Showing posts with label storm frequency. Show all posts
Showing posts with label storm frequency. Show all posts

Canada's Minister of Environment and Climate Change comments on lack of evidence of changes in precipitation extremes

Last week the Minister of Environment and Climate Change confirmed that "the observational record has not yet shown evidence of consistent changes in short-duration precipitation extremes across the country" - see June 13, 2019 letter excerpt at right. The full letter is appended to the bottom of this post.

In plain language, there is no general 'new normal' of bigger or more intense storms that cause flooding in urban areas across the country.

This is in contrast to most of the media reports that have claimed a 'new normal' of torrential storms, even dubbed 'ghost storms' or 'ninja storms'. For example, in Mark Mann's recent story "HELL AND HIGH WATER" in Toronto Life the byline was "Torrential storms have become the new normal. They’re turning our basements into lakes and our streets into rivers. Is Toronto ready for the age of the flood?" (see image below).



Readers of this blog will appreciate that what causes Toronto streets to become rivers during extreme rainfall is old, pre-1980 drainage design standards that did not account for extreme weather in road and lot grading or sizing of sewer infrastructure. Municipal flood reports indicate a high risk of basement flooding in proximity to these under-designed 'lost rivers', as shown in a review of May 2000, August 2005 and July 2013 extreme rain event flood reports (see presentation "Urban Flood Risks from Flood Plain to Floor Drain, Correlation of Basement Flooding With Overland Drainage & Topographic Risk Factors During Severe Storm"). Insurance claim data shows more reported claims in the lost river zones through old communities built with limited extreme weather capacity. Flooding in concentrated in these old communities, with the highest density of flooding in "partially-separated" sewersheds where between 1950 and 1980 many foundation drains and rooftops were conveyed into sanitary sewers that were never designed to handle extreme wet weather inflow and infiltration stresses. This can be shown with data on flooding and monitored extraneous wet-weather flow stresses:

1) In Toronto, dwellings built between 1961 and 1980, largely with partially-separated sewers, have 10 times higher flood risk than those built after 2001. The chart at the right was presented at the National Research Council's "Workshop on adaptation to climate change impact on Urban / rural storm flooding February 27, 2018" in Ottawa - click here for a link to the full presentation: "Changes in catchment characteristics and remediation priorities due to CC and level of service upgrades".

2) At the NRC workshop a comparison of the resiliency of new vs old construction was illustrated for an extreme 2017 storm in the City of Markham. Dwellings built after 1990, with the benefit of i) fully-separated sanitary sewers (foundation drains connected to the storm sewer), ii) robust overland flow design for extreme storms, iii) inlet controls to throttle sewer inflows where necessary and prevent sewer surcharge, and iv) proactive land use planning to prevent encroachment onto floodplains, experienced only 1/60th of the flood reports of those built before 1980 and that do not always have those modern design considerations for extreme weather resiliency.

3) At the NRC workshop, the high extraneous wet-weather high flow risks in old, partially separated sewer service areas, are shown in the 100-year peak flow rates - for partially-separated sewersheds in Ottawa the rate is 4.87 L/s, which is 850% above the rate for modern, fully-separated sewersheds. Since hydraulics of sewer flow are non-linear, doubling extraneous flow increases friction losses by 4 times. So older sewers can have 8.5-squared or over 70 times the friction losses of newer sewers during a 100 year storm - that helps explain why dwellings serviced by old sewers are more flood-prone.

The Toronto Life article also refers to a recent Toronto flood event saying "The August 2018 squall belonged to a class of storms that are occurring more frequently in Toronto as the climate changes. Sometimes called “ghost storms” or “ninja storms” for their sudden appearances, these extreme downpours possess two qualities that allow them to strike violently and without notice: they’re super-compact and super-localized."

This type of media statement is not supported by any data. In fact, observed maximum rainfall volumes in and around Toronto have been decreasing according to Environment and Climate Change Canada's Engineering Climate Datasets.  The most recent Version 3.0 datasets show decreasing observed annual maximum rainfall in Toronto over storm durations of 5 minutes to 24 hours (i.e., "short-duration precipitation" noted in the Minister's letter), as shown below:



For durations of 12 hours, the decreasing trend is statistically significant at Toronto's longest-running climate station with records going back to the 1940's.

