Provincial Flood Control Infrastructure Review of Operating Guidelines

Total Page:16

File Type:pdf, Size:1020Kb

Provincial Flood Control Infrastructure Review of Operating Guidelines A REPORT TO THE MINISTER OF MANITOBA INFRASTRUCTURE AND TRANSPORTATION August 2015 2 - Provincial Flood Control Infrastructure Panel Members Harold Westdal Chair Rick Bowering Hydrological Engineer Barry MacBride Civil Engineer Review of Operating Guidelines - 3 ACKNOWLEDGEMENTS While much of the work in this report is technical in nature, that work can only be guided and have meaning within a human context. In this respect the Panel is deeply grateful to the large numbers of people who freely gave their time and provided the Panel with the benefit of their experience and knowledge. The Panel would like to acknowledge the work of David Faurschou and Marr Consulting, the participation of municipal governments, First Nations, producer associations, provincial staff, those people who provided excellent advice at the Panel’s roundtable sessions and the many members of the public who took the time to attend open house sessions. The Panel also thanks the staff of the department for providing access to historical documents and technical support, and for attending the open house sessions. 4 - Provincial Flood Control Infrastructure TABLE OF CONTENTS 1 Flood Control Infrastructure Matters . .9 2 Terms of Reference and Approach .....................................13 2.1 Review Process .................................................14 2.2 Public Engagement. 15 2.3 Presentation of this Report .........................................15 3 Manitoba’s Flood Control System ......................................17 3.1 Diking ..................................................19 3.2 Flood Control Works ..............................................19 3.3 Benefits of the System ............................................19 4 Operating Guidelines and Rules .......................................25 4.1 Operating Guidelines in Practice .....................................26 4.2 Operational Considerations . 27 5 The Red River Floodway .............................................28 5.1 Background ..................................................28 5.1.1 How the Floodway Works . 30 5.1.2 Definition of Natural vs. Artificial Levels ..........................30 5.1.3 Influence of the Portage Diversion and Shellmouth Dam . 32 5.2 Operating Rules .................................................33 5.2.1 Red River Floodway Advisory Board . 34 5.3 History of Operations .............................................35 5.4 What You Told Us . 36 5.4.1 Comments on Operating Rules . 36 5.4.2 Comments on Impacts . 38 5.4.3 Roundtable on Summer Use of Rivers ..........................40 6 THE PORTAGE DIVERSION ...........................................42 6.1 Background ..................................................42 6.1.1 Aging Infrastructure. 44 6.2 Operating Guidelines .............................................44 6.3 History of Operation ..............................................46 6.4 What You Told Us . 47 6.4.1 Comments on Operating Guidelines ...........................47 6.4.2 Comments on Impacts . 48 6.4.3 Roundtable on the Portage Diversion. 49 7 FAIRFORD RIVER WATER CONTROL STRUCTURE . 52 7.1 Background ..................................................53 7.2 Operating Rules .................................................56 7.3 What You Told Us . 58 7.3.1 Comments on Operating Guidelines ...........................59 7.3.2 Comments on Impacts . 60 Review of Operating Guidelines - 5 8 THE LAKE ST. MARTIN EMERGENCY OUTLET CHANNEL ..................61 8.1 Operation in 2011. 61 8.2 Operation in 2014. 62 8.3 Operating Rules .................................................63 8.4 Licensing Considerations ..........................................63 9 Review Criteria ..................................................64 10 Possible Changes to Operating Guidelines and Public Comment. 67 10.1 Red River Floodway ..............................................67 10.1.1 Public Response: Red River Floodway .........................67 10.2 Portage Diversion ................................................69 10.2.1 Public Response: Portage Diversion ...........................69 10.3 Fairford River Water Control Structure .................................70 10.3.1 Public Response: Fairford River Water Control Structure. 