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Ontario Urban Flooding Collaborative
Webinar / Urban Flood Risk Mapping
Reducing Flood Risk from
Flood Plain to Floor Drain:
Tiered Vulnerability Assessment for
Riverine, Wastewater and Storm Drainage
Systems to Guide Best Practices
For Flood Risk Reduction
Robert J. Muir, M.A.Sc., P.Eng.
Manager, Stormwater
City of Markham
September 13, 2018
1
OUTLINE
1) Developing a Standard for Design Standard
Adaptation in Existing Communities
2) Tiered Vulnerability Assessment (Risk Mapping)
to Guide Best Practices & Projects
3) Example Mapping
• Storm
• Sanitary (Wastewater) Sewer
• Riverine
4) Application of Tiered Risk Assessment (Relation
to Best Practices and Projects & Limitations)
5) Combining Risk Factors
2
Design Standard Adaptation in Existing Communities
3
• Markham has been a
leader in stormwater
management since the
1970’s and was a key
contributor to the Intact
Centre on Climate
Adaptation’s new
communities Best
Practices document.
• Rob wrote a standards
adaptation framework as
input to ICCA’s next
existing communities best
practices doc (see Rob’s
blog cityfloodmap.com)
Preventing Disaster
Before it Strikes
Reducing Flood Risk from
Flood Plain to Floor Drain
Developing Best Practices for
Residential Flood Risk Reduction:
Existing Communities, Canada
Design Standard Adaptation in Existing Communities
4
• Framework focuses on
old design standard
upgrades includes:
• History of:
– design std. evolution to
“characterize common risk
challenges” (ICCA)
– operation & maintenance
– benefit / cost analysis
• Best Practices for:
– Tiered Risk Assessment
– Planning Policies
– Risk Reduction Programs
– Capital Projects
– Operational practices
(maint. & inspections).
Blog: Reducing Flood Risk from Flood Plain to Floor Drain
Step 1
Study Area
Identifi-
cation
Step 2
Program
Implemen-
tation
Step 3
Class EA
Study or
Master Plan
Step 4
Long-term
Capital
Projects
Process for Defining Policies, Programs, and Projects
5
Tiered
Vulner-
ability
Mapping
No-
Regrets
Programs
Capital
Projects
Policy
Updates
• Downspout
disconnection
(combined)
• Infill by-laws
& SWM over-
controls U/S
• Plumbing
Protection (b-
water valves,
sump pumps)
SIMPLE
• Servicing Era
• Flood records
• Insur. rates
INTERMEDIATE
• Downsp. survey
• Flow mon.(san.)
& rain monitor’g
• DEM for sanitary
MH inflow risk
• ArcHydro or
DMTI overland
risk products
ADVANCED
• CCTV, fdn. drain,
sewer/inlet invert, &
basem’t elev. survey
• DEM for overland
• Resident flood
history survey (EA
consultation)
• Flow mon. (stm.)
• Hydrodynamic
modelling sewers
and/or riverine• Downspout
disconnection
(selective from
sanitary)
• Sanitary MH
sealing (low
lying areas)
• Minor & major capital works (little to no
generic “best practices”), deferred works
• May require funding prgm. / staffing, etc.
• Combine w/ CSO / PCP goals / projects
• Combine w/ water & road works (asset
mgmt.) & any growth-related upgradesAll projects require study
“Viable
Projects”
• High Cost
(ROI screening)
• Complex
• Trade-offs
(Regrets)
Step 1
Study Area
Identifi-
cation
Step 2
Program
Implemen-
tation
Step 3
Class EA
Study or
Master Plan
Step 4
Long-term
Capital
Projects
Process for Defining Policies, Programs (Best Practices), and Projects
6
Risk /
Vulner-
ability
Mapping
No-
Regrets
Programs
Capital
Projects
Policy
Updates
• Downspout
disconnection
(combined)
• Infill by-laws
& SWM over-
controls U/S
• Plumbing
Protection (b-
water valves,
sump pumps)
SIMPLE
• Servicing Era
• Flood records
• Insur. rates
INTERMEDIATE
• Downsp. survey
• Flow mon.(san.)
& rain monitor’g
• DEM for sanitary
MH inflow risk
• ArcHydro or
DMTI overland
risk products
ADVANCED
• CCTV, fdn. drain,
sewer/inlet invert, &
basem’t elev. survey
• DEM for overland
• Resident flood
history survey (EA
consultation)
• Flow mon. (stm.)