Looking at charts across the GTA (see Pearson Airport and Buttonville Airport climate stations in a previous post) we see many similar decreasing trends, and no "new normal" of torrential rain - in fact, the new normal is often less extreme rainfall intensities. Numerous engineering studies (summarized here) have shown no "new normal" either in the region.

Ontario extreme rainfall annual maximum design intensity IDF trends climate changeThe same decreasing trend in the GTA holds true across southern Ontario, where in a previous post the observed annual maximum rainfall trends at 21 long-term climate stations showed 42% more decreasing trends than increasing ones (see summary chart at right). So the Minister's statement on extreme precipitation evidence is certainly a good reflection of data in this region.

In the previous Version 2.3 datasets, a review of annual maximum trends across Canada showed other regions with decreasing overall trends too. This table below counts trends in the short 5-minute duration observed rain intensities in different provinces and territories:

5 Minute Extreme Rainfall Trend
Province Station Count

Trend / Significance
AB  
BC  
MB  
NB  
NL  
NS  
NT  
NU  
ON  
PE  
QC  
SK  
YT  
Canada
Decrease/ Significant

2

1
1
1


2
1
7

1
16
Decrease/ Not Significant
17
20
8
3
6
2
2
1
51
1
61
15
2
189
No Data
1
56
2
1
1
2
1
5
15

8
1
1
94
Increase/ Not Significant
12
50
15
8
10
10
4
3
60
1
55
19
4
251
Increase/ Significant

1
2
1
1



5

4

1
15
Canada
30
129
27
14
19
15
7
9
133
3
135
35
9
565
Most trends are not significant, with predominantly 'random' ups and downs. The table shows more statistically significant and non-significant decreases in Quebec (QC), meaning less severe rainfall intensities over time. The overall Ontario trends have more increases than decreases, which upon closer examination are related to increases up north as shown in a previous post - trends in the south are more likely to be downward, including more statistically significant decreasing rain intensity trends.

Some entire regions have decreasing short-duration trends, as Environment Canada noted in Atmosphere-Ocean in 2014 (Trends in Canadian Short-Duration Extreme Rainfall: Including an Intensity-Duration-Frequency Perspective), "The decreasing regional trends for the 5- to 15-minute duration amounts tend to be located in the St. Lawrence region of southern Quebec and in the Atlantic provinces". Consistent with the Minister's statement on observational evidence, the Atmosphere-Ocean paper stated "single station analysis shows a general lack of a detectable trend signal, at the 5% significance level". There are no "consistent changes" as the Minister notes.

My outreach to the Prime Minister on this topic was following the 2017 Gatineau flooding as described in a previous post. Specifically, given my earlier review of Engineering Climate Datasets' trends and Environment Canada's Atmosphere-Ocean statements, I had asked the PM for any information to support his 2017 statements:

1) "The frequency of extreme weather events is increasing, and that's related to climate change"

and

2) "We're going to have to understand that bracing for a 100-year storm is maybe going to happen every 10 years. Or every few years."

The PMO did not provide any supporting information on event frequency statements though. It is understandable that some politicians may not be aware of the actual data trends, especially given that the insurance industry has been promoting a "Weather Story" since 2012 whereby extreme weather events were said to have increased in frequency (i.e., 40-year events becoming more frequent 6-year events) - this frequency shift had been widely reported in the media and was even repeated by TD Bank's chief economist - unfortunately, this "Insurance Fact" on event frequency has been shown to be only a theoretical shift, and not based on Environment Canada data as was originally cited. A full review of this substitution of theory for actual observational data is in this presentation Review of Weather Event Statement in Insurance Bureau of Canada’s Telling the Weather Story prepared by Institute for Catastrophic Loss Reduction.

The PMO forwarded my original question to the Minister over a year ago. The response received this week would appear to not support the PM's 2017 statement "The frequency of extreme weather events is increasing".

The Minister's response relies largely on the recent Canada's Changing Climate Report, Chapter 4, pages 117 and 119 (see excerpts at right).

