0.0 70.5 OKS1.006 S7 99.185 -0.175 0.000 0.55 0.0 77.3 OKS1.007 S8 99.050 -0.165 0.000 0.59 0.0 85.4 OKS1.008 S9 98.878 -0.152 0.000 0.64 0.0 92.3 OKS1.009 S10 98.716 -0.139 0.000 0.70 0.0 102.6 OKS1.010 S11 98.497 -0.123 0.000 0.77 0.0 112.1 OKS1.011 S12 98.296 -0.109 0.000 0.83 0.0 121.2 OKS1.012 S13 98.162 -0.033 0.000 0.85 0.0 126.4 OKS1.013 S14 97.981 0.046 0.000 0.92 0.0 143.7 SURCHARGEDS1.014 S15 97.465 0.155 0.000 1.04 0.0 147.0 SURCHARGEDS1.015 S16 97.292 0.142 0.000 1.02 0.0 151.0 SURCHARGEDS2.000 S17 98.917 -0.163 0.000 0.16 0.0 7.3 OKS2.001 S18 98.713 -0.137 0.000 0.31 0.0 12.2 OKS2.002 S19 98.591 -0.114 0.000 0.46 0.0 18.0 OKS2.003 S20 98.410 -0.150 0.000 0.23 0.0 25.7 OKS1.016 S21 97.043 0.138 0.000 1.30 0.0 168.4 SURCHARGEDS1.017 S22 96.856 0.061 0.000 1.23 0.0 171.2 SURCHARGEDS1.018 S23 96.463 -0.182 0.000 0.52 0.0 173.7 OKS1.019 S24 95.606 -0.224 0.000 0.34 0.0 181.6 OKS1.020 S25 93.078 -0.227 0.000 0.33 0.0 181.9 OKS3.000 S26 109.597 -0.203 0.000 0.42 0.0 64.0 OKS3.001 S27 109.134 -0.146 0.000 0.66 0.0 116.2 OKS3.002 S28 108.604 -0.026 0.000 0.86 0.0 160.9 OKS3.003 S29 108.203 0.103 0.000 1.19 0.0 179.8 SURCHARGEDS4.000 S32 109.823 -0.127 0.000 0.38 0.0 34.9 OKS3.004 S33 107.995 0.045 0.000 1.08 0.0 258.8 SURCHARGEDS3.005 S34 107.443 -0.182 0.000 0.74 0.0 265.6 OKS3.006 S35 107.066 -0.184 0.000 0.75 0.0 266.5 OKS3.007 S36 106.699 -0.196 0.000 0.70 0.0 262.4 OKS3.008 S37 106.026 -0.199 0.000 0.70 0.0 260.0 OK




S3.009 S38 105.355 -0.200 0.000 0.69 0.0 258.7 OKS3.010 S39 105.103 0.368 0.000 1.16 0.0 228.1 SURCHARGEDS3.011 S40 103.537 -0.153 0.000 0.65 0.0 228.8 OKS3.012 S41 100.265 -0.135 0.000 0.73 0.0 228.3 OKS3.013 S42 98.448 0.648 0.000 0.90 0.0 218.7 SURCHARGEDS3.014 S43 97.324 1.124 0.000 1.31 0.0 205.5 FLOOD RISKS3.015 S44 96.226 0.696 0.000 1.27 0.0 200.0 SURCHARGEDS3.016 S45 95.184 0.324 0.000 1.22 0.0 190.9 SURCHARGEDS3.017 S46 94.172 -0.188 0.000 0.50 0.0 191.1 OKS1.021 S47 90.447 0.722 0.000 0.02 0.0 1.2 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)












DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.





S3.003 60 Summer 100 +30% 30/60 Summer 200/60 Winter 1S4.000 60 Summer 100 +30% 200/60 SummerS3.004 60 Summer 100 +30% 30/60 SummerS3.005 60 Summer 100 +30% 100/60 SummerS3.006 60 Summer 100 +30% 100/60 SummerS3.007 60 Summer 100 +30% 100/60 SummerS3.008 60 Summer 100 +30% 100/60 SummerS3.009 60 Summer 100 +30% 100/60 SummerS3.010 60 Summer 100 +30% 30/60 SummerS3.011 60 Summer 100 +30% 200/60 SummerS3.012 60 Winter 100 +30% 100/60 SummerS3.013 60 Winter 100 +30% 30/60 Summer 100/60 Summer 7S3.014 60 Winter 100 +30% 30/60 Summer 100/60 Summer 9S3.015 60 Winter 100 +30% 30/60 SummerS3.016 60 Winter 100 +30% 30/60 SummerS3.017 60 Winter 100 +30%S1.021 10080 Winter 100 +30% 1/600 Winter