70 10.4 Other Comments Received during the Consultation . 70 11 Analysis of Issues ..................................................72 11.1 Artificial vs. Natural Flooding and Compensation ..........................72 11.1.1 Consideration of Compensation and Financial Assistance ...........73 11.1.2 Compensation and Financial Assistance for Flooding in Manitoba ......73 11.1.3 Panel Considerations ......................................75 11.1.4 Balance of Interests: The Case for Agriculture ....................76 11.2 Impact of Flood Control Structures on Lake Manitoba Levels ................84 11.2.1 Intent of Infrastructure Design and Operation .....................84 11.2.2 Adherence to Operating Guidelines. 86 11.2.3 Impact on Lake Manitoba Levels ..............................86 11.2.4 Implications of Absence of Flood Control Structures. 91 11.2.5 Panel Conclusions ........................................91 11.3 Impact of Regulation on Lake St. Martin Levels. 92 11.3.1 Panel Conclusions ........................................93 11.4 Lake Manitoba Water Quality and the Portage Diversion ....................93 11.4.1 Panel Conclusions ........................................97 11.5 Potential Salinity Impacts from the Portage Diversion. 97 11.5.1 Panel Conclusions ........................................98 11.6 Drainage ..................................................98 12 Discussion and Recommendations . 99 12.1 Red River Floodway Operating Guideline Changes. 99 12.1.1 Rule 4 – Emergency Summer Operation to Reduce Basement Flooding in Winnipeg ......................................99 12.1.2 Potential Rule 5 - Summer Operation to Keep Riverwalk Open . .105 12.1.3 Formalize Practice of Operating 0.5 Feet Below “Natural” Upstream ....111 12.1.4 Discretion to Operate the Floodway Before the Ice is Flowing Freely . .111 12.1.5 Permit Operation Above “Natural” During the Initial Operation to a Maximum River Level of 760 Feet at the Floodway Entrance ......112 6 - Provincial Flood Control Infrastructure 12.2 Portage Diversion Operating Guideline Changes .........................113 12.2.1 Panel Recommendations ...................................115 12.2.2 Further study of agriculture uses ..............................116 12.3 Fairford River Water Control Structure Operating Guideline Changes . .117 12.3.1 Panel Conclusions ........................................117 12.4 Lake St. Martin Emergency Outlet Channel Operating Guidelines Changes ......118 12.4.1 Operational Considerations ..................................118 12.4.2 Panel Recommendations ...................................119 12.5 Communications and Education .....................................120 12.5.1 Panel Recommendations ...................................120 12.6 Regulatory and Review Processes. .120 12.6.1 Panel Recommendations ...................................121 13 Summary of Recommendations + Key Comments . .122 13.1 Recommended Changes to Operating Guidelines ........................122 13.2 Other Recommendations Related to Operating Guidelines ..................124 13.3 Key Comments ..................................................125 APPENDICES APPENDIX A: TERMS OF REFERENCE. .127 APPENDIX B: RED RIVER FLOODWAY OPERATING RULES .....................131 APPENDIX C: PORTAGE DIVERSION OPERATING GUIDELINES ..................135 APPENDIX D: FAIRFORD RIVER WATER CONTROL STRUCTURE OPERATING GUIDELINES. .139 APPENDIX E: PUBLIC CONSULTATION REPORTS . .141 Review of Operating Guidelines - 7 8 - Provincial Flood Control Infrastructure 1 FLOOD CONTROL INFRASTRUCTURE MATTERS Manitoba sits at the bottom one of the world’s great water basins. It extends from the Rocky Mountains on the west, approaches the Great Lakes on the east, and stretches 500 kilometres to the south – an area nearly the size of Western Europe. It is not surprising, therefore, that some of Canada’s most severe floods have occurred in southern Manitoba. Literally in our backyards and forming part of our collective history. We would all be better off a little higher and further back from danger. But people love to live near water. And our pattern of settlement and land use means that flood control/flood management is a continuing and essential part of our common environment. We can’t stop floods but we can take measures to reduce risk and to reduce property damage. In some respects we have been very successful. For people in The flood control system of southern