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

Sink, Swim or Tread Water - Ideas for Adapting Infrastructure to Extreme Weather

The Environmental Commissioner of Ontario published the ECO 2014 Annual Greenhouse Gas Progress Report.  An excerpt called "Sink, Swim, or Tread Water? Adapting Infrastructure to Extreme Events" explores extreme storms, and municipal and provincial responses, and opportunities. This post help explore some of those opportunities and offers direction on some inaccurate statements along the way.

New Normal (Same as Old Normal)

The document suggest a new normal in extreme rainfall:

"Ontario has always experienced storms; however, the province has recently faced more intense and frequent extreme weather, as well as unprecedented damage costs."

The facts are that the province has not faced more intense and frequent extreme weather, as shown in Environment Canada's Engineering Climate Datasets.  It is true damage costs have increased but that is due to other factors.

Ontario short term rainfall intensities are trending up and down and statistically not moving in any significant direction. Rainfall trends as can be found in the report at the following link:

https://www.dropbox.com/s/pxbuyz7sx3h7ln0/Final%20December%202011%20Draft%20Regional%20IDF%20Technical%20Report.pdf?dl=0

This report is "Methodologies to Improve Rainfall Intensity-Duration-Frequency (IDF) Estimates: A Southern Ontario Pilot Study" by Environment Canada Adaptation and Impacts Research Climate Research Division, December 2011.  See Section 6.1 entitled Trends in Precipitation and its Extremes in Southern Ontario, page 77 for the following:

“Significant increases, as well as decreases, were detected at some stations in a number of the extreme precipitation indicators. However, the majority of station trends were determined to be non-significant and no consistent geographical patterns for increases or decreases were observed across Canada. In most cases, the magnitude of the observed changes was also very small. These results are consistent with the daily Canadian extreme precipitation trend analysis of Zhang et al. (2001) and the Canadian component of global and North American trend analyses of daily precipitation extremes by Alexander et al. (2006) and Peterson et al. (2008), respectively.”

Regardless of this oversight on extreme rainfall trends, many of the topics of the ECO document are worth discussing because of the fact that damage costs are increasing is undeniable.

More recently Environment and Climate Change Canada summarized national rainfall trends and indicated no change in overall Ontario rainfall intensity or frequency:

http://www.tandfonline.com/doi/abs/10.1080/07055900.2014.969677#.VtzNp_krLGI

Trends in Canadian Short‐Duration Extreme Rainfall: Including an Intensity–Duration–Frequency Perspective, Mark W. Shepharda*, Eva Mekisa, Robert J. Morrisa, Yang Fenga, Xuebin Zhanga, Karen Kilcupb & Rick Fleetwoodc, pages 398-417, Published online: 19 Nov 2014. Using the same data, the table below shows slightly more decreasing trends in Ontario than increasing ones.

The table below shows more statistically significant decreasing in rainfall intensity than increases in intensity in Southern Ontario.



The insurance industry has fabricated rainfall intensity trends in their Telling the Weather Story publication, confusing theoretical predictions with real, factual, historical data and analysis, which may be confusing the Environmental Commissioner of Ontario:



Flooding Causes Serious Environmental Damages (Ironically Less Than Before)

The ECO document rightly notes that the 2013 storm resulted in "serious environmental damage" as the storm:

"overwhelmed wastewater treatment plants and stormwater systems; up to a billion litres
of sewage, as well as garbage and debris, were washed into Toronto’s rivers and Lake Ontario"

What is peculiar in this statement is that sewer infrastructure in the province under F-5-5 overflows less than it did before many pollution control plans were put into place, resulting in more insurance losses. This is documented in my neighbourhood's Municipal Class EA study where infrastructure to keep eastern beaches swimmable contributed to sewer back-up, and it applies to any sewage overflow regulator adjusted to keep more "poop in the pipe" (Hamilton's Sterling CSO regulator, etc.).

What is disappointing in the "serious environmental damage" statement is the narrow definition of "Environment" - it notes the spill's impacts to the aquatic food web but does not recognize the broader environment as defined in the Environmental Assessment Act, including the social environment and back-up effects on homeowners, and economic environment and insurance costs (damage claims and then higher premiums).

Further discussions on "environmental damages" should recognize that there are trade-offs between broader aspects of the environment. The role of F-5-5 and impacts to flood risks should be reviewed by MOECC as an opportunity to explore means to improve the boarder environment in the province.

Industry and Municipal Response to Changing Flood Patterns

It is noted that the insurance industry predicts premium rates will go up. They have.