• Hydrodynamic
modelling sewers
and/or riverine• Downspout
disconnection
(selective from
sanitary)
• Sanitary MH
sealing (low
lying areas)
• Minor & major capital works (little to no
generic “best practices”), deferred works
• May require funding prgm. / staffing, etc.
• Combine w/ CSO / PCP goals / projects
• Combine w/ water & road works (asset
mgmt.) & any growth-related upgradesAll projects require study
“Best
Practices”
“Best
Practices”
• No Regrets
• Low Cost
• Practically
Deployed
• Not Projects
Tiered Vulnerability Assessment
7
Tiered
Vulner-
ability
Mapping
(Flood
Risk)
• Flood records
or claims
• Insurance
Rates / Rank
• Servicing Era
• In-field high
water level
observations
• ArcHydro or
DMTI overland
risk products
• Flow monitoring
• Hydrodynamic
modelling sewers
and overland
• 2D overland or
riverine
STORM
(VA3)
• Flood records
or claims
• Insurance
Rates / Rank
• Servicing Era
• In-field
surcharge level
observations
• Flow monitoring
• Hydrodynamic
modelling local
sewers and trunks
(PS’s, WTP, etc.)
SANITARY
(VA2)
• Map top of
bank
• Historical High
Water Level
• HEC-GeoRAS and
estimated design
flows (floodline
estimation)
• FDRP mapping
(regulatory
mapping)
• Add multiple return
periods, assess
individual building
inundation, consider
operational factors,
2D, add sewers, etc.
RIVERINE
(VA1)
SIMPLE INTERMEDIATE ADVANCED
Overland Flow Paths – INTERMEDIATE
Study Link
Class EA Dual-Drainage - ADVANCED
Study Link
*
*
*
Storm
Sanitary
N/A
Flooding Reports - SIMPLE
Aug. 19, 2005
Storm System Flood Tiered Risk Mapping
Surcharge Monitoring - INTERMEDIATE
8
City
LotStreet
Downspout Survey - INTERMEDIATE “ArcHydro” Inflow Risk – INTERMED.
*
*
*
Storm
Sanitary
N/A
Sanitary Sewer Tiered Risk Mapping
I&I Monitoring - INTERMEDIATE
9
Flooding Report - SIMPLE
Aug. 19, 2005
City
StreetLot
HEC-RAS Flood Response Plan - ADVANCED PCSWMM 2D & Sewer Model - ADVANCED
Study Link
Geo-RAS Overland - INTERMEDIATE
River System Tiered Risk Mapping
10
Dambreak Safety - ADVANCED
Catchment
River
Reach
Building
JBA Risk (DMTI Spatial)
• 2D ‘GRID/Raster’ identifies riverine & overland risks for
range of return periods (20-year to 1500-year)
• DEM not conditioned (can overestimate depths behind
embankments), good high level info.
11
12
City
Street
Lot
Steeles Ave. East
Overland Catchment
Building Risk Score
• Overland flow
model shows
buildings within
overland flow
path & sags.
• Building-scale
flood risks
aggregated to
rank overland
flow priority
catchments.
Storm System - Aggregating Flood Risks
Fraction Surcharged
In Sewershed
Steeles Ave. East
• Calibrated Hydraulic
Model (InfoWorks
all-pipe model
analyzes flows &
sanitary sewer
surcharge for 100
year storm (existing
and future).
• Pipe-by-pipe risk
aggregated to sewer
catchment.
Sanitary System – Aggregating Flood Risk
Thornhill
Unionville
Markham Village
2016 Insurance Business Magazine Master Class presentation
WastewaterSanitary Sewer Risk Characterization (Markham)
SIMPLE to ADVANCED
Old pre-1980 subdivisions
Surcharged Sewers Under
Today’s 100- Year Storm
More Surcharge With
Future Storm (+ 30%)
14
Study Link (2018 WEAO paper) Study Link (2018 WEAO presentation)
WastewaterStorm Sewer Risk Characterization (Stratford Master Plan)
SIMPLE to ADVANCED - COMBINED
15
GIS Applications in Urban Drainage Master Planning - R. Muir. AWRA GIS Specialty Conference, 2004 (xp software case study)
City of Stratford City-wide Storm System Master Plan. Dillon Consulting Limited, 2004.