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


S1.000 S1 100.815 0.265 0.000 0.47 0.0 40.3 SURCHARGEDS1.001 S2 100.777 0.477 0.000 0.61 0.0 48.9 SURCHARGEDS1.002 S3 100.742 0.577 0.000 0.86 0.0 73.2 SURCHARGEDS1.003 S4 100.628 0.768 0.000 0.95 0.0 76.8 SURCHARGEDS1.004 S5 100.545 0.840 0.000 1.05 0.0 83.6 SURCHARGEDS1.005 S6 100.453 0.883 0.000 0.66 0.0 96.0 SURCHARGEDS1.006 S7 100.394 1.034 0.000 0.76 0.0 105.2 SURCHARGEDS1.007 S8 100.341 1.126 0.000 0.78 0.0 112.3 SURCHARGEDS1.008 S9 100.263 1.233 0.000 0.81 0.0 116.8 SURCHARGEDS1.009 S10 100.175 1.320 0.000 0.82 0.0 121.2 SURCHARGEDS1.010 S11 100.032 1.412 0.000 0.89 0.0 129.8 SURCHARGEDS1.011 S12 99.870 1.465 0.000 0.97 0.0 141.0 SURCHARGEDS1.012 S13 99.675 1.480 0.000 1.05 0.0 155.8 SURCHARGEDS1.013 S14 99.391 1.456 0.000 1.22 0.0 190.6 SURCHARGEDS1.014 S15 98.439 1.129 0.000 1.43 0.0 201.4 SURCHARGEDS1.015 S16 98.114 0.964 0.000 1.44 0.0 212.4 SURCHARGEDS2.000 S17 98.937 -0.143 0.000 0.28 0.0 12.6 OKS2.001 S18 98.745 -0.105 0.000 0.53 0.0 21.0 OKS2.002 S19 98.638 -0.067 0.000 0.80 0.0 31.1 OKS2.003 S20 98.436 -0.124 0.000 0.39 0.0 44.1 OKS1.016 S21 97.605 0.700 0.000 1.97 0.0 256.1 SURCHARGEDS1.017 S22 97.168 0.373 0.000 1.89 0.0 262.8 SURCHARGEDS1.018 S23 96.527 -0.118 0.000 0.81 0.0 268.5 OKS1.019 S24 95.651 -0.179 0.000 0.53 0.0 286.7 OKS1.020 S25 93.121 -0.184 0.000 0.52 0.0 286.4 OKS3.000 S26 110.678 0.878 0.000 0.64 0.0 97.3 SURCHARGEDS3.001 S27 110.485 1.205 0.000 0.93 0.0 163.0 FLOOD RISKS3.002 S28 109.914 1.284 0.000 1.25 0.0 233.3 FLOOD RISKS3.003 S29 109.055 0.955 0.000 1.71 0.0 258.8 SURCHARGEDS4.000 S32 109.861 -0.089 0.000 0.65 0.0 60.2 OKS3.004 S33 108.610 0.660 0.000 1.61 0.0 386.1 SURCHARGEDS3.005 S34 107.735 0.110 0.000 1.10 0.0 393.4 SURCHARGEDS3.006 S35 107.297 0.047 0.000 1.09 0.0 385.1 SURCHARGEDS3.007 S36 107.057 0.162 0.000 0.98 0.0 367.3 SURCHARGEDS3.008 S37 106.679 0.454 0.000 0.90 0.0 336.5 SURCHARGED




S3.009 S38 106.292 0.737 0.000 0.78 0.0 290.3 SURCHARGEDS3.010 S39 105.900 1.165 0.000 1.46 0.0 286.3 SURCHARGEDS3.011 S40 103.574 -0.116 0.000 0.82 0.0 286.3 OKS3.012 S41 101.294 0.894 0.000 0.92 0.0 284.4 SURCHARGEDS3.013 S42 99.131 1.331 31.022 1.00 0.0 243.2 FLOODS3.014 S43 97.555 1.355 55.543 1.35 0.0 211.8 FLOODS3.015 S44 96.431 0.901 0.000 1.32 0.0 207.3 SURCHARGEDS3.016 S45 95.307 0.447 0.000 1.29 0.0 203.3 SURCHARGEDS3.017 S46 94.179 -0.181 0.000 0.53 0.0 203.3 OKS1.021 S47 90.870 1.145 0.000 0.02 0.0 1.4 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)