The Minister wrote that there is "not yet" evidence of "consistent changes", perhaps implying that some changes are apparent but not consistent or widespread for extreme precipitation. The cited report implies even less is happening to these extremes, stating "evidence of changes" "is lacking" (no mention of 'consistent' changes).
Despite the lack of evidence, the Minister has been quoted as saying 100 year floods are increasing in frequency. See Global News report related to 2019 spring flooding:

"Environment Minister Catherine McKenna said Thursday that the “one in 100-year flood” is happening much more frequently."

and

"This flooding is happening here in Quebec, it’s happening in Ontario, it’s happening in New Brunswick. And really sadly, what we thought was one-in-100-year floods are now happening every five years, in this case, every two years,” she said."

There is a potential disconnect between the Minister's statement on lack of evidence of extreme precipitation changes and an increased frequency in 100 year floods. It must be noted that flooding on the Ottawa River, and other large watersheds, is driven by seasonal climate factors like the amount of snowpack accumulated and its melt rate during the spring freshet. Large river flooding is not governed by the short-duration precipitation that affects small, 'flashy', urban watersheds.
Changes in temperature affect snowpack accumulation and winter hydrology. Canada's Changing Climate Report suggests lower snowpack amount along with warming temperatures (see page 118 "As temperatures increase, there will continue to be a shift from snow to rain in the spring
and fall seasons"). Researches at the University of Guelph School of Engineering have suggested that spring peaks have decreased in rural watersheds as a result of warmer temperatures.(see May 2019 report Historical Floods of Ontario: A Reported Flood Event Database and Preliminary Analyses of Variability)  The chart below shows decreasing spring peak flows as a result of higher winter runoff and lower spring snowpack in the Moira River watershed:



The Prime Minister's recent statements in 2019 appear to be better aligned with the data than his 2017 statements, suggesting now that changes in extreme weather and flooding are only predicted, but have not yet occurred. For example the PM recently stated "we're going to see more and more of these extreme weather events more regularly. It means we have to think about adaptation, mitigation and how we are going to move forward together." (see HuffPost report). No claim that we are already seeing these extreme weather events is made. That is consistent with the Minister's letter that there are predicted changes.

Recognizing that there is no evidence of changes to date is important. This should in fact influence our mitigation and adaptation priorities, especially given the potentially high cost of mitigation or adaptation measures. The American Society of Civil Engineers (ASCE) has published a manual of practice (Climate-Resilient Infrastructure: Adaptive Design and Risk Management) for adapting infrastructure to account for future risks, as noted in a previous post.

The ASCE guide proposes to classify infrastructure by it's criticality, based on potential loss of life and economic impact as well as the service life of the asset to determine an approach for addressing potential future climate change effects. One of the principles is that given uncertainty with future climate, one may design infrastructure considering today's climate if the risk class is low, or if future adaptation is feasible.

The Minister has recently tweeted that "It is therefore no longer sufficient to rely on historical statistics and past experience to quantify future risks" (see right). The ASCE manual of practice would suggest otherwise for some classes of infrastructure.

The ASCE guide also promotes an approach called the Observational Method (OM), defined as follows:

"The Observational Method [in ground engineering] is a continuous, managed, integrated, process of design, construction control, monitoring and review that enables previously defined modifications to be incorporated during or after construction as appropriate.All these aspects have to be demonstrably robust. The objective is to achieve greater overall economy without compromising safety."

The OM approach has been adapted by ASCE to designing climate resilient infrastructure and has the following steps:

1. Design is based on the most-probable weather or climate condition(s), not the most unfavorable and the most-credible unfavorable deviations from the most-probable conditions are identified.

2. Actions or design modifications are determined in advance for every foreseeable unfavorable weather or climate deviation from the most-probable ones.

3. The project performance is observed over time using preselected variables and the project response to observed changes is assessed.

4. Design and construction modifications (previously identified) can be implemented in response to observed changes to account for changes in risk.

The OM approach is a largely a 'wait and see' approach whereby performance can be monitored over time to determine what modifications have to be made in response to changing risks. Obviously today's known risks, including those related to old infrastructure design standards causing most urban flooding, and high-risk land uses causing most river and shoreline flooding, can be actively addressed today. There is no need to wait there.