Flooding Report & Density - SIMPLE
Service Era & Connection
Types - SIMPLE
ArcHydro - INTERMEDIATE
XPSWMM - ADVANCED
Combined Factor
Risk Screening
Policies, Programs,
Project Benefit/Cost
Prioritization
Application of Tiered Approach - SANITARY Policies, Programs, Projects
16
Tiered
Vulner-
ability
Mapping
SIMPLE
• Servicing Era
• Flood records
• Insurance rates
INTERMEDIATE
• Downsp. survey
• Flow mon.(san.) & rain
monitor’g
ADVANCED
• CCTV, fdn. drain, sewer/inlet
invert, & basem’t elev. survey
• Resident flood history survey
(EA consultation)
• Hydrodynamic modelling of
sewers (Pumping Stns, WTPs)
Policies
(Best
Practices)
Programs
(Best
Practices)
Projects
(Minor &
Major
Capital)
No
Yes
Partially
Separated
or
Combined
Monitor
Sanitary
Sewer Flow
and Rain
Flood
Density >
0.5
Reports/
hectare
Insurance
Back-up
Code Rank
> 65%
Yes
Yes
No
Yes
Base
Infilt. > 40%,
or Flood
Dens. > 1.5 Continue
to Monitor
Sanitary
Refine
Areas
Yes
25-
Year Q
> 0.56
L/s/ha
No
Initiate
Downspout
Connection
Survey
Enhanced
O&M
(CCTV etc.)
Initiate
Capacity
Study to
Identify
Projects
25-
Year Q
< 0.56
L/s/ha*
Enhanced
O&M
(CCTV etc.)
Yes100-Year
Freeboard
< 1.8 m
No
Enhanced O&M
(e.g., siphons,
critical infr. assets)
Assess
Project
Cost Per
Property
(B/C)
Un-
insurable
Zones
No
Yes
By-law To
Prevent
Gravity
Sewer
Connection
Analyze
WWF I&I
Statistics
(Peaks,
Volumes)
No
Benefit
/Cost
> 2 or
($32k /
Home)
Implement
Capital
Project
Yes
No
En-
hanced
O&M
*or Flood Density > 3
Application of Tiered Approach - STORM Policies, Programs, Projects
17
Tiered
Vulner-
ability
Mapping
SIMPLE
• Servicing Era
• Flood records
• Insurance rates
INTERMEDIATE
• In-field WL observations
• ArcHydro or DMTI overland
risk products
ADVANCED
• CCTV, fdn. drain, sewer/inlet
invert, & basem’t elev. survey
• Resident flood history survey
(EA consultation)
• Hydrodynamic modelling of
sewers, overland and riverine
Policies
(Best
Practices)
Programs
(Best
Practices)
Projects
(Minor &
Major
Capital)
High
Overland
Risk
No
Yes
No Major
Drainage
Design
Infill Dev’t
SWM Flow
Controls to
Minor
System
Capacity
Flood
Density >
0.5
Reports/
hectare
Insurance
Back-up
Code Rank
> 65%
Yes
Yes
No
Yes
Geo-RAS Overland
Screening or
Regulatory Floodplain
Extension (>125 ha)
Yes
Prioritized
System
(Sanitary I&I,
Culvert
Constraints,
etc.)
Enhanced O&M (Critical
Grates, Inlets, Structures, &
Channel Debris Removal)
Initiate
Capacity
Study to
Identify
Projects
Yes100-Year
Freeboard
< 1.8 m
No
Enhanced
O&M
Assess
Project
Cost Per
Property
(B/C)
By-law To
Prevent
Reverse
Slope
Driveways
Screen Infill Dev’t Sites
for Overland Risk
Mgmt. High Risk
Building Flood
Proofing (Non-Reg.’d)
No
Benefit
/Cost
> 2 or
($32k /
Home)
Implement
Capital
Project
Yes
No
En-
hanced
O&M
ArcHydro
Overland
Risk Map
Limit Dev’t
in New
Regulated
Zones
94% of Reported Flooding Beyond Regulated Riverine
Hazard Zones in Toronto During Past Events
(May 12, 2000, August 19, 2005, July 8, 2013)
Prioritizing Areas – Low Riverine vs. High Urban Risks
18
Toronto Overland Flow & Basement Flooding – ArcScene 3D Visualization of Fluvial, Pluvial and Sewer Flood Risk
Regulated
Area
Overland
Area
Urban Flood Risk from Flood Plains to Floor Drains Correlation of basement flooding with overland drainage & topographic risk
Connected Factors – Overland Risk Raises Sanitary Risk
19
• …”
Toronto Overland Flow & Basement Flooding – Correlating Reported Basement Flooding During 2000, 2005 and 2013
Up to 3x More Basement Flood Claims in Overland Zone
(insurance company analysis for July 8, 2013 storm)
Properties In
Overland Zones
Claim More
• Sewer back-up risk codes consider past flooding risks and
correlate to reported flooding records.