DTS Status ON



Climate Change (%) 5, 5, 10, 30, 30


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

S1.000 60 Summer 200 +30% 100/60 SummerS1.001 60 Summer 200 +30% 100/60 Summer 200/60 Summer 2S1.002 60 Summer 200 +30% 100/60 Summer 200/60 Summer 2S1.003 60 Summer 200 +30% 100/60 Summer 200/60 Summer 2S1.004 60 Summer 200 +30% 100/60 SummerS1.005 60 Summer 200 +30% 100/60 SummerS1.006 60 Summer 200 +30% 100/60 SummerS1.007 60 Summer 200 +30% 100/60 SummerS1.008 60 Summer 200 +30% 100/60 SummerS1.009 60 Summer 200 +30% 100/60 SummerS1.010 60 Summer 200 +30% 100/60 SummerS1.011 60 Summer 200 +30% 100/60 SummerS1.012 60 Summer 200 +30% 100/60 SummerS1.013 60 Summer 200 +30% 30/60 SummerS1.014 60 Summer 200 +30% 30/60 SummerS1.015 60 Summer 200 +30% 30/60 SummerS2.000 60 Summer 200 +30%S2.001 60 Summer 200 +30%S2.002 60 Summer 200 +30%S2.003 60 Summer 200 +30%S1.016 60 Summer 200 +30% 30/60 SummerS1.017 60 Summer 200 +30% 30/60 SummerS1.018 60 Summer 200 +30%S1.019 60 Summer 200 +30%S1.020 60 Summer 200 +30%S3.000 60 Summer 200 +30% 100/60 SummerS3.001 60 Summer 200 +30% 100/60 Summer 200/60 Summer 2S3.002 60 Winter 200 +30% 100/60 Summer 200/60 Summer 2




S3.003 60 Winter 200 +30% 30/60 Summer 200/60 Winter 1S4.000 60 Summer 200 +30% 200/60 SummerS3.004 60 Winter 200 +30% 30/60 SummerS3.005 60 Winter 200 +30% 100/60 SummerS3.006 60 Winter 200 +30% 100/60 SummerS3.007 60 Winter 200 +30% 100/60 SummerS3.008 60 Winter 200 +30% 100/60 SummerS3.009 60 Winter 200 +30% 100/60 SummerS3.010 60 Winter 200 +30% 30/60 SummerS3.011 60 Winter 200 +30% 200/60 SummerS3.012 60 Winter 200 +30% 100/60 SummerS3.013 60 Winter 200 +30% 30/60 Summer 100/60 Summer 7S3.014 60 Winter 200 +30% 30/60 Summer 100/60 Summer 9S3.015 60 Winter 200 +30% 30/60 SummerS3.016 60 Winter 200 +30% 30/60 SummerS3.017 60 Winter 200 +30%S1.021 10080 Winter 200 +30% 1/600 Winter


ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


S1.000 S1 101.682 1.132 0.000 0.49 0.0 41.9 FLOOD RISKS1.001 S2 101.602 1.302 1.678 0.61 0.0 48.9 FLOODS1.002 S3 101.562 1.397 13.557 1.12 0.0 95.2 FLOODS1.003 S4 101.552 1.692 3.290 1.22 0.0 98.6 FLOODS1.004 S5 101.624 1.919 0.000 1.29 0.0 103.0 FLOOD RISKS1.005 S6 101.637 2.067 0.000 0.77 0.0 112.7 FLOOD RISKS1.006 S7 101.618 2.258 0.000 0.86 0.0 119.8 FLOOD RISKS1.007 S8 101.577 2.362 0.000 0.89 0.0 127.4 SURCHARGEDS1.008 S9 101.501 2.471 0.000 0.93 0.0 133.6 SURCHARGEDS1.009 S10 101.405 2.550 0.000 0.96 0.0 141.2 SURCHARGEDS1.010 S11 101.240 2.620 0.000 1.02 0.0 148.1 SURCHARGEDS1.011 S12 101.052 2.647 0.000 1.07 0.0 155.5 SURCHARGEDS1.012 S13 100.824 2.629 0.000 1.17 0.0 174.2 SURCHARGEDS1.013 S14 100.476 2.541 0.000 1.42 0.0 221.9 SURCHARGEDS1.014 S15 99.155 1.845 0.000 1.67 0.0 235.7 SURCHARGEDS1.015 S16 98.711 1.561 0.000 1.69 0.0 249.3 SURCHARGEDS2.000 S17 98.948 -0.132 0.000 0.35 0.0 15.6 OKS2.001 S18 98.763 -0.087 0.000 0.65 0.0 26.0 OKS2.002 S19 98.677 -0.028 0.000 0.99 0.0 38.8 OKS2.003 S20 98.448 -0.112 0.000 0.49 0.0 54.7 OKS1.016 S21 98.016 1.111 0.000 2.34 0.0 304.2 SURCHARGEDS1.017 S22 97.398 0.603 0.000 2.24 0.0 312.7 SURCHARGEDS1.018 S23 96.564 -0.081 0.000 0.97 0.0 320.3 OKS1.019 S24 95.676 -0.154 0.000 0.64 0.0 343.7 OKS1.020 S25 93.146 -0.159 0.000 0.62 0.0 344.3 OKS3.000 S26 111.019 1.219 0.000 0.84 0.0 129.3 FLOOD RISKS3.001 S27 110.594 1.314 13.709 1.00 0.0 174.9 FLOODS3.002 S28 109.952 1.322 22.284 1.21 0.0 225.5 FLOODS3.003 S29 109.403 1.303 2.599 1.68 0.0 254.8 FLOODS4.000 S32 110.175 0.225 0.000 0.77 0.0 71.0 SURCHARGEDS3.004 S33 109.193 1.243 0.000 1.71 0.0 410.3 FLOOD RISKS3.005 S34 108.745 1.120 0.000 1.16 0.0 414.4 FLOOD RISKS3.006 S35 108.482 1.232 0.000 1.13 0.0 400.7 SURCHARGEDS3.007 S36 108.213 1.318 0.000 1.00 0.0 373.3 SURCHARGEDS3.008 S37 107.746 1.521 0.000 0.92 0.0 341.5 SURCHARGED




S3.009 S38 107.302 1.747 0.000 0.89 0.0 333.4 SURCHARGEDS3.010 S39 106.816 2.081 0.000 1.66 0.0 326.5 SURCHARGEDS3.011 S40 104.150 0.460 0.000 0.88 0.0 306.5 SURCHARGEDS3.012 S41 101.637 1.237 0.000 0.98 0.0 305.5 FLOOD RISKS3.013 S42 99.172 1.372 72.308 1.00 0.0 244.5 FLOODS3.014 S43 97.583 1.383 83.391 1.35 0.0 212.4 FLOODS3.015 S44 96.450 0.920 0.000 1.32 0.0 207.5 SURCHARGEDS3.016 S45 95.317 0.457 0.000 1.30 0.0 204.1 SURCHARGEDS3.017 S46 94.179 -0.181 0.000 0.53 0.0 204.2 OKS1.021 S47 91.038 1.313 0.000 0.05 0.0 3.6 SURCHARGED

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


Parsons Brinckerhoff Page 1Manchester Technology Centre A34 Highway DrainageOxford Road Catchment 2 overland flowManchester M1 7ED FEH NorthDate 16/02/15 Designed by ELJFile DITCH 2.MDX Checked byXP Solutions Network 2014.1.1

Existing Network Details for Existing


PN Length(m)

Fall(m)

Slope(1:X)

I.Area(ha)

T.E.(mins)

BaseFlow (l/s)

k(mm)

HYDSECT

DIA(mm)

E1.000 151.000 7.850 19.2 0.000 5.00 0.0 0.600 1 \_/ 500

E2.000 151.000 3.900 38.7 0.000 5.00 0.0 0.600 1 \_/ 500

E1.001 39.100 2.300 17.0 0.000 5.00 0.0 0.600 o 500


PN US/IL(m)

Σ I.Area(ha)

Σ BaseFlow (l/s)

Vel(m/s)

Cap(l/s)

E1.000 98.150 0.000 0.0 8.55 5646.3

E2.000 94.200 0.000 0.0 6.03 3977.2

E1.001 90.300 0.000 0.0 5.29 1038.2


Manhole Schedules for Existing


MHName

MHCL (m)

MHDepth(m)

MHConnection

MHDiam.,L*W

(mm)PN

Pipe OutInvert


PNPipes InInvert


Backdrop(mm)