Manitoba Winnipeg, flooding can be mostly encompasses a system of major flood control a media event thanks to the Red River Floodway. Most Winnipeg structures, hundreds of kilometers of dikes, residents read about it but no community ring dikes and flood protection for longer experience the devastating individual homes raising them to safe flood effects. In the 2011 “flood without protection levels. While not without controversy this precedent”, there was very little flood control system has served Manitoba well. property damage in the Red River Valley where measures have been taken since the “flood of the century” (1997) to build higher and protect with dikes. Other parts of the province were not so fortunate. Thousands of acres of farmland went under water, bridges and highways were destroyed and people’s cottages and homes around Dauphin
Recommended publications
  • Tc & Forward & Owls-I-IX
    USDA Forest Service 1997 General Technical Report NC-190 Biology and Conservation of Owls of the Northern Hemisphere Second International Symposium February 5-9, 1997 Winnipeg, Manitoba, Canada Editors: James R. Duncan, Zoologist, Manitoba Conservation Data Centre Wildlife Branch, Manitoba Department of Natural Resources Box 24, 200 Saulteaux Crescent Winnipeg, MB CANADA R3J 3W3 <[email protected]> David H. Johnson, Wildlife Ecologist Washington Department of Fish and Wildlife 600 Capitol Way North Olympia, WA, USA 98501-1091 <[email protected]> Thomas H. Nicholls, retired formerly Project Leader and Research Plant Pathologist and Wildlife Biologist USDA Forest Service, North Central Forest Experiment Station 1992 Folwell Avenue St. Paul, MN, USA 55108-6148 <[email protected]> I 2nd Owl Symposium SPONSORS: (Listing of all symposium and publication sponsors, e.g., those donating $$) 1987 International Owl Symposium Fund; Jack Israel Schrieber Memorial Trust c/o Zoological Society of Manitoba; Lady Grayl Fund; Manitoba Hydro; Manitoba Natural Resources; Manitoba Naturalists Society; Manitoba Critical Wildlife Habitat Program; Metro Propane Ltd.; Pine Falls Paper Company; Raptor Research Foundation; Raptor Education Group, Inc.; Raptor Research Center of Boise State University, Boise, Idaho; Repap Manitoba; Canadian Wildlife Service, Environment Canada; USDI Bureau of Land Management; USDI Fish and Wildlife Service; USDA Forest Service, including the North Central Forest Experiment Station; Washington Department of Fish and Wildlife; The Wildlife Society - Washington Chapter; Wildlife Habitat Canada; Robert Bateman; Lawrence Blus; Nancy Claflin; Richard Clark; James Duncan; Bob Gehlert; Marge Gibson; Mary Houston; Stuart Houston; Edgar Jones; Katherine McKeever; Robert Nero; Glenn Proudfoot; Catherine Rich; Spencer Sealy; Mark Sobchuk; Tom Sproat; Peter Stacey; and Catherine Thexton.
    [Show full text]
  • The City of Winnipeg 2006 Annual Financial Report
    THE CITY OF WINNIPEG 2006 ANNUAL FINANCIAL REPORT 1 Above l-r: Downtown Winnipeg at night, Photo: Travel Manitoba; Manitoba Hydro energy effi cient headquarters under construction Downtown, Photo: Mario Palumbo / Manitoba Hydro; Downtown’s CITYPLACE refl ected in a window, Photo: Destination Winnipeg Inc. / Ray Henry; Solar powered parking pay station, Photo: City of Winnipeg; Motorcycle police patrol the Exchange, Photo: City of Winnipeg; Produced by Spyglass Entertainment and Miramax Films, the movie The Lookout was shot in Winnipeg; New condo on Waterfront Drive, Photo: CentreVenture Development Corporation; City recreation programs benefi t youth, Photo: City of Winnipeg; Famous Boy with the Boot greets visitors to the English Gardens, Photo: City of Winnipeg; Frequent pruning keeps city trees in shape, Photo: City of Winnipeg; The Pavilion at Assiniboine Park, Photo: City of Winnipeg; Winnipeg is a three time winner of a Communities in Bloom award, Photo: City of Winnipeg; Heading out for a skate, Photo: Dave Reede Photography; Downtown’s MTS Centre - one of North America’s busiest entertainment venues, Photo: Travel Manitoba / Mike Grandmaison; Winnipeg hosted the CFL championship Grey Cup Game in 2006, Photo: Dave Darichuk; The scenic Assiniboine River Walk is maintained by city crews, Photo: City of Winnipeg; A pair of cheetah prowl the zoo, Photo: City of Winnipeg; Winnipeg speedskater Cindy Klassen won fi ve medals at the 2006 Winter Olympics, Photo: Mike Ridewood; Recreational fi shing on the river, Photo: Destination Winnipeg Inc.