• Regression to predict risk has been explored in the past
(e.g., MRAT ‘heat maps’ using regression on a multitude of
municipal system parameters).
• Focusing on key risk drivers like peak sanitary wet weather
flow and aggregated sewer catchment surcharge shows
strong correlation to insurance company sewer back-up
risk code rankings in the City of Markham.
Explaining Insurance Risk with Municipal Sewer
Risk Factors on Flow Stress and System Capacity
20
Multiple Linear Regression Shows
Risk = f(inflow stresses + capacity constraints)
> 60% of Risk Explained by 2 Variables
3 2 1
3
2
1
• “Local-level detailed
hazard mapping” is
required for uses of:
– Local government
planning
– Risk mitigation decision
making and design
• “High-level hazard
mapping” supports:
– Regional planning and
prioritization
• High-level trends have
‘scatter’ at the local level.
– See R. Muir Review of
Toronto Risk Factors
Scale of Mapping for Planning, Decision Making & Design
21
Way Forward for Risk Assessment Tools in Canada - Final Report 2017
Conclusions
22
• Risk Mapping Guides Risk Reduction Activities:
– Simple methods identify no-regrets best practice Policies
– Intermediate methods guide best practice Programs &
identify areas (catchments, reaches, sewersheds) for
advanced tier vulnerability assessment & study
commensurate with risk (prioritization)
– Advanced methods are used in studies to identify minor
and major capital Projects subject to financial viability
• Risk factors may be related from “Flood Plain to Floor Drain”
with interaction of river, storm, and sanitary systems.
• Multiple factors can quantitatively explain insurance risks
(peak sanitary I&I flow and percentage of surcharged pipes
explain > 60% of sewer back-up risk codes) and guide
priorities for advanced risk mapping and further studies.
Thank You
Questions ?
More Rob :
Blog: www.CityFloodMap.com
Podcast: Open During Construction on iTunes
Twitter: @RobertMuir_PEng
More City of Markham :
Web: www.markham.ca
Twitter: @CityofMarkham
23

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Urban Flood Risk Mapping - Tiered Vulnerability Assessment in Risk Mitigation Frameworks for Existing Communities

  • 1. Ontario Urban Flooding Collaborative Webinar / Urban Flood Risk Mapping Reducing Flood Risk from Flood Plain to Floor Drain: Tiered Vulnerability Assessment for Riverine, Wastewater and Storm Drainage Systems to Guide Best Practices For Flood Risk Reduction Robert J. Muir, M.A.Sc., P.Eng. Manager, Stormwater City of Markham September 13, 2018 1
  • 2. OUTLINE 1) Developing a Standard for Design Standard Adaptation in Existing Communities 2) Tiered Vulnerability Assessment (Risk Mapping) to Guide Best Practices & Projects 3) Example Mapping • Storm • Sanitary (Wastewater) Sewer • Riverine 4) Application of Tiered Risk Assessment (Relation to Best Practices and Projects & Limitations) 5) Combining Risk Factors 2
  • 3. Design Standard Adaptation in Existing Communities 3 • Markham has been a leader in stormwater management since the 1970’s and was a key contributor to the Intact Centre on Climate Adaptation’s new communities Best Practices document. • Rob wrote a standards adaptation framework as input to ICCA’s next existing communities best practices doc (see Rob’s blog cityfloodmap.com) Preventing Disaster Before it Strikes Reducing Flood Risk from Flood Plain to Floor Drain Developing Best Practices for Residential Flood Risk Reduction: Existing Communities, Canada
  • 4. Design Standard Adaptation in Existing Communities 4 • Framework focuses on old design standard upgrades includes: • History of: – design std. evolution to “characterize common risk challenges” (ICCA) – operation & maintenance – benefit / cost analysis • Best Practices for: – Tiered Risk Assessment – Planning Policies – Risk Reduction Programs – Capital Projects – Operational practices (maint. & inspections). Blog: Reducing Flood Risk from Flood Plain to Floor Drain
