Stormwater / Water Modelling
Stormwater ManagementQuantity/Quality DesignWater Distribution ModellingBooster StationsHydrological StudiesHydraulic StudiesPond DesignFlood Control Projects
![header=[KANATA TOWN CENTRE STORMWATER MANAGEMENT FACILITY<br>KANATA, ONTARIO] body=[<ul class='photo_info'><li>total volume of facility - 45,200 m³
</li><li>water quality volume - 8,700 m³
</li><li>water quantity volume - 36,500 m³
</li><li>construction cost - $700 K</li></ul>]](/images/services/13_1.jpg)
KANATA TOWN CENTRE STORMWATER MANAGEMENT FACILITY
KANATA, ONTARIO
KANATA, ONTARIO
- total volume of facility - 45,200 m³
- water quality volume - 8,700 m³
- water quantity volume - 36,500 m³
- construction cost - $700 K
![header=[MONAHAN DRAIN CONSTRUCTED WETLAND<br>OTTAWA, ONTARIO] body=[<ul class='photo_info'><li>total volume of facility - 227,000 m³
</li><li>water quality volume - 32,500 m³
</li><li>water quantity volume - 195,000 m³
</li><li>coordinated with parkland development
</li><li>construction cost - $3.5 M</li></ul>]](/images/services/13_2.jpg)
MONAHAN DRAIN CONSTRUCTED WETLAND
OTTAWA, ONTARIO
OTTAWA, ONTARIO
- total volume of facility - 227,000 m³
- water quality volume - 32,500 m³
- water quantity volume - 195,000 m³
- coordinated with parkland development
- construction cost - $3.5 M
![header=[WATER DISTRIBUTION SYSTEM IMPROVEMENTS<br>ESPANOLA, ONTARIO] body=[<ul class='photo_info'><li>comprehensive water quality program
</li><li>pigging/swabbing of watermains
</li><li>flow monitoring
</li><li>computer simulation of system upgrades</li></ul>]](/images/services/13_3.jpg)
WATER DISTRIBUTION SYSTEM IMPROVEMENTS
ESPANOLA, ONTARIO
ESPANOLA, ONTARIO
- comprehensive water quality program
- pigging/swabbing of watermains
- flow monitoring
- computer simulation of system upgrades
BRITANNIA TRUNK STORM SEWER & TREATMENT FACILITY
OTTAWA, ONTARIO
OTTAWA, ONTARIO
- 1,200 m long by 4.2 m wide cast-in-place box sewer
- two wet ponds for quantity and quality control
- adjacent to environmentally sensitive wetlands
- siphon under two large trunk watermains
- construction cost - $5 M
HYDRAULIC NETWORK ANALYSIS
WHITEFISH LAKE FIRST NATION, NAUGHTON, ONTARIO
WHITEFISH LAKE FIRST NATION, NAUGHTON, ONTARIO
- 1,200 m long feedermain from Greater Sudbury system
- modelling/hydraulic analysis of feeder and existing network
- recommended looping of dead-end hydrants
- recommended additional booster stations
Computer simulation of municipal infrastructure has evolved substantially in the past decade. State-of-the-art techniques allow us to model and optimize multiple concepts and alternatives during design development, resulting in cost-effective solutions that comprehensively address site constraints and regulatory standards.
![header=[LYNWOOD VILLAGE SEWER SEPARATION STUDY<br>OTTAWA, ONTARIO] body=[<ul class='photo_info'><li>modelling of solutions to area-wide surface/basement flooding
</li><li>study area - 150 ha
</li><li>estimated cost of improvements - $15 M</li></ul>]](/images/services/13_6.jpg)
LYNWOOD VILLAGE SEWER SEPARATION STUDY
OTTAWA, ONTARIO
OTTAWA, ONTARIO
- modelling of solutions to area-wide surface/basement flooding
- study area - 150 ha
- estimated cost of improvements - $15 M
![header=[OTTAWA AIRPORT WATER DISTRIBUTION SYSTEM<br>OTTAWA, ONTARIO] body=[<ul class='photo_info'><li>model to assess system upgrades
</li><li>model included booster station and 27 km of watermains
</li><li>model of temporary watermain during construction</li></ul>]](/images/services/13_7.jpg)
OTTAWA AIRPORT WATER DISTRIBUTION SYSTEM
OTTAWA, ONTARIO
OTTAWA, ONTARIO
- model to assess system upgrades
- model included booster station and 27 km of watermains
- model of temporary watermain during construction
![header=[ALVIN HEIGHTS COMBINED SEWER STUDY<br>OTTAWA, ONTARIO] body=[<ul class='photo_info'><li>modelling of overflow frequency/volume
</li><li>alternatives to meet provincial policy
</li><li>study area - 290 ha
</li><li>simulation of 25 scenarios</li></ul>]](/images/services/13_8.jpg)
ALVIN HEIGHTS COMBINED SEWER STUDY
OTTAWA, ONTARIO
OTTAWA, ONTARIO
- modelling of overflow frequency/volume
- alternatives to meet provincial policy
- study area - 290 ha
- simulation of 25 scenarios
![header=[BRITANNIA TRUNK STORM SEWER & TREATMENT FACILITY<br>OTTAWA, ONTARIO] body=[<ul class='photo_info'><li>1,200 m long by 4.2 m wide cast-in-place box sewer
</li><li>two wet ponds for quantity and quality control
</li><li>adjacent to environmentally sensitive wetlands
</li><li>siphon under two large trunk watermains
</li><li>construction cost - $5 M</li></ul>]](/images/services/13_4.jpg)
![header=[HYDRAULIC NETWORK ANALYSIS<br>WHITEFISH LAKE FIRST NATION, NAUGHTON, ONTARIO] body=[<ul class='photo_info'><li>1,200 m long feedermain from Greater Sudbury system
</li><li>modelling/hydraulic analysis of feeder and existing network
</li><li>recommended looping of dead-end hydrants
</li><li>recommended additional booster stations</li></ul>]](/images/services/13_5.jpg)