    [Show full text]
  • Flood Fighting in Manitoba
    Flood Fighting in Manitoba A History and Background of Manitoba’s Flood Protection Works Flood Fighting in Manitoba Southern Manitoba has extensive flood control Flood protection work has prevented property measures in place, particularly in the Red River damage and reduced the potential impact of Valley, from Winnipeg, south to the US border. flooding on families and communities. Since Flood controls were built after the devastating flood the 1997 flood, more than $1 billion has been of 1950, which flooded the Red River Valley and invested in flood mitigation efforts in Manitoba. the City of Winnipeg. Construction of the Red River This investment has prevented over $7 billion in Floodway was completed in 1968. Additional flood damages throughout Manitoba. control improvements, including an expansion of the The 2011 flood affected a large geographic floodway, were made after the Flood of the area and thousands of Manitobans. Early flood Century in 1997. This flood was substantially larger forecasts and flood-mitigation efforts helped many than the 1950 flood, but resulted in far less property communities get a head start on protecting homes damage because of the flood control measures in and lands, but damage was still widespread. place. There are also flood control measures along the Assiniboine River. Flood Control Infrastructure in Southern Manitoba DauDpahuinp hRiniv Reriver ! ! LakLeake FirsFt iNrsat tNioantion WaWterahteernhen WinWninipneigpoesgiossis LakLea kSet. SMta. rMtianrtin RivReriver DikDesikes " W"aWtearhteernhen LakLea kSet. SMta. rMtianrtin DuDcuk ck DikDesikes LittLleit tSlea sSkaastkcahtecwhaenwan " " EmEemrgeerngceyn Ccyh aCnhnaenlnel MoMuonutanitna in DikDesikes " " ProPvr.o Pv.a Prkark FairFfoairrdford LaLkeake MoMssoeyssey FirsFt iNrsat tNioanti!on !St.S Mt.
    [Show full text]
  • Selected New Titles November 2017 November Recent Additions to the Library Collection Recent Additions to the Library
    Selected New Titles November 2017 November Recent Additions to the Library Collection Recent Additions to the Library Our services………………………… p. 3 2 MANITOBA LEGISLATIVE LIBRARY SNT November 2017 Contents Legislative Library News .................................................................................................. 3 Librarian’s Picks .............................................................................................................. 4 Mapmaker : Philip Turnor in Rupert’s Land in the Age of Enlightenment ........................... 4 Claiming Anishinaabe : decolonizing the human spirit ..................................................... 4 Out of old Manitoba kitchens ........................................................................................ 5 Game change : the life and death of Steve Montador and the future of hockey ................. 5 Lake Superior to Manitoba by canoe : mapping the route into the heart of the continent ... 6 New titles to borrow for November 2017 ........................................................................... 7 Agriculture & Food ................................................................................................... 7 Biography ................................................................................................................ 7 Culture, Sports & Tourism ......................................................................................... 7 Economics, Finance & Taxation ................................................................................
    [Show full text]
  • Red River Floodway Operation Report Spring 2019
    RED RIVER FLOODWAY OPERATION REPORT SPRING 2019 June 28, 2019 Manitoba Infrastructure Hydrologic Forecasting and Water Management Branch Water Management and Structures Division Printed on Recycled Paper EXECUTIVE SUMMARY The 2019 Red River spring flood resulted from above normal to well above normal winter snow fall in the upper Red River basin, including significant late season snowfall in the Fargo area, combined with normal soil moisture going into freeze-up in the fall. The March Outlook published by Manitoba’s Hydrologic Forecast Center estimated that the peak flow at Emerson could exceed the flow seen in the 2011 flood under favorable conditions, and exceed the 2009 flood under normal conditions. Under unfavorable conditions, the 2019 flow at Emerson was forecast to be second only to 1997 in the last 60 years of records. The observed peak at Emerson for the 2019 spring flood was approximately 60,700 cfs (1720.0 m3/s), and occurred on April 25. This is similar to the peak flow observed at Emerson in 2010. The 2019 peak flow measured at Emerson equated to a 1:15 year flood. However, due to the small contributions of tributaries in the lower portion of the basin, the peak natural flood flow at James Avenue only equated to a 1:6 year flood. The 2019 Red River spring flood was driven primarily by significant winter precipitation in the upper portion of the basin, and most of the tributaries on the Canadian side of the border had peaked long before the flood crest arrived. Ice was not a major concern on the Red or Assiniboine rivers in 2019, however, some ice jamming did occur north of the City of Winnipeg in the Selkirk and Netley Creek areas.