  • 5. Step 1 Study Area Identifi- cation Step 2 Program Implemen- tation Step 3 Class EA Study or Master Plan Step 4 Long-term Capital Projects Process for Defining Policies, Programs, and Projects 5 Tiered Vulner- ability Mapping No- Regrets Programs Capital Projects Policy Updates • Downspout disconnection (combined) • Infill by-laws & SWM over- controls U/S • Plumbing Protection (b- water valves, sump pumps) SIMPLE • Servicing Era • Flood records • Insur. rates INTERMEDIATE • Downsp. survey • Flow mon.(san.) & rain monitor’g • DEM for sanitary MH inflow risk • ArcHydro or DMTI overland risk products ADVANCED • CCTV, fdn. drain, sewer/inlet invert, & basem’t elev. survey • DEM for overland • Resident flood history survey (EA consultation) • Flow mon. (stm.) • Hydrodynamic modelling sewers and/or riverine• Downspout disconnection (selective from sanitary) • Sanitary MH sealing (low lying areas) • Minor & major capital works (little to no generic “best practices”), deferred works • May require funding prgm. / staffing, etc. • Combine w/ CSO / PCP goals / projects • Combine w/ water & road works (asset mgmt.) & any growth-related upgradesAll projects require study “Viable Projects” • High Cost (ROI screening) • Complex • Trade-offs (Regrets)
  • 6. Step 1 Study Area Identifi- cation Step 2 Program Implemen- tation Step 3 Class EA Study or Master Plan Step 4 Long-term Capital Projects Process for Defining Policies, Programs (Best Practices), and Projects 6 Risk / Vulner- ability Mapping No- Regrets Programs Capital Projects Policy Updates • Downspout disconnection (combined) • Infill by-laws & SWM over- controls U/S • Plumbing Protection (b- water valves, sump pumps) SIMPLE • Servicing Era • Flood records • Insur. rates INTERMEDIATE • Downsp. survey • Flow mon.(san.) & rain monitor’g • DEM for sanitary MH inflow risk • ArcHydro or DMTI overland risk products ADVANCED • CCTV, fdn. drain, sewer/inlet invert, & basem’t elev. survey • DEM for overland • Resident flood history survey (EA consultation) • Flow mon. (stm.) • Hydrodynamic modelling sewers and/or riverine• Downspout disconnection (selective from sanitary) • Sanitary MH sealing (low lying areas) • Minor & major capital works (little to no generic “best practices”), deferred works • May require funding prgm. / staffing, etc. • Combine w/ CSO / PCP goals / projects • Combine w/ water & road works (asset mgmt.) & any growth-related upgradesAll projects require study “Best Practices” “Best Practices” • No Regrets • Low Cost • Practically Deployed • Not Projects
  • 7. Tiered Vulnerability Assessment 7 Tiered Vulner- ability Mapping (Flood Risk) • Flood records or claims • Insurance Rates / Rank • Servicing Era • In-field high water level observations • ArcHydro or DMTI overland risk products • Flow monitoring • Hydrodynamic modelling sewers and overland • 2D overland or riverine STORM (VA3) • Flood records or claims • Insurance Rates / Rank • Servicing Era • In-field surcharge level observations • Flow monitoring • Hydrodynamic modelling local sewers and trunks (PS’s, WTP, etc.) SANITARY (VA2) • Map top of bank • Historical High Water Level • HEC-GeoRAS and estimated design flows (floodline estimation) • FDRP mapping (regulatory mapping) • Add multiple return periods, assess individual building inundation, consider operational factors, 2D, add sewers, etc. RIVERINE (VA1) SIMPLE INTERMEDIATE ADVANCED
  • 8. Overland Flow Paths – INTERMEDIATE Study Link Class EA Dual-Drainage - ADVANCED Study Link * * * Storm Sanitary N/A Flooding Reports - SIMPLE Aug. 19, 2005 Storm System Flood Tiered Risk Mapping Surcharge Monitoring - INTERMEDIATE 8 City LotStreet