E1 98.750 0.600 Junction 0 E1.000 98.150 500

E2 94.800 0.600 Open Manhole 60 E2.000 94.200 500

E3 90.900 0.600 Open Manhole 60 E1.001 90.300 500 E1.000 90.300 500

E2.000 90.300 500

E 88.500 0.500 Open Manhole 0 OUTFALL E1.001 88.000 500


PIPELINE SCHEDULES for Existing

Upstream Manhole


PN HydSect

Diam(mm)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

E1.000 1 \_/ 500 E1 98.750 98.150 0.300 Junction

E2.000 1 \_/ 500 E2 94.800 94.200 0.300 Open Manhole 60

E1.001 o 500 E3 90.900 90.300 0.100 Open Manhole 60

Downstream Manhole

PN Length(m)

Slope(1:X)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

E1.000 151.000 19.2 E3 90.900 90.300 0.300 Open Manhole 60

E2.000 151.000 38.7 E3 90.900 90.300 0.300 Open Manhole 60

E1.001 39.100 17.0 E 88.500 88.000 0.000 Open Manhole 0

Simulation Criteria for Existing









Summary of Critical Results by Maximum Level (Rank 1) for Existing









DTS Status ON


1440, 2160, 2880, 4320, 5760, 7200, 8640, 10080Return Period(s) (years) 75



ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

E1.000 180 Summer 75 +30%E2.000 480 Summer 75 +30%E1.001 240 Winter 75 +30%

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


E1.000 E1 98.183 -0.567 0.000 0.01 0.0 35.7 OKE2.000 E2 94.301 -0.499 0.000 0.02 0.0 82.4 OKE1.001 E3 90.452 -0.348 0.000 0.18 0.0 165.6 OK

Parsons Brinckerhoff Page 1Manchester Technology Centre A43 Highway drainageOxford Road Catchment 2 overland flowManchester M1 7ED FEH southDate 16/02/15 Designed by ELJFile Ditch 1.mdx Checked byXP Solutions Network 2014.1.1



PN Length(m)

Fall(m)

Slope(1:X)

I.Area(ha)

T.E.(mins)

BaseFlow (l/s)

k(mm)

HYDSECT

DIA(mm)

E1.000 56.000 0.300 186.7 0.000 5.00 0.0 0.300 1 \_/ 300E1.001 46.000 1.100 41.8 0.000 5.00 0.0 0.600 1 \_/ 500

E2.000 32.000 0.800 40.0 0.000 5.00 0.0 0.600 1 \_/ 500

E1.002 10.000 0.350 28.6 0.000 5.00 0.0 0.600 1 \_/ 500E1.003 33.000 1.500 22.0 0.000 0.00 0.0 0.600 o 600E1.004 69.000 6.650 10.4 0.000 0.00 0.0 0.600 1 \_/ 600


PN US/IL(m)

Σ I.Area(ha)

Σ BaseFlow (l/s)

Vel(m/s)

Cap(l/s)

E1.000 98.400 0.000 0.0 1.97 354.7E1.001 98.100 0.000 0.0 5.80 3826.6

E2.000 97.800 0.000 0.0 5.93 3912.8

E1.002 97.000 0.000 0.0 7.02 4631.3E1.003 96.650 0.000 0.0 5.21 1472.2E1.004 95.150 0.000 0.0 11.96 8611.5




MHName

MHCL (m)

MHDepth(m)

MHConnection

MHDiam.,L*W

(mm)PN

Pipe OutInvert


PNPipes InInvert


Backdrop(mm)

E1 98.700 0.300 Junction E1.000 98.400 300

E2 98.700 0.600 Junction E1.001 98.100 500 E1.000 98.100 300

E3 98.400 0.600 Junction E2.000 97.800 500

E4 97.600 0.600 Junction 0 E1.002 97.000 500 E1.001 97.000 500

E2.000 97.000 500

E5 97.250 0.600 Open Manhole 10 E1.003 96.650 600 E1.002 96.650 500

E6 95.750 0.600 Open Manhole 10 E1.004 95.150 600 E1.003 95.150 600




Upstream Manhole


PN HydSect

Diam(mm)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

E1.000 1 \_/ 300 E1 98.700 98.400 0.000 JunctionE1.001 1 \_/ 500 E2 98.700 98.100 0.300 Junction