    [Show full text]
  • Manitoba's Flood of 2011
    Manitoba’s Flood of 2011 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Steve Topping, P. Eng Executive Director, Regulatory and Operational Services Manitoba Water Stewardship September 13 , 2011 why was there so much water this year? why this flood was so different than 1997? was this a record-breaking year? Why was there so much water? • Antecedent Soil Moisture – April-October 2010 • Snow Moisture, Density and Depth •2010 was the 5th wettest September through February on record following the first wettest on record (2009) and 3rd wettest (2010). October 26-28th 2010 Why was there so much water? • Antecedent Soil Moisture – April-October 2010 • Snow Moisture, Density and Depth • Geography Snow Pack 2011 •Snowfall totals 75 to 90 inches, nearly double the climatological average. Newdale: 6-7 ft snow depth Why was there so much water? • Antecedent Soil Moisture – April-October 2010 • Snow Moisture, Density and Depth • Geography • Precipitation this Spring Why was there so much water? • Antecedent Soil Moisture – April-October 2010 • Snow Moisture, Density and Depth • Geography • Precipitation this Spring • Storm events at the wrong time •15th year of current wet cycle, resulting in very little storage in the soils Why was there so much water? • Antecedent Soil Moisture – April-October 2010 • Snow Moisture, Density and Depth • Geography • Precipitation this Spring • Storm events at the wrong time • Many watersheds flooding simultaneously May Sun Mon Tues Wed Thurs Fri Sat 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Pre-Flood Preparation • Supplies and Equipment • 3 amphibex icebreakers • 7 ice cutting machines • 3 amphibious ATVs • 3 million sandbags • 30,000 super sandbags • 3 sandbagging units (total of 6) • 24 heavy duty steamers (total of 61) • 43 km of cage barriers • 21 mobile pumps (total of 26) • 72 km of water filled barriers • and much more...
    [Show full text]
  • Executive Summary
    Page 1 of 26 Hydrologic Forecast Centre Manitoba Infrastructure Winnipeg, Manitoba FEBRUARY FLOOD OUTLOOK February 26, 2021 Executive Summary The February Flood Outlook prepared by the Hydrologic Forecast Centre of Manitoba Infrastructure reports the risk of major spring flooding in most Manitoba basins is low. Due to below normal soil moisture at freeze-up in southern and central Manitoba basins and below normal to well below normal winter precipitation until mid-February in these basins, the risk of major spring flooding is low for all southern and central Manitoba basins. Southern and central Manitoba basins include the Assiniboine River, Red River, Souris River, Pembina River, Roseau River and Qu’Appelle River basins and Interlake region. The risk of major spring flooding is low to moderate for northern Manitoba basins, including the Saskatchewan and Churchill River basins, because these basins have normal to above normal soil moisture and received below normal to slightly above normal winter precipitation. Most of the major lakes are below normal levels for this time of the year and within their operating ranges. The risk of flooding for most lakes is low. Soil Moisture Conditions at Freeze up: Soil moisture at freeze-up is one of the major factors that affects spring runoff potential and spring flood risk. Due to normal to below normal summer and fall precipitation, the soil moisture at freeze-up is normal to below normal for most of the southern and central Manitoba basins. Soil moisture is normal to above normal in the Little Saskatchewan River basin and in areas close to Brandon.