  • 9. Downspout Survey - INTERMEDIATE “ArcHydro” Inflow Risk – INTERMED. * * * Storm Sanitary N/A Sanitary Sewer Tiered Risk Mapping I&I Monitoring - INTERMEDIATE 9 Flooding Report - SIMPLE Aug. 19, 2005 City StreetLot
  • 10. HEC-RAS Flood Response Plan - ADVANCED PCSWMM 2D & Sewer Model - ADVANCED Study Link Geo-RAS Overland - INTERMEDIATE River System Tiered Risk Mapping 10 Dambreak Safety - ADVANCED Catchment River Reach Building
  • 11. JBA Risk (DMTI Spatial) • 2D ‘GRID/Raster’ identifies riverine & overland risks for range of return periods (20-year to 1500-year) • DEM not conditioned (can overestimate depths behind embankments), good high level info. 11
  • 12. 12 City Street Lot Steeles Ave. East Overland Catchment Building Risk Score • Overland flow model shows buildings within overland flow path & sags. • Building-scale flood risks aggregated to rank overland flow priority catchments. Storm System - Aggregating Flood Risks
  • 13. Fraction Surcharged In Sewershed Steeles Ave. East • Calibrated Hydraulic Model (InfoWorks all-pipe model analyzes flows & sanitary sewer surcharge for 100 year storm (existing and future). • Pipe-by-pipe risk aggregated to sewer catchment. Sanitary System – Aggregating Flood Risk Thornhill Unionville Markham Village 2016 Insurance Business Magazine Master Class presentation
  • 14. WastewaterSanitary Sewer Risk Characterization (Markham) SIMPLE to ADVANCED Old pre-1980 subdivisions Surcharged Sewers Under Today’s 100- Year Storm More Surcharge With Future Storm (+ 30%) 14 Study Link (2018 WEAO paper) Study Link (2018 WEAO presentation)
  • 15. WastewaterStorm Sewer Risk Characterization (Stratford Master Plan) SIMPLE to ADVANCED - COMBINED 15 GIS Applications in Urban Drainage Master Planning - R. Muir. AWRA GIS Specialty Conference, 2004 (xp software case study) City of Stratford City-wide Storm System Master Plan. Dillon Consulting Limited, 2004. Flooding Report & Density - SIMPLE Service Era & Connection Types - SIMPLE ArcHydro - INTERMEDIATE XPSWMM - ADVANCED Combined Factor Risk Screening Policies, Programs, Project Benefit/Cost Prioritization
  • 16. Application of Tiered Approach - SANITARY Policies, Programs, Projects 16 Tiered Vulner- ability Mapping SIMPLE • Servicing Era • Flood records • Insurance rates INTERMEDIATE • Downsp. survey • Flow mon.(san.) & rain monitor’g ADVANCED • CCTV, fdn. drain, sewer/inlet invert, & basem’t elev. survey • Resident flood history survey (EA consultation) • Hydrodynamic modelling of sewers (Pumping Stns, WTPs) Policies (Best Practices) Programs (Best Practices) Projects (Minor & Major Capital) No Yes Partially Separated or Combined Monitor Sanitary Sewer Flow and Rain Flood Density > 0.5 Reports/ hectare Insurance Back-up Code Rank > 65% Yes Yes No Yes Base Infilt. > 40%, or Flood Dens. > 1.5 Continue to Monitor Sanitary Refine Areas Yes 25- Year Q > 0.56 L/s/ha No Initiate Downspout Connection Survey Enhanced O&M (CCTV etc.) Initiate Capacity Study to Identify Projects 25- Year Q < 0.56 L/s/ha* Enhanced O&M (CCTV etc.) Yes100-Year Freeboard < 1.8 m No Enhanced O&M (e.g., siphons, critical infr. assets) Assess Project Cost Per Property (B/C) Un- insurable Zones No Yes By-law To Prevent Gravity Sewer Connection Analyze WWF I&I Statistics (Peaks, Volumes) No Benefit /Cost > 2 or ($32k / Home) Implement Capital Project Yes No En- hanced O&M *or Flood Density > 3