E2.000 1 \_/ 500 E3 98.400 97.800 0.300 Junction

E1.002 1 \_/ 500 E4 97.600 97.000 0.300 JunctionE1.003 o 600 E5 97.250 96.650 0.000 Open Manhole 10E1.004 1 \_/ 600 E6 95.750 95.150 0.300 Open Manhole 10

Downstream Manhole

PN Length(m)

Slope(1:X)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

E1.000 56.000 186.7 E2 98.700 98.100 0.300 JunctionE1.001 46.000 41.8 E4 97.600 97.000 0.300 Junction

E2.000 32.000 40.0 E4 97.600 97.000 0.300 Junction

E1.002 10.000 28.6 E5 97.250 96.650 0.300 Open Manhole 10E1.003 33.000 22.0 E6 95.750 95.150 0.000 Open Manhole 10E1.004 69.000 10.4 E 89.000 88.500 0.200 Open Manhole 0










75 year Return Period Summary of Critical Results by Maximum Level (Rank 1) forExisting









DTS Status ON





ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

E1.000 180 Summer 75 +30%E1.001 180 Summer 75 +30%E2.000 180 Summer 75 +30%E1.002 180 Summer 75 +30%E1.003 180 Summer 75 +30%E1.004 180 Summer 75 +30%

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


E1.000 E1 98.485 -0.215 0.000 0.10 0.0 35.7 FLOOD RISK*E1.001 E2 98.149 -0.551 0.000 0.02 0.0 45.0 OKE2.000 E3 97.847 -0.553 0.000 0.02 0.0 43.2 OKE1.002 E4 97.064 -0.536 0.000 0.06 0.0 87.7 OKE1.003 E5 96.756 -0.494 0.000 0.07 0.0 87.7 OKE1.004 E6 95.193 -0.557 0.000 0.01 0.0 88.6 OK

Parsons Brinckerhoff Page 1Manchester Technology Centre A43 Highway drainageOxford Road Catchment 3 overland flowManchester M1 7ED FEH NorthDate 16/02/15 Designed by ELJFile DITCH 3.MDX Checked byXP Solutions Network 2014.1.1



PN Length(m)

Fall(m)

Slope(1:X)

I.Area(ha)

T.E.(mins)

BaseFlow (l/s)

k(mm)

HYDSECT

DIA(mm)

E1.000 62.000 0.300 206.7 0.000 5.00 0.0 0.600 1 \_/ 500E1.001 70.000 0.100 700.0 0.000 5.00 0.0 0.600 1 \_/ 500E1.002 62.000 0.100 620.0 0.000 5.00 0.0 0.600 1 \_/ 500E1.003 69.000 0.100 690.0 0.000 5.00 0.0 0.600 1 \_/ 500E1.004 67.000 0.100 670.0 0.000 5.00 0.0 0.600 1 \_/ 500E1.005 85.000 0.100 850.0 0.000 5.00 0.0 0.600 1 \_/ 500E1.006 50.000 0.300 166.7 0.000 5.00 0.0 0.600 1 \_/ 600E1.007 40.000 1.900 21.1 0.000 5.00 0.0 0.600 1 \_/ 600E1.008 95.000 0.700 135.7 0.000 5.00 0.0 0.600 1 \_/ 600E1.009 54.000 4.400 12.3 0.000 5.00 0.0 0.600 1 \_/ 600


PN US/IL(m)

Σ I.Area(ha)

Σ BaseFlow (l/s)

Vel(m/s)

Cap(l/s)

E1.000 101.000 0.000 0.0 2.27 970.9E1.001 100.700 0.000 0.0 1.58 1510.4E1.002 100.600 0.000 0.0 1.82 2295.4E1.003 100.500 0.000 0.0 1.77 2442.5E1.004 100.400 0.000 0.0 1.77 2313.8E1.005 100.300 0.000 0.0 1.44 1403.8E1.006 100.200 0.000 0.0 4.83 17359.7E1.007 99.900 0.000 0.0 8.39 6042.8E1.008 98.000 0.000 0.0 3.30 2374.3E1.009 97.300 0.000 0.0 11.00 7917.4




MHName

MHCL (m)

MHDepth(m)

MHConnection

MHDiam.,L*W

(mm)PN

Pipe OutInvert


PNPipes InInvert


Backdrop(mm)