There is not, however, any overwhelming need to embank on expensive adaptation strategies, e.g., implementing widespread green infrastructure measures that come at a known high cost, or doubling the size of all infrastructure as if 100-year storms are now already 10-year storms and the runoff stresses on our systems are already drastically bigger. Quite the opposite - the Ontario Ministry of Transportation (MTO) has determined that even with future predicted rainfall intensity increases most sewers, culverts and bridges can handle that runoff. As noted in a previous post, MTO's 2015 report The Resilience of Ontario Highway Drainage Infrastructure to Climate Change stated:

"Based on the analysis of samples of highway infrastructure components there is demonstrated resilience of MTO drainage infrastructure to rainfall increases as a result of predicted climate change scenarios. An overwhelming percentage of the storms sewer networks tested appeared to have sufficient excess capacity to hand the increases in design flow rates up to 30%. Similarly, the sample of highway culverts analysed showed adequate capacities, for a large percentage of the culvert, to handle the rage of low rate increases investigated without the need to be replaced. The bridges tested also appeared to suffer no risk to structures as a result of the flow increases."

This is in direct contrast to media reports that claim in the future all sewers and culverts will be too small. In the TVO article There will be floods — and Ontario’s not ready for them the former Environmental Commissioner Gord Miller states “We have no predictability any more. One has to look from the perspective that all culverts are undersized. All sewers are undersized.” The fact is that we have more long-term records than we ever did showing no change in extremes, and carefully analyzed system hydraulics show no universal undersizing of infrastructure - it is in fact the opposite. The majority of systems are resilient in the future when designed to today's standards. We do still have to upgrade the old systems that were never designed to handle yesterday's, today's or tomorrow's extremes.

The media is unfortunately mischaracterizing many of today's known flood risks and extreme weather damages as being caused by climate change effects. The insurance industry has also claimed that increasing damages are caused by these effects. Clearly if there is no evidence of changes in extreme precipitation, no evidence of 'ghost storms' or 'ninja storms', and so damages cannot be attributed to such effects and must be explained by other factors (see previous post on quantifiable causes related to urban hydrology and infrastructure hydraulics).

Unfortunately we live in an age where infographics rule. It is easy to make statements in the media that go unchecked. Infographics like those on the right and unsupported "Weather Story" claims are easy to find. A careful look at data is rare to find.

Unchecked facts were part of a recent case where the CBC Ombudsman had to admit that the CBC 'failed to comply with journalistic standards' in assessing and reporting on the insurance industry and other researcher claims that extreme rainfall has increased. The story was covered in the Financial Post by Terence Corcoran. The original story that was corrected to reflect journalistic standards is here: How to mitigate the effects of flood damage from climate change by Marc Montgomery.

As the CBC notes in the correction "Both this article and the subsequent “Counterpoint” have been modified as a result of complaints by Robert Muir (P Eng) to the Radio-Canada Ombudsman regarding inaccuracies in the stories . The ombudsman has ruled in favour of the complainant. Certain statements relating to rainfall amounts and the so-called 100 year events deemed by the complainant to be inaccurate or irrelevant to the story have been removed and/or replaced.  Information from Environment Canada has been added to indicate their statistics show no increase in rainfall or extreme rain events beyond “normal” variations."

The Minister's letter would appear to support the fact that statistics show no increase in extreme rainfall events beyond normal variations. This is a good sign, and should help guide us toward effective, evidence based policies on managing floods
and flow. As I noted in the abstract of my paper Evidence Based Policy Gaps in Water Resources: Thinking Fast and Slow on Floods and Flow the fundamentals of rainfall extremes have often been overlooked and heuristic biases have skewed how we define risks:

"Water resources management and municipal engineering practices have matured in Canada over recent decades. Each year, more refined analytical tools are developed and used in urban flood management. We are now at a state where practitioners must use these tools within broad decision making frameworks to address system risks and the life cycle economics of prescribed solutions. Otherwise, evidence based policy gaps in the prioritization of risk factors and damages will widen and lead to misdirected mitigation efforts. For example, despite statistically significant decreases in regional short duration rainfall intensities in Southern Ontario, extensive resources are devoted to projecting IDF curves under climate change. Thinking fast, as defined by Daniel Kahneman, through listing recent extreme events to declare new weather reality risks based on heuristic availability biases, has replaced data driven policy and the statistical rigour of thinking slow problem solving. Under this skewed risk perspective, a high profile Ontario commuter train flood was mischaracterized as an unprecedented event despite a <5 y return period and a greater flood weeks before. Recent Ontario urban flood incidents have been attributed to unprecedented weather despite GIS analysis showing more critical hydrologic drivers. Constraints on effective water management are now less likely to be technical but rather scientific (inadequate representation of urban groundwater systems), institutional (arbitrary boundaries between city and watershed agency jurisdictions), economic (unaffordable green infrastructure solutions based on cost–benefit analysis and flat normalized loss trends), or operational. Evidence based policies and water management solutions are needed from a broad risk and economic framework that recognizes these barriers and uncertainties in the application of analytic tools.

***
Minister McKenna letter on observed extreme rainfall:




Extreme Rainfall and Climate Change in Canada and Ontario - Compiled Engineering Reports, Research Papers and Presentations by Esteemed Hydrologists Indicate No Change

We have sent a request to the Globe and Mail regarding a recent article on climate change and extreme rainfall and flooding. Specifically we have requested that a correction be made to this statement:

"Moreover, extreme weather related to climate change appears to be increasing the frequency and severity of flooding events."

The article was entitled "How we can better mitigate flood risk in Canada", January 15, 2018, by Glen Hodgson, a senior fellow at the Conference Board of Canada. This is a link to the article .. or should we say the "Opinion Piece":


Certainly everyone is entitled to their own 'opinion', but not their own 'data'. With that in mind we have asked the Globe for a correction based on the following data and analysis (we have added to the original list of reports since making the request):

***

The following engineering reports, thesis documents, peer-reviewed papers, presentations by Canada's most esteemed hydrologists and comments by Environment and Climate Change Canada staff clearly refute the Globe article statement that the frequency and severity of extreme weather is increasing and that "extreme weather related to climate change appears to be increasing":

i. City of Guelph – Ward 1, Frequency Analysis of Maximum Rainfall and IDF Design Curve Update, Earthtech, 2007. Concludes that city would “prefer to retain the existing curves and higher values” as updated rainfall intensities were lower.


ii. Updates of Intensity-Duration-Frequency (IDF) Curves for the City of Waterloo and the City of Kitchener, University of Waterloo, 2012: indicates “new IDF curves tend to be lower .. for rainfall durations up to one to two hours”.


iii. Rainfall Intensity-Duration-Frequency (IDF) Curves RFP11-080 Engineering Design Criteria and Standards Update (DRAFT), fabian papa & partners inc., 2012. Found that “City’s existing criteria ... are more conservative than recently compiled statistics” and “up-to-date Environment Canada IDF Curves will result in lower storm intensities”.


iv. Trends in Canadian Short‐Duration Extreme Rainfall: Including an Intensity–Duration–Frequency Perspective, Environment Canada, Atmosphere Ocean 2014: indicates “lack of a detectable trend signal” across Canada an no regional increases in Ontario.


v. Precipitation Intensities for Design of Buried Municipal Infrastructure, Yi Wang, University of Guelph, Ph.D Thesis 2014: identifies 24 significant increases and 41 significant decreases.


vi. Waterloo Sanitary Master Plan, Volume 1, Appendix A Climate Change, Stantec, 2015. The study did not identify any rainfall intensity changes but adopted a different rainfall pattern to be more conservative in design.


vii. Changes in Rainfall Extremes in Ontario, International Journal of Environmental Research, University of Guelph, 2015. The paper that identified “results of this study indicate that the +ve and -ve changes in annual rainfall extremes are similar in the order of magnitude.”


viii. Short Duration Frequent Rainfall Show No Change in Southern Ontario IDF Design Intensities - No Change in Averages Suggests No Change in Extremes, Muir, 2018. This analysis of Environment and Climate Change Canada’s IDF statistics from 1990 to the current Version 2.3 Engineering Climate Datasets shows no change in 2-year to 10 year 5-minute to 2-hour rainfall.

