Stormwater / Water Modelling
Stormwater ManagementQuantity/Quality DesignWater Distribution ModellingBooster StationsHydrological StudiesHydraulic StudiesPond DesignFlood Control Projects
KANATA TOWN CENTRE STORMWATER MANAGEMENT FACILITY
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
MONAHAN DRAIN CONSTRUCTED WETLAND
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
WATER DISTRIBUTION SYSTEM IMPROVEMENTS
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
  • 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
  • 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.

LYNWOOD VILLAGE SEWER SEPARATION STUDY
OTTAWA, ONTARIO
  • modelling of solutions to area-wide surface/basement flooding
  • study area - 150 ha
  • estimated cost of improvements - $15 M
OTTAWA AIRPORT WATER DISTRIBUTION SYSTEM
OTTAWA, ONTARIO
  • model to assess system upgrades
  • model included booster station and 27 km of watermains
  • model of temporary watermain during construction
ALVIN HEIGHTS COMBINED SEWER STUDY
OTTAWA, ONTARIO
  • modelling of overflow frequency/volume
  • alternatives to meet provincial policy
  • study area - 290 ha
  • simulation of 25 scenarios