    [Show full text]
  • Regulation of Water Levels on Lake Manitoba and Along the Fairford River, Pineimuta Lake, Lake St
    Regulation of Water Levels on Lake Manitoba and along the Fairford River, Pineimuta Lake, Lake St. Martin and Dauphin River and Related Issues A Report to the Manitoba Minister of Conservation Volume 2: Main Report July 2003 The Lake Manitoba Regulation Review Advisory Committee Cover Photo: Looking west along the Fairford River from the Fairford River Water Control Structure. Lake Manitoba Regulation Review Advisory Committee, Main Report, July 2003 Table of Contents 1.0 Introduction ........................................................................................................................... 4 1.1 Background ...................................................................................................................... 4 1.2 Establishment of the Lake Manitoba Regulation Review Advisory Committee ............. 4 1.3 Terms of Reference .......................................................................................................... 5 1.4 Overview of Committee Activities .................................................................................. 5 2.0 Lake Manitoba Drainage Basin ........................................................................................... 8 2.1 General Description.......................................................................................................... 8 2.1.1 Lake Winnipegosis.................................................................................................. 10 2.1.2 Lake Manitoba .......................................................................................................
    [Show full text]
  • Optimal Operation of a Flood Control Systen a Thesis
    The University of Manitoba Optimal Operation of a Flood Control Systen by John Nairn MacKenzie A Thesis Submitted to the Faculty of Graduate Studies in Partial Fulfilment of the Requirements for the Degree of It{aster of Science Tl¡-nr+man+ l'ir¡i'l DePdL Llllu.lIL ^.Ê\JI \,-LVI-L FnoinoarinoLtlSrIrçvf rrrð WitIrIulft/võ, nn i nco l\4en i toba Arrmrcf I q7R C)PTiIIAL OPEIIAÏIÛN OT A FLOOD CÛNTRC]L SYSÏËi4 BY JOHN I.IÄIRÎ''J I.4¡CKEI{Z] E A clissertation submiÈted to tåte Facr*lty of Cr*ci".¡aÉe Stuse.åies of' tlre University oá' Munitoba ire partLrl f'uifilln'le¡rt ol' t!re requle'ernemts ol'tlre clegrce ot IIAST TR OF S C I ENC E o,ig78 Fernrissio¡r hus bec¡r gnunted Ëo the t-l¡ì$l,AÊLV ûF Te!U U¡{l\¡¡-:F¿- S¡TV Ol.' h{.4þ]lTO!3"4 tr¡ lenei q¡r s¿:l! copies oü t!¡is cåÈ*;ertati{!r¡" 8o the N,4TltNAL [.N8¡4,ARY ûFr {lA"l\Ai}A to l¡riar¡:*'ilrsr tl¡ls ciissertafio¡r and tr: lend or sell copies of the felnr, und {,JNl'VUåì,5åTY h{lCfì,OFlLh{S tr: pubiish i¡¡r ahsåraet of this rJissert¿¡f ion. The ar¡thor re$erve$ otå:cr publ!c¿¡Èir¡¡r rights, ¿¡¡rJ ¡"¡either the dissertation ncr exÉensive cxtri¡cfs fr¡:nr it mluy h*: gx'int*d eir otl¡er- wise repi:oeíLlced evithout t !¡c uuf l¡o¡''s writËc¡r 3:cnrr ieslr.xr" ACI$IOWLEDffiIvE\TS I would like to e4press my appTeciation to my advisor, Professor G.
    [Show full text]
  • Portage Diversion Layout Recent and Future Projects
    Portage Diversion Layout Recent and Future Projects Assiniboine River Control Structure Public and worker safety improvements Completed in 2015 Works include fencing, signage, and safety boom Electrical and mechanical upgrades Ongoing Works include upgrades to 600V electrical distribution system, replacement of gate control system and mo- tor control center, new bulkhead gate hoist, new stand-by diesel generator fuel/piping system and new ex- terior diesel generator Portage Diversion East Outside Drain Reconstruction of 18 km of drain Completed in 2013 Replacement of culverts beneath three (3) railway crossings Completed in 2018 Recent and Future Projects Portage Diversion Outlet Structure Construction of temporary rock apron to stabilize outlet structure Completed in 2018 Conceptual Design for options to repair or replace structure Completed in 2018 Outlet structure major repair or replacement prioritized over next few years Portage Diversion Channel Removal of sedimentation within channel Completed in 2017 Groundwater/soil salinity study for the Portage Diversion Ongoing—commenced in 2016 Enhancement of East Dike north of PR 227 to address freeboard is- sues at design capacity of 25,000 cfs Proposed to commence in 2018 Multi-phase over the next couple of years Failsafe assessment and potential enhancement of West Dike to han- dle design capacity of 25,000 cfs Prioritized for future years—yet to be approved Historical Operating Guidelines Portage Diversion Operating Guidelines 1984 Red River Floodway Program of Operation Operation Objectives The Portage Diversion will be operated to meet these objectives: 1. To provide maximum benefits to the City of Winnipeg and areas along the Assiniboine River downstream of Portage la Prairie.