What is not discussed is that the insurance industry is not set-up to efficiently assess urban flood risk. Because property and casualty insurers compete for business, and because the industry is fragmented with 20 companies sharing between

The ECO document suggests that municipalities are lacking guidance on future climate predictions and best management practices.  This is not the case. Design standards for GTA and Golden Horseshoe communities at the time of construction before 1980 are simply limited by today's standards. Storm sewers were designed for 2 to 5 year storms and no overland flow relief was provided as part of master drainage planning or subdivision grading. The drainage system capacity of many old systems must generally be doubled to meet a high standard of 100 year flow conveyance - the best management practices are pipe conveyance and storage for storm sewer networks. For sanitary sewer networks, the solution is extraneous inflow reduction, e.g, through mandatory downspout disconnection and capacity upgrades to handle extraneous infiltration from foundation drains connected to the sanitary system up to the mid 1970's. Future climate predictions are not a key unknown as sometimes design standard upgrades alone may be a 400% increase in built capacity.

The ECO document points to aging infrastructure built in the 1950's to 1970 and barriers to implementing Best Management Practices (green infrastructure) as the reason.  This is misguided as increased urbanization, lost overland flow paths, and lost sewage overflow relief capacity in the sewer system are the causes of increased damages and premiums. Futhermore, macro economic factors have reduced property and casualty insurer investment returns (previous double digit and now low single digit), causing them to no longer subsidize underwriting losses as they had done for decades, thus increasing premiums to cover actual costs.

The ECO should know that when it comes to storm infrastructure, 100+ year service life is not uncommon. Also no Municipal Class Environmental Assessment studies have identified aging infrastructure as a cause of flooding. What is missing in the ECO document discussion is that increasing levels of services alone account for the majority of infrastructure upgrade costs to manage flood risks.


British Columbia - Extreme Short Duration Rainfall Trends

Vintage Rain Chart
The following table presents short term rainfall trends for BC climate stations. The significance of trends is shown as well as the trend direction - only a few percentage of stations have a significant trend that cannot be explained by random, minor variations. 'Decreasing' means less severe annual maximum rainfall amounts observed over the specified duration. Trends are from Environment Canada's Engineering Climate Dataset v2.3 (idf_v2-3_2014_12_21_trends.txt, in IDF_Additional_Additionnel_v2.30.zip, downloaded through ftp://ftp.tor.ec.gc.ca/Pub/Engineering_Climate_Dataset/IDF/).