E1 101.450 0.450 Junction E1.000 101.000 500

E2 101.460 0.760 Junction E1.001 100.700 500 E1.000 100.700 500

E3 101.500 0.900 Junction E1.002 100.600 500 E1.001 100.600 500

E4 101.450 0.950 Junction E1.003 100.500 500 E1.002 100.500 500

E5 101.320 0.920 Junction E1.004 100.400 500 E1.003 100.400 500

E6 101.069 0.769 Junction E1.005 100.300 500 E1.004 100.300 500

E7 101.820 1.620 Junction E1.006 100.200 600 E1.005 100.200 500

E8 100.500 0.600 Junction E1.007 99.900 600 E1.006 99.900 600

E9 98.600 0.600 Junction E1.008 98.000 600 E1.007 98.000 600

E10 97.900 0.600 Junction 0 E1.009 97.300 600 E1.008 97.300 600




Upstream Manhole


PN HydSect

Diam(mm)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

E1.000 1 \_/ 500 E1 101.450 101.000 0.150 JunctionE1.001 1 \_/ 500 E2 101.460 100.700 0.460 JunctionE1.002 1 \_/ 500 E3 101.500 100.600 0.600 JunctionE1.003 1 \_/ 500 E4 101.450 100.500 0.650 JunctionE1.004 1 \_/ 500 E5 101.320 100.400 0.620 JunctionE1.005 1 \_/ 500 E6 101.069 100.300 0.469 JunctionE1.006 1 \_/ 600 E7 101.820 100.200 1.320 JunctionE1.007 1 \_/ 600 E8 100.500 99.900 0.300 JunctionE1.008 1 \_/ 600 E9 98.600 98.000 0.300 JunctionE1.009 1 \_/ 600 E10 97.900 97.300 0.300 Junction

Downstream Manhole

PN Length(m)

Slope(1:X)

MHName

C.Level(m)

I.Level(m)

D.Depth(m)

MHConnection

MH DIAM., L*W(mm)

E1.000 62.000 206.7 E2 101.460 100.700 0.460 JunctionE1.001 70.000 700.0 E3 101.500 100.600 0.600 JunctionE1.002 62.000 620.0 E4 101.450 100.500 0.650 JunctionE1.003 69.000 690.0 E5 101.320 100.400 0.620 JunctionE1.004 67.000 670.0 E6 101.069 100.300 0.469 JunctionE1.005 85.000 850.0 E7 101.820 100.200 1.320 JunctionE1.006 50.000 166.7 E8 100.500 99.900 0.300 JunctionE1.007 40.000 21.1 E9 98.600 98.000 0.300 JunctionE1.008 95.000 135.7 E10 97.900 97.300 0.300 JunctionE1.009 54.000 12.3 E 93.500 92.900 0.300 Open Manhole 0










Summary of Critical Results by Maximum Level (Rank 1) for Existing









DTS Status ON





ClimateChange

First XSurcharge

First YFlood

First ZOverflow

O/FAct.

LvlExc.

E1.000 240 Summer 75 +30%E1.001 240 Summer 75 +30%E1.002 240 Summer 75 +30%E1.003 240 Summer 75 +30%E1.004 240 Summer 75 +30%E1.005 240 Summer 75 +30%E1.006 240 Summer 75 +30%E1.007 240 Summer 75 +30%E1.008 240 Summer 75 +30%E1.009 240 Summer 75 +30%

PNUS/MHName

WaterLevel(m)

Surch'edDepth (m)

FloodedVolume(m³)

Flow /Cap.

O'flow(l/s)


E1.000 E1 101.083 -0.367 0.000 0.06 0.0 45.7 OKE1.001 E2 101.006 -0.454 0.000 0.08 0.0 107.9 OKE1.002 E3 100.976 -0.524 0.000 0.12 0.0 236.4 OKE1.003 E4 100.906 -0.544 0.000 0.15 0.0 312.5 OKE1.004 E5 100.804 -0.516 0.000 0.17 0.0 343.8 OKE1.005 E6 100.682 -0.387 0.000 0.26 0.0 347.9 OKE1.006 E7 100.418 -1.402 0.000 0.05 0.0 348.7 OKE1.007 E8 100.022 -0.478 0.000 0.10 0.0 350.3 OKE1.008 E9 98.213 -0.387 0.000 0.17 0.0 355.4 OKE1.009 E10 97.404 -0.496 0.000 0.07 0.0 355.5 OK

Date post:	25-May-2018
Category:	Documents
Upload:	ngothuy
View:	215 times
Download:	0 times

CALCULATION CONTINUATION SHEET return period plus climate change with a 300mm freeboard on any...

Documents