http://www.cityfloodmap.com/2018/01/short-duration-frequent-rainfall-show.html

ix Floods in Southern Ontario Have Changed, University of Guelph, MNRF Floodplain Technical Workshop, Vaughan, March 7, 2018. Professor Emeritus Dr Trevor Dickinson presented  last week that:

"In fact:
- the number of rainfall events has not increased,
- the total amount of rainfall occurring over the growing season has not increased, &
- to date, there is no evidence that rain storms are more severe."


x Environment and Climate Change Canada (ECCC) has commented to the CBC/Ombudsman to dispute insurance industry statements that we have more storms (see letter to me at this link):


That was in response to this story that had no fact-checking on extreme weather frequency:


And which had this correction made based on ECCC and real data: "However, Environment Canada says it has recently looked at the trends in heavy rainfall events and there were "no significant changes" in the Windsor region between 1953 and 2012." 

xi Canadian Underwriter editors dispute insurance industry statement on more frequent / severe storms after fact-checking with ECCC: 


"Associate Editor’s Note: In the 2012 report Telling the Weather Story, commissioned to the Institute for Catastrophic Loss Reduction by the Insurance Bureau of Canada, Professor Gordon McBean writes: “Weather events that used to happen once every 40 years are now happening once every six years in some regions in the country.” A footnote cites “Environment Canada: Intensity-Duration-Frequency Tables and Graphs.” However, a spokesperson for Environment and Climate Change Canada told Canadian Underwriter that ECCC’s studies “have not shown evidence to support” this statement."

Please issue a correction to the article. Thank you.

Robert J. Muir, M.A.Sc., P.Eng. 
Toronto

***
BONUS - the City of Ottawa has also reviewed IDF curves in October 2015 and found the following:

https://drive.google.com/open?id=1ar9JgTSag0JtbBJTyTHVCvEpFnLXopkn

"The IDF curves used for sizing of storm sewers and stormwater management designs that are currently in use at the City and provided in the Ottawa Sewer Guidelines (OSG) is based on rainfall data collected at the Ottawa McDonald Airport from 1967 to 1997 by Environment Canada (further referred to OSG IDF Curves).  Environment Canada updated the IDF curves using data to 2007 (further referred to as 2007 IDF Curves).  Over the recent past years, the update was brought to ISD’s attention for adopting into the OSG.

 A comparison of the OSG and the 2007 IDF curves revealed that for short durations the intensities from the 2007 IDF Curves are less than the OSG IDF Curves on average by 5% and 10% for the 5 year and 100 year curves respectively.  However, for the longer durations the intensities for the 2007 IDF Curves are actually greater than the OSG IDF Curves on average by 11% and 17% for the 5 year and 100 year curves respectively.  The intensities at the shorter durations would influence storm sewer sizing while the longer durations will influence stormwater pond sizing.  The lower intensities at the short durations will tend to result in smaller storm sewer sizes while the larger intensities at higher durations will tend to increase stormwater management pond requirements.  

Commentary:

Given that the percentage differences in intensities between the IDF curves is within the margin of error associated with data collection and hydrologic assessments, it was ISD’s opinion not to update the OSD IDF curves.  As part of the Stormwater Levels of Service review, the need to revisit the IDF curve selection was identified."

Because stormwater ponds are not designed with IDF curve statistics alone, i.e,. they are designed by simulating temporal patters of storms in hydrologic/hydraulic models, it is questionable if an IDF shift in long durations alone would alter the design of a stormwater management pond. That is the design storm (or hyetograph) pattern would influence the pond performance more than the input IDF used to adjust storm volume. Also, some municipalities assess pond performance assuming the outlet is completely blocked, as an operational worst case scenario, such that all collected runoff is routed through the emergency spillway. In this extreme operating condition, a small change in rainfall volume may not affect overall performance (i.e., spillways operate efficiently as weirs, able to accommodate additional flow release with limited increase in operating level (pond water surface elevation).

