Czc2010 Day 3 c

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    poverty alleviation: apreliminary explorationin coastal Thailand,Ratana Chuenpagdee,

    Memorial University

    adaptation and coastalpolicy in Nova Scotia,Jennifer Graham,

    Ecology Action Centre

    protection, Andy Lister,Canadian Geocontain-

    ment Alliance

    14:30 - 15:00 NUTRITION BREAK: McDougall Hall, Schurman Market Square

    W E D N E S D A Y , 2 8 J U L Y 2 0 1 0 - A F T E R N O O N 15:00 - 16:30 PAPER SESSIONS WORKSHOP DISCUSSION CAF CHARRETTE

    Room:McDougall 243

    Session theme:COASTAL ENGINEERINGAND TECHNOLOGY

    Chair: William Kamphuis,

    Queens University

    Room:Duffy 135

    Session theme:COASTAL COMMU-NITIES AND CLIMATECHANGE

    Chair: Jean Lambert,Agriculture and Agri-Food

    Canada

    Room:McDougall 242

    Session theme:VULNERABILITY ANDADAPTATION TOCLIMATE CHANGE

    Chair: Norm Catto,Memorial University

    Room:McDougall 329

    Topic: SCOPING AMARINE ANDCOASTAL RIGHTSREGISTRY FORCANADA: NEEDS ANDPRIORITIES

    (continuation)

    Room: Schurman MarketSquare

    Topic: NOVA SCOTIASCOASTAL POLICY -ENVIRONMENTAL NON-GOVERNMENTALORGANIZATIONPERSPECTIVES

    Lead: Jennifer Graham,Ecology Action Centre

    The Province of NovaScotia is in the process of

    developing a Sustainable

    Coastal Development

    Strategy. This Discussion

    Caf is an opportunity to

    discuss the contents of the

    strategy, drawing on the

    knowledge and experience

    of participants on policy

    options for coastal

    governance, zoning, land

    use regulations,

    stewardship and other keytopics.

    Room: Kelley 211

    Topic: VOICES FORCHANGE: ACHIEVINGTHE WELL MANAGEDCOAST

    (continuation)

    15:05 - 15:25 Planning coastalinfrastructure underconditions of sea levelrise and climate change,Michael Davies,

    Coldwater Consulting Ltd

    Building resilient coastalcommunities in BritishColumbia: a case studyof climate change andadaptation in Ucluelet,Mary Liston, University of

    Victoria

    Sea-level rise studies inthe Maritime Provinces:what have we learnedand where are wegoing?, Kyle McKenzie,Nova Scotia Dept. of

    Environment15:25 - 15:45 Adaptation to sea level

    rise, storm surges anderosion, Mike Pearson,GeoNet Technologies Inc

    Coastal communitieschallenges to deal withclimate change in the St.Lawrence River estuaryand Gulf, Steve Plante,Universit du Qubec

    Rimouski

    Integrating climatechange adaptation intomarine and coastalmanagement: examplesfrom North America,Rachel Gregg, EcoAdapt

    15:45 - 16:05 The integration ofground-based andairborne laser scanningfor coastal zonemapping, Tim Webster,Applied Geomatics

    Research Group

    Impacts of climatechange on coastalcommunities andmangrove ecosystems:local vulnerabilities andlocal perceptions,Tiffanie Rainville,

    Dalhousie University

    The role of current-induced erosion in therecent proliferation ofcoastal protectionstructures along CarronPoint in NewBrunswick, DominiqueBrub, New Bruns-wick

    Dept of Natural

    Resources

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    16:05 - 16:25 Flood-risk mapping fromstorm surges and futuresea level rise in easternCanada, Tim Webster,Applied Geomatics

    Research Group

    Vulnerability andadaptation in coastalcommunities: a casestudy of historic andcurrent adaptation onChange Islands,Newfoundland, MaureenWoodrow, University of

    Ottawa and Stages andStores Inc

    Vulnerability andadaptation: shorelineerosion on PrinceEdward Island, DonJardine, DE Jardine

    Consulting

    W E D N E S D A Y , 2 8 J U L Y 2 0 1 0 - E V E N I N G 19:00 - 23:00 Peakes Wharf, Charlottetown Historic Waterfront

    SEASIDE SOIRE: Conference Banquet, featuring Prince Edward Island LOBSTER, MUSSELS, OYSTERS and LIVE ENTERTAINMENT !!!