 British Columbia Extreme Rainfall Trends

Climate Station Name
Pr.
Extreme Rainfall Trend

Decreasing / Significant

Decreasing / Not Significant

No Data

Increasing / Not Significant

Increasing / Significant
5 min
     10 min
             15 min
                30 min
1 hr
          2 hr
6  hr
                12 hr
24 hr
Lake Cowichan
BC  
3
3
3
3
2
4
2
2
2
Jordan River Diversion
BC  
3
3
3
3
2
2
4
4
4
Jordan River Generating
BC  
3
3
3
3
4
4
4
4
4
North Cowichan
BC  
3
3
3
3
4
4
4
4
2
Port Renfrew
BC  
3
3
3
3
3
4
4
2
2
Saanich Camosun College
BC  
3
3
3
3
4
4
4
4
4
Saturna Capmon
BC  
2
2
2
2
2
2
4
5
4
Victoria Gonzales Hts
BC  
4
4
4
4
5
5
4
4
4
Victoria Intl A
BC  
4
4
4
4
4
4
4
4
4
Victoria Marine
BC  
4
4
4
4
4
4
4
5
4
Victoria U Vic
BC  
3
4
4
4
4
4
4
4
4
Campbell River A
BC  
4
4
4
4
4
2
2
4
2
Campbell River Stp
BC  
2
2
2
2
2
2
2
4
2
Comox A
BC  
4
2
4
2
4
4
4
4
4
Courtenay Puntledge Bchp
BC  
3
3
3
3
5
5
5
5
4
Nanaimo A
BC  
5
5
4
4
2
2
1
1
1
Nanaimo City Yard
BC  
4
2
4
4
4
4
4
2
2
Parksville South
BC  
3
3
3
3
4
2
2
2
3
Nanaimo Departure Bay
BC  
3
3
3
3
4
4
4
4
4
Port Hardy A
BC  
4
4
4
4
5
4
2
1
2
Strathcona Dam
BC  
3
3
3
3
4
4
4
2
4
Amphitrite Point
BC  
2
4
4
5
4
4
4
5
4
Carnation Creek Cdf
BC  
3
3
3
3
4
4
4
4
4
Estevan Point
BC  
3
3
3
3
3
2
2
3
2
Port Alberni A
BC  
4
4
4
4
4
4
5
5
4
Tofino A
BC  
4
4
4
2
4
4
4
5
4
Clowhom Falls
BC  
3
3
3
3
4
4
4
4
4
Daisy Lake Dam
BC  
3
3
3
3
4
2
2
2
4
Gibsons
BC  
3
3
3
3
4
4
4
4
4
Merry Island Lightstation
BC  
3
3
3
3
4
2
2
2
2
Port Mellon
BC  
3
3
3
4
3
4
5
4
4
Powell River A
BC  
1
2
2
1
2
2
2
2
2
Squamish Aut0
BC  
3
3
2
2
2
2
4
4
4
Whistler
BC  
4
2
2
2
4
4
4
4
4
Langara
BC  
1
4
4
4
4
4
2
2
2
Moresby Island Mitchell Inlet
BC  
2
2
2
2
2
2
2
2
2
Sandspit A
BC  
4
4
4
4
2
2
2
2
2
Bella Coola A
BC  
4
5
5
5
5
5
4
4
2
Bella Coola Bc Hydro
BC  
4
2
2
1
2
2
2
2
2
Kitimat
BC  
3
3
3
3
4
4
4
4
5
Prince Rupert A
BC  
2
2
2
4
4
4
4
4
4
Stewart A
BC  
2
4
4
4
4
4
4
2
2
Terrace A
BC  
4
4
4
4
2
2
4
4
4
Terrace Pcc
BC  
4
4
4
4
4
4
4
4
4
Quick
BC  
3
2
2
3
4
2
2
2
2
Smithers A
BC  
4
4
4
4
4
4
2
2
2
Lajoie Dam
BC  
3
3
3
3
2
2
2
2
2
Pemberton Bcfs
BC  
3
3
3
3
5
5
5
5
5
Southbank
BC  
3
4
2
3
2
2
4
2
2
Burns Lake
BC  
4
4
2
4
4
4
2
2
2
Fort St James
BC  
3
3
3
3
4
4
4
4
4
Fort St James A
BC  
4
4
4
4
2
2
4
4
4
Horsefly Bcfs
BC  
3
3
3
3
5
5
4
4
2
Kersley
BC  
3
3
3
3
2
2
2
2
2
Mcbride Elder Creek
BC  
3
3
3
3
4
4
4
4
4
Mcbride North
BC  
3
3
3
3
4
4
5
5
5
Prince George A
BC  
2
2
4
4
4
2
2
2
2
Williams Lake A
BC  
2
2
3
4
3
3
3
3
2
Abbotsford A
BC  
4
4
4
4
4
4
2
4
2
Agassiz Cs
BC  
4
4
4
4
4
4
4
4
4
Alouette Lake
BC  
3
3
3
3
4
4
4
4
4
Buntzen Lake
BC  
3
3
3
3
4
4
4
4
4
Chilliwack Microwave
BC  
3
3
3
3
1
1
2
2
1
Coquitlam Lake
BC  
3
3
3
3
2
5
4
2
2
Haney Microwave
BC  
3
3
3
3
1
1
2
2
2
Haney Ubc Rf Admin
BC  
3
3
3
3
4
2
2
2
2
Huntingdon Vye Road
BC  
3
3
3
3
2
2
4
4
4
Ladner Bchpa
BC  
3
3
3
3
4
4
2
2
1
Langley Lochiel
BC  
3
3
3
3
2
2
4
2
2
Mission West Abbey
BC  
4
4
4
2
2
2
4
4
4