ANOTHER BONUS - the City of Hamilton has also reviewed IDF curves in 2015 and found no change that warranted updates in their current standards (R.Muir personal communication with Hamilton engineering staff May, 2018).

YET ANOTHER BONUS - the City of Markham has also reviewed IDF curves in 2018 based on extended rain data analysis considering local data (Buttonville Airport) and data for the long-term Toronto Bloor Street climate station (upon which Markham's standards were based on). This review is summarized in a recent Municipal Class Environmental Assessment Study for Don Mills Channel flood remediation (see report here: https://www.markham.ca/wps/portal/home/about/city-hall/city-projects-initiatives/current/stormwater-management/don-mills-flood-reduction/don-mills-channel-flood-reduction).

The report notes: 

The City of Markham has recently completed a review of past and current climate data and a number of other climate change resources in order to assess the resiliency of the City’s wastewater collection systems. To assess IDF impacts the City of Markham first reviewed national and regional rainfall trends in Environment and Climate Change Canada’s (ECCC’s) Engineering Climate Datasets (version 2.3) and local research and determined that ‘no historical changes in rainfall intensity are expected based on the analysis of national and regional (southern Ontario) datasets’ (Xu and Muir, 2018). This is consistent with extreme rainfall trends analysis by ECCC that indicate ‘a general lack of a detectable trend signal’ nationally (Shephard et.al, 2014).
As part of the assessment, the City of Markham updated local IDF curves for the long-term Toronto City climate station that its design standards are based on, as well as the Toronto International Airport (Pearson) and Markham Buttonville Airport stations IDF curves. The findings related to the wastewater system resiliency assessment, which are also relevant to storm drainage infrastructure, were as follows:
■ “The Pearson station 100-year data showed no change since the ECCC 2013 dataset, and a decrease since the 1990 dataset (average decrease of 3.2%). The Buttonville station 100-year data showed an average increase of only 1.1%. Therefore 100-year short-duration intensities are considered to be stationary for the purpose of the existing system capacity assessment under today’s climate - past rainfall intensities (IDF data) maybe used to assess current wastewater system wet weather performance.”

YET ANOTHER BONUS - the City of Welland has also reviewed its design IDF curves in 2012 in this study. It's consultant found that:

"The following general conclusions stem from the analysis:
• the 1963 IDF curves is conservative relative to the estimates made in the 2000 IDF curves.
Thus, adoption of the 2000 curves would effect a relaxation of planning standards for many
types of infrastructure.
• the 1963 curves were conservative relative to the current (2000) estimates and even relative
to the projected (2020 and 2050) values for many duration/return interval combinations. In
those instances, it is reasonable to retain the 1963 intensities."

So even looking into the future, the city's design rainfall intensities from the 1960's are more conservative. So of course if there has been flooding in Welland it's due to other design considerations (like return period level of service for sewer design, etc.) and not because rain is now, or will be, higher than design intensities.

YET ANOTHER BONUS - the City of Niagara Falls has also reviewed its design IDF curves and found lower rainfall intensities. The following is an excerpt from the MOECC (now MECP) LID Guidance Manual (second draft, page 129):

"Many Ontario municipalities have conducted climate change and/or IDF analysis studies to provide direction for municipal infrastructure planners in light of climate change risks. Of note is the City of Niagara Falls which conducted an IDF curve update and climate change analysis as part of their 2015 Master Drainage Plan Update Study. Updated IDFs for four of the five climate stations within the City were found to generate rainfall volumes and intensities that were slightly lower than those generated by the previous IDF curves (Hatch Mott MacDonald, 2015). Additional analysis conducted for Niagara Falls found that the “average annual rainfall volumes for the past 15 years (2000 to 2014) were actually 5.5% lower than the long term average, and significantly lower (by 12.6%) than the average annual rainfalls in the 1970’s, 80’s and 90’s; and the frequency of the larger rainfall events (> 25 mm) that cause most of the stormwater management and combined sewer overflows problems were all significantly lower than the long term average (by 15-25%)” (Hatch Mott MacDonald, 2015)."


