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EFFECTS OF ‘LID’ ON
AN URBAN
STORMWATER
MANAGEMENT
SYSTEM
AAKASH BAGCHI (104296114)
87-590-06 : CLIMATE CHANGE ADAPTATION
FOR ENGINEERS
OF WINDSOR CITY,
USING EPA-SWMM 2005
INTRODUCTION
• IN ITS NATURAL STATE, STORMWATER INFILTRATES INTO
GROUND OR GOES BACK INTO ATMOSPHERE BY
EVAPORATION/TRANSPIRATION
• URBAN DEVELOPMENT CAUSES MORE AND MORE
IMPERVIOUS AREA
• RESULT IS ‘RUNOFF’
PRE AND POST DEVELOPMENT
HYDROGRAPH (PRE-
URBANIZATION)
HYDROGRAPH
(POST-
URBANIZATION)
Lag
time
CLIMATE CHANGE
• INTENSE PRECIPITATION
• FOLLOWED BY LONGER DRY
SPELLS
EFFECTS OF EXCESS RUNOFF
• SOIL EROSION
• CONSEQUENTLY, SILTING
OF STREAM BEDS
• FLOODS
• EXCESS POLLUTANTS IN
STREAMS, AS MICRO-
ORGANISMS RESIDING IN
THE SOIL ARE NOT ABLE TO
BREAK DOWN POLLUTANTS
INTO NUTRIENTS
Grand
River
dischargi
ng
sediment
s into
Lake
Michigan
Effects of
Soil
Erosion
AN EFFICIENT STORMWATER
MANAGEMENT SYSTEM
EFFICIENT STORMWATER MANAGEMENT SYSTEM =
LOT-LEVEL CONTROLS +
CONVEYANCE CONTROLS +
END-OF-PIPE CONTROLS
Maintain the Hydrologic Cycle
Flood and Erosion Control
SUSTAINABLE STORMWATER
MANAGEMENT PRACTICES
• USE OF PARTLY PERVIOUS
PAVING MATERIALS LIKE
GRASSCRETE OR PERVIOUS
PAVEMENT
• STORING OF THE
STORMWATER FROM THE
ROOF IN STORAGE TANKS
• ROOF GARDENS
• PERMEABLE WALKWAYS
LOW-IMPACT DEVELOPMENT
• LID IS A STORMWATER MANAGEMENT STRATEGY
THAT SEEKS TO MITIGATE THE IMPACTS OF
INCREASED RUNOFF AND STORMWATER
POLLUTION BY MANAGING RUNOFF AS CLOSE TO
ITS SOURCE AS POSSIBLE. (CREDIT VALLEY CA,
2010)
• LID CONTROLS IN SWMM:
• BIO-RETENTION
• INFILTRATION TRENCH
• POROUS PAVEMENT
• RAIN BARREL
• VEGETATIVE SWALE
METHOD OF ANALYSIS
SWMM
modelling of
existing
Stormwater
Sewer system
Calibration/
Validation of
model
Modelling for
scenario, after
applying LID
measures
Future
Weather data
sourced from
IDF curves
Historical
Weather Data
LID measures
applied to
model
Flow data
IDF CURVES FOR FUTURE DATA
Example of IDF curves for future scenarios downloaded from
http://www.idf-cc-uwo.ca/.
STUDY AREA
• ST1200
• LAST MANHOLE : 8R3577
ST1200
EXPECTED RESULTS
• LID IS EXPECTED TO REDUCE PEAK FLOW RATES IN
STORMWATER PIPES
• LID IS EXPECTED TO REDUCE TOTAL RUNOFF VOLUME
FROM THE SEWERSHED
THANK YOU

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Introduction: Effects of LID on an urban stormwater management system

  • 1. EFFECTS OF ‘LID’ ON AN URBAN STORMWATER MANAGEMENT SYSTEM AAKASH BAGCHI (104296114) 87-590-06 : CLIMATE CHANGE ADAPTATION FOR ENGINEERS OF WINDSOR CITY, USING EPA-SWMM 2005
  • 2. INTRODUCTION • IN ITS NATURAL STATE, STORMWATER INFILTRATES INTO GROUND OR GOES BACK INTO ATMOSPHERE BY EVAPORATION/TRANSPIRATION • URBAN DEVELOPMENT CAUSES MORE AND MORE IMPERVIOUS AREA • RESULT IS ‘RUNOFF’
  • 3. PRE AND POST DEVELOPMENT HYDROGRAPH (PRE- URBANIZATION) HYDROGRAPH (POST- URBANIZATION) Lag time
  • 4. CLIMATE CHANGE • INTENSE PRECIPITATION • FOLLOWED BY LONGER DRY SPELLS
  • 5. EFFECTS OF EXCESS RUNOFF • SOIL EROSION • CONSEQUENTLY, SILTING OF STREAM BEDS • FLOODS • EXCESS POLLUTANTS IN STREAMS, AS MICRO- ORGANISMS RESIDING IN THE SOIL ARE NOT ABLE TO BREAK DOWN POLLUTANTS INTO NUTRIENTS Grand River dischargi ng sediment s into Lake Michigan Effects of Soil Erosion
  • 6. AN EFFICIENT STORMWATER MANAGEMENT SYSTEM EFFICIENT STORMWATER MANAGEMENT SYSTEM = LOT-LEVEL CONTROLS + CONVEYANCE CONTROLS + END-OF-PIPE CONTROLS Maintain the Hydrologic Cycle Flood and Erosion Control
  • 7. SUSTAINABLE STORMWATER MANAGEMENT PRACTICES • USE OF PARTLY PERVIOUS PAVING MATERIALS LIKE GRASSCRETE OR PERVIOUS PAVEMENT • STORING OF THE STORMWATER FROM THE ROOF IN STORAGE TANKS • ROOF GARDENS • PERMEABLE WALKWAYS
  • 8. LOW-IMPACT DEVELOPMENT • LID IS A STORMWATER MANAGEMENT STRATEGY THAT SEEKS TO MITIGATE THE IMPACTS OF INCREASED RUNOFF AND STORMWATER POLLUTION BY MANAGING RUNOFF AS CLOSE TO ITS SOURCE AS POSSIBLE. (CREDIT VALLEY CA, 2010) • LID CONTROLS IN SWMM: • BIO-RETENTION • INFILTRATION TRENCH • POROUS PAVEMENT • RAIN BARREL • VEGETATIVE SWALE
  • 9. METHOD OF ANALYSIS SWMM modelling of existing Stormwater Sewer system Calibration/ Validation of model Modelling for scenario, after applying LID measures Future Weather data sourced from IDF curves Historical Weather Data LID measures applied to model Flow data
  • 10. IDF CURVES FOR FUTURE DATA Example of IDF curves for future scenarios downloaded from http://www.idf-cc-uwo.ca/.
  • 11. STUDY AREA • ST1200 • LAST MANHOLE : 8R3577 ST1200
  • 12. EXPECTED RESULTS • LID IS EXPECTED TO REDUCE PEAK FLOW RATES IN STORMWATER PIPES • LID IS EXPECTED TO REDUCE TOTAL RUNOFF VOLUME FROM THE SEWERSHED