    [Show full text]
  • WHAT WE HEARD a Report on Input from Public Meetings Held for the Southwest Interlake Integrated Watershed Management Plan
    WHAT WE HEARD A Report on Input from Public Meetings held for the Southwest Interlake Integrated Watershed Management Plan INTRODUCTION The West Interlake Watershed Conservation District (WIWCD) as the Watershed Planning Authority for the Southwest Interlake Watershed (Figure 1) began planning efforts in December 2013. Figure 1: Southwest Interlake Watershed 1 The WIWCD formed a Project Management Team to guide the development of the Southwest Interlake IWMP. The Project Management Team includes: Earl Zotter (Chair) Rural Municipality of St. Laurent Jack Cruise Rural Municipality of Armstrong Henry Rosing Rural Municipality of Woodlands Brian Sigfusson Rural Municipality of Coldwell Garth Asham Rural Municipality of Portage La Prairie Neil Brandstrom Rural Municipality of Eriksdale Linda Miller West Interlake Watershed Conservation District Patrick Watson Manitoba Conservation and Water Stewardship PUBLIC MEETINGS One of the first steps in the development of the plan was to hold public meetings to discuss what residents of the watershed value within the planning area. Four public meeting were held in May and June of 2014: May 18 – Lundar, May 20 – Eriksdale, May 27 – Lake Francis, and June 7 – St. Laurent. A total of 45 watershed residents attended the meetings. The discussions from these meetings are reported in this document and will provide direction to the Project Management Team on the scope and priorities of the plan. GATHERING INPUT At each of the public meetings, participants were asked to fill in worksheets. The worksheets included questions on what people felt were the main issues in the watershed, why they felt that these were priority issues, what they valued in the watershed, how they felt the issues could and should be addressed, and a number of other questions related to watershed management.
    [Show full text]
  • Sensitivity of the Red River Basin Flood Protection System to Climate Variability and Change
    Water Resources Management 18: 89–110, 2004. 89 © 2004 Kluwer Academic Publishers. Printed in the Netherlands. Sensitivity of the Red River Basin Flood Protection System to Climate Variability and Change SLOBODAN P. SIMONOVIC1∗ and LANHAI LI2 1 Department of Civil and Environmental Engineering, Institute for Catastrophic Loss Reduction, University of Western Ontario, London, ON, Canada; 2 Department of Civil and Environmental Engineering, University of Western Ontario, London, ON, Canada, currently with ROBBERT Associates Ltd., Ottawa, ON, Canada (∗ author for correspondence, e-mail: [email protected], Fax: 519 661 4273) (Received: 16 September 2002; in final form: 8 October 2003) Abstract. An original modeling framework for assessment of climate variation and change impacts on the performance of complex flood protection system has been implemented in the evaluation of the impact of climate variability and change on the reliability, vulnerability and resiliency of the Red River Basin flood protection system (Manitoba, Canada). The modeling framework allows for an evaluation of different climate change scenarios generated by the global climate models. Temperature and precipitation are used as the main factors affecting flood flow generation. System dynamics modeling approach proved to be of great value in the development of system performance assessment model. The most important impact of climate variability and change on hydrologic processes is reflected in the change of flood patterns: flood starting time, peak value and timing. The results show increase in the annual precipitation and the annual streamflow volume in the Red River basin under the future climate change scenarios. Most of the floods generated using three different climate models had an earlier starting time and peak time.
    [Show full text]