  • 17. Application of Tiered Approach - STORM Policies, Programs, Projects 17 Tiered Vulner- ability Mapping SIMPLE • Servicing Era • Flood records • Insurance rates INTERMEDIATE • In-field WL observations • ArcHydro or DMTI overland risk products ADVANCED • CCTV, fdn. drain, sewer/inlet invert, & basem’t elev. survey • Resident flood history survey (EA consultation) • Hydrodynamic modelling of sewers, overland and riverine Policies (Best Practices) Programs (Best Practices) Projects (Minor & Major Capital) High Overland Risk No Yes No Major Drainage Design Infill Dev’t SWM Flow Controls to Minor System Capacity Flood Density > 0.5 Reports/ hectare Insurance Back-up Code Rank > 65% Yes Yes No Yes Geo-RAS Overland Screening or Regulatory Floodplain Extension (>125 ha) Yes Prioritized System (Sanitary I&I, Culvert Constraints, etc.) Enhanced O&M (Critical Grates, Inlets, Structures, & Channel Debris Removal) Initiate Capacity Study to Identify Projects Yes100-Year Freeboard < 1.8 m No Enhanced O&M Assess Project Cost Per Property (B/C) By-law To Prevent Reverse Slope Driveways Screen Infill Dev’t Sites for Overland Risk Mgmt. High Risk Building Flood Proofing (Non-Reg.’d) No Benefit /Cost > 2 or ($32k / Home) Implement Capital Project Yes No En- hanced O&M ArcHydro Overland Risk Map Limit Dev’t in New Regulated Zones
  • 18. 94% of Reported Flooding Beyond Regulated Riverine Hazard Zones in Toronto During Past Events (May 12, 2000, August 19, 2005, July 8, 2013) Prioritizing Areas – Low Riverine vs. High Urban Risks 18 Toronto Overland Flow & Basement Flooding – ArcScene 3D Visualization of Fluvial, Pluvial and Sewer Flood Risk Regulated Area Overland Area Urban Flood Risk from Flood Plains to Floor Drains Correlation of basement flooding with overland drainage & topographic risk
  • 19. Connected Factors – Overland Risk Raises Sanitary Risk 19 • …” Toronto Overland Flow & Basement Flooding – Correlating Reported Basement Flooding During 2000, 2005 and 2013 Up to 3x More Basement Flood Claims in Overland Zone (insurance company analysis for July 8, 2013 storm) Properties In Overland Zones Claim More
  • 20. • Sewer back-up risk codes consider past flooding risks and correlate to reported flooding records. • Regression to predict risk has been explored in the past (e.g., MRAT ‘heat maps’ using regression on a multitude of municipal system parameters). • Focusing on key risk drivers like peak sanitary wet weather flow and aggregated sewer catchment surcharge shows strong correlation to insurance company sewer back-up risk code rankings in the City of Markham. Explaining Insurance Risk with Municipal Sewer Risk Factors on Flow Stress and System Capacity 20 Multiple Linear Regression Shows Risk = f(inflow stresses + capacity constraints) > 60% of Risk Explained by 2 Variables 3 2 1 3 2 1
  • 21. • “Local-level detailed hazard mapping” is required for uses of: – Local government planning – Risk mitigation decision making and design • “High-level hazard mapping” supports: – Regional planning and prioritization • High-level trends have ‘scatter’ at the local level. – See R. Muir Review of Toronto Risk Factors Scale of Mapping for Planning, Decision Making & Design 21 Way Forward for Risk Assessment Tools in Canada - Final Report 2017
  • 22. Conclusions 22 • Risk Mapping Guides Risk Reduction Activities: – Simple methods identify no-regrets best practice Policies – Intermediate methods guide best practice Programs & identify areas (catchments, reaches, sewersheds) for advanced tier vulnerability assessment & study commensurate with risk (prioritization) – Advanced methods are used in studies to identify minor and major capital Projects subject to financial viability • Risk factors may be related from “Flood Plain to Floor Drain” with interaction of river, storm, and sanitary systems. • Multiple factors can quantitatively explain insurance risks (peak sanitary I&I flow and percentage of surcharged pipes explain > 60% of sewer back-up risk codes) and guide priorities for advanced risk mapping and further studies.
  • 23. Thank You Questions ? More Rob : Blog: www.CityFloodMap.com Podcast: Open During Construction on iTunes Twitter: @RobertMuir_PEng More City of Markham : Web: www.markham.ca Twitter: @CityofMarkham 23