N Vancouver Lynn Creek
BC  
2
4
2
4
4
4
4
4
2
Pitt Polder
BC  
4
4
4
4
4
4
2
2
2
Port Coquitlam City Yard
BC  
2
2
2
2
4
4
2
2
2
Port Moody Glenayre
BC  
3
3
3
3
4
4
2
2
2
Surrey Kwantlen Park
BC  
4
4
4
4
4
4
4
4
2
Surrey Municipal Hall
BC  
3
3
2
2
4
4
2
2
2
Vancouver Harbour Cs
BC  
4
4
4
4
4
4
2
2
2
Vancouver Intl A
BC  
4
4
4
4
4
4
2
2
2
Vancouver Kitsilano
BC  
4
2
2
2
2
2
2
4
2
Vancouver Ubc
BC  
4
2
2
2
2
2
2
2
2
White Rock Stp
BC  
4
4
4
4
4
4
4
4
4
Pitt Meadows Stp
BC  
3
3
3
3
2
2
2
2
4
Burnaby Mtn Bchpa
BC  
3
3
3
3
4
4
4
2
4
N Vanc Sonora Dr
BC  
2
1
2
2
2
2
2
4
4
Hells Gate
BC  
3
3
3
3
1
1
2
2
2
Hope A
BC  
4
4
4
4
4
4
4
4
4
Lillooet Seton Bchpa
BC  
3
3
3
3
4
4
4
4
4
Lytton
BC  
3
4
4
4
4
4
4
4
4
Shalalth
BC  
3
3
3
3
4
4
4
4
4
Kelowna A
BC   
4
4
4
4
4
4
4
4
4
Kelowna Pc Burnetts Nursery
BC  
2
2
2
2
4
4
4
4
4
Oliver Stp
BC  
3
3
3
3
4
4
4
4
4
Penticton A
BC  
4
4
4
4
4
4
4
4
4
Princeton A
BC  
2
2
2
2
2
2
4
4
4
Summerland Cs
BC  
4
4
4
4
4
4
2
4
4
Vernon
BC  
4
4
4
4
4
4
4
4
4
Castlegar A
BC  
4
4
4
2
2
4
4
4
4
Castlegar Bchpa Dam
BC  
4
4
4
4
4
4
5
5
4
Creston Wpcc
BC  
4
4
4
4
4
4
4
4
5
Duncan Lake Dam
BC  
2
2
2
2
2
2
2
2
2
Fauquier
BC  
3
3
3
3
4
4
4
2
2
Trail Birchbank
BC  
3
3
3
3
4
5
5
5
4
Cranbrook A
BC  
4
4
4
4
4
4
4
4
4
Kimberley Pcc
BC  
3
3
3
3
2
2
4
4
4
Sparwood
BC  
4
4
4
4
4
2
2
4
4
Blue River A
BC  
4
4
4
4
4
4
4
5
5
Kamloops A
BC  
4
4
4
4
4
5
5
5
5
Salmon Arm A
BC  
4
4
4
4
4
2
2
2
4
Golden A
BC  
2
2
1
1
1
2
2
4
4
Mica Dam
BC  
3
3
3
3
3
3
4
2
2
Revelstoke Airport Rd
BC  
4
4
4
4
4
4
4
2
4
Valemount North
BC  
3
3
3
3
4
4
4
2
2
Yoho Nat Park Boulder Cr
BC  
3
3
3
3
4
4
4
5
5
Chetwynd A
BC  
4
4
4
4
4
4
2
4
4
Dawson Creek A
BC  
4
4
4
4
4
4
2
2
2
Fort St John A
BC  
2
2
2
2
2
2
2
2
2
Germansen Landing
BC  
4
2
2
2
2
4
4
4
4
Hudson Hope Bchpa Dam
BC  
2
2
1
1
1
1
1
1
1
Mackenzie A
BC  
2
2
2
2
2
2
2
2
2
Sikanni Chief
BC  
2
2
2
2
2
2
2
2
2
Ware
BC  
3
3
3
3
4
4
4
4
4
Dease Lake
BC  
4
2
4
4
4
4
4
4
4
Fort Nelson A
BC  
4
4
4
4
4
2
2
2
2
Muncho Lake
BC  
4
4
4
4
4
4
4
2
2
Tetsa River
BC  
2
2
2
2
2
2
1
2
2
Atlin
BC  
4
4
4
4
4
4
4
2
2
Pleasant Camp
BC  
4
2
2
2
2
2
2
2
2
Telegraph Creek
BC  
3
3
3
3
2
4
4
4
4
Todagin Ranch
BC  
3
3
3
3
4
4
2
4
4

Extreme rainfall trends in Canada (Environment Canada Engineering Climate Datasets):

Static Maps: http://www.cityfloodmap.com/2015/12/severe-storm-trends-canada-rainfall.html

Interactive Map: http://www.cityfloodmap.com/2015/12/canadian-extreme-rainfall-map-climate.html

Table Summaries: http://www.cityfloodmap.com/2015/12/canadian-extreme-rainfall-summary-by.html

Chart and Table: http://www.cityfloodmap.com/2015/12/top-weather-story-in-canada-2015-less.html

Long-term Station Table: http://www.cityfloodmap.com/2015/12/long-term-climate-change-short-term.html

Environment Canada Denies Changes: http://www.cityfloodmap.com/2015/10/bogus-statements-on-storms-in-cbcnewsca.html

Contradicting Insurance Industry Claims: http://www.cityfloodmap.com/2015/12/trends-in-canadian-shortduration.html