YET ANOTHER BONUS - The Windsor/Essex Region Stormwater Management Standards Manual reviewed City of Windsor Airport IDF trends - see December 2018 report:  https://essexregionconservation.ca/wp-content/uploads/2018/12/WE-Region-SWM-Standards-Manual.pdf


"Table A-3.9.1b showing Windsor Airport extreme rainfall trends from 1995 to 2015 continues to illustrate a decreasing trend for short-duration events from 5min to 30min duration for nearly all return periods. The trends illustrate an increasing trend in 1 hour, 2 hour, 12 hour and to a lesser extent the 24 hour durations."

The review includes data up to 2015 - Table A-3.9.1b is shown below:





YET ANOTHER BONUS - The Ontario Ministry of Transportation (MTO) completed a comprehensive study entitled “The Resilience of Ontario Highway Drainage Infrastructure to Climate Change”  in 2015 that indicates consistently decreasing intensities predicted for short durations affecting urban flooding:

“The IDF predictions in the 2014 UR study (2) also give rainfall predictions with significant variability with location, storm duration and return period (frequency) which can be compared to the 2007 MTO IDF curves. Predicted storms with durations less than 6 hours are less intense than those observed in 2007, for all return periods. Longer duration storms do not always hold to this pattern, with the 6 and 24 hour storms often predicted to become more intense, particularly in Northwestern Ontario.” 

The study noted ranges in predicted increases and decreases for bias-corrected climate models:

“In some areas rainfall intensity increased from 0% to just above 30% where in other areas there were rainfall intensity reductions in the from 2 to 10%.”

The Ontario Ministry of Transportation noted in the report that modern drainage infrastructure including sewers, culverts and bridges are resilient to increases in design flows that may occur due to climate change: 

“An overwhelming percentage of the storms sewer networks tested appeared to have sufficient excess capacity to hand the increases in design flow rates up to 30%. Similarly, the sample of highway culverts analysed showed adequate capacities, for a large percentage of the culvert, to handle the rage of low rate increases investigated without the need to be replaced. The bridges tested also appeared to suffer no risk to structures as a result of the flow increases.”

In response to this low risk, the Ministry’s Highway Standards Branch has developed a policy for assessing risks based on future climate that incorporates flexibility in design. The 2016 memorandum entitled Implementation of the Ministry’s Climate Change Consideration in the Design of Highway Drainage Infrastructure states: 

“Designers are to exercise engineering judgement to determine whether the infrastructure will meet current and future design criteria through appropriate sizing of the infrastructure or through providing allowances for future adaptation measures.”

The Ministry’s approach of allowing for future adaptation as opposed to increasing infrastructure capacity as a result of future criteria (i.e., higher rainfall intensities) is similar to the ASCE approach that advocates the Observational Method that promotes “Design for low regret, adaptability, and robustness, and revisit designs when new information is available.”

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Wrap-up

A separate post explores IDF trends in the Version 3.0 Engineering Climate Datasets for long term southern Ontario climate stations - previous post link. Here are the results showing an overall decrease of 0.4% in all design intensities, and decreases for all return periods (bottom row) - smaller storms with more observations decreasing the most - and decreasing for most durations (right column) - especially the shorter durations of less than 1 hour:


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Update: The Globe and Mail responded by 'working their Google' and citing examples of flood damages increasing, diverting from the question on extreme weather frequency. We have explained that flood damages can increase for many reasons and that they have fallen prey to 'attribute substitution'. Check out this recently published paper on heuristic biases and challenges in framing and solving problems related to extreme weather and flooding:
https://www.chijournal.org/C449 

The CBC Ombudsman has recently reviewed data provided on this topic, cited Environment and Climate Change Canada statements and agreed as shown in this post https://www.cityfloodmap.com/2019/01/cbc-ombudsman-decision-finds-lack-of.html

The Minister of Environment and Climate Change Catherine McKenna has also weighed in on this topic indicating that there is no evidence of changes in extreme precipitation (i.e., short duration rainfall affecting flooding).

The letter (at right) was to clarify comments made by Prime Minister Trudeau following Gatineau 2017 flooding that "The frequency of extreme weather events is increasing, and that's related to climate change".

The Minister's letter, drawing from the recent Canada's Changing Climate Report, does not support the Prime Minister's statement on extreme weather frequency.