    T H U R S D A Y , 2 9 J U L Y 2 0 1 0 - M O R N I N G 08:30 - 12:00 McDougall Hall, Schurman Market Square

    REGISTRATION AND INFORMATION DESK09:00 - 12:00 Duffy 135

    CLOSING PLENARY SESSION09:00 - 09:30 TODAYS GOALS AND OBJECTIVES: Grant Gardner, President, Coastal Zone Canada Association

    SOCIAL NETWORK UPDATE: Paul Boudreau, ACZISC Secretariat; Scott Bradley, Kaley MacDonald andColin Young, PEI Dept of Fisheries, Aquaculture and Rural Development

    09:30 - 10:00 PRESENTATION AND DISCUSSION

    VOICES FOR CHANGE: ACHIEVING THE WELL MANAGED COAST - the results of the Planning CharretteKelly Cantelo, PEI Dept of Fisheries, Aquaculture and Rural Development

    Justin Huston, Nova Scotia Department of Fisheries and Aquaculture

    Jason Naug, Fisheries and Oceans Canada

    Colin Young, PEI Dept of Fisheries, Aquaculture and Rural Development

    Moderator: Colleen Mercer Clarke10:00 - 10:30 NUTRITION BREAK: Duffy 13510:30 - 11:30 KEYNOTE ADDRESS

    OIL SPILLS AND THE OFFSHORE AND COASTAL ENVIRONMENTS: Mervin FingasDr. Fingas is is a scientist who focuses on oil and chemical spill research. He was Chief of the Emergencies Science Division of EnvironmentCanada for over 30 years. His specialities include: spill dynamics and behaviour, spill treating agent studies, remote sensing and detection,

    and in-situ burning. The 2nd

    edition of his book, Basics of Oil Spill Cleanup, was published this year.

    Moderator: Peter Wells, Dalhousie University and International Ocean Institute-Canada

    11:30 - 11: 50 CZC 2010 DECLARATION AND CALL TO ACTION: Grant Gardner, President, Coastal Zone Canada Association

    11:50 - 12:00 INVITATION TO COASTAL ZONE CANADA 2012, RIMOUSKI, QUBEC: Gilles Tremblay, Fisheries and Oceans Canada

    12:05 CONFERENCE CLOSING

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    The Role of Sufficiency EconomyPhilosophy in Poverty Alleviation:A Preliminary Exploration in

    Coastal Thailand

    Ratana Chuenpagdee

    International Coastal Network

    Memorial University

    Kungwan Juntarashote

    Coastal Development Centre

    Kasetsart University

    Coastal Zone Canada 2010, Charlottetown, PEI, July 28, 2010

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    Unravelling the Vicious Circle: Poverty

    Alleviation and Sustainable Livelihoods inSmall-scale Fisheries (POVFISH)

    What affects poverty?

    How people cope?

    What are governanceresponses?

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    First questions about poverty What is poverty?

    Is there poverty in fishing communities? What does it look like?

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    The official definitions

    Poverty is the lack of basic human needs, suchas clean water, nutrition, health care, education,clothing and shelter, because of the inability toafford them;

    Relative poverty is the condition of having fewerresources or less income than others within asociety or country, or compared to worldwideaverages;

    Narayan et al. 2000. Voices of the Poor askthe poverty experts, which are the 3 billion poorpeople in the world.

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    Four study sites in Thailand

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    Data collection

    Provincial level information about poorfishing villages;

    Visited with the village heads to validate

    by asking to compare poverty level withother villages;

    Interviews with 24 randomly selected

    fishers in the villages identified as poor;and

    Two focused group discussion.

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    What is poverty?

    Lack of opportunity for education;

    Lack of capital (for fishing investment);

    Lack of land ownership; Lack of family planning; and

    Inability to save money

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    Do you think youre poor?

    there is always food from the sea. Some days

    we catch more fish, some days we catch less,

    some days we cannot go fishing [because of the

    weather], but we dont need to buy food, sowere always okay.

    .were not rich, were not poor. We have

    enough to get by and were satisfied

    when we have less money, we spend less. If we

    have more money, we may buy [a truck]...

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    The sufficiency economy

    philosophy If one is moderate in ones desires, one

    will have less craving. If one has less

    craving, one will take less advantage ofothers. (King Bhumibol 1988).

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    Sufficiency philosophy in context

    Implies a moderate and reasonable path to

    pursuing economic development while keeping

    with the globalized world; and

    Refers to a production system (capture fisheriesand aquaculture) that produces enough food to

    satisfy the dietary need of the household and

    with sufficient amount of excess supply that can

    be sold locally to avoid high transportation costsand to minimize dependency on outside buyers.

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    Analytical approach:

    The chain analysis of poverty

    (From Fish for Life, Kooiman et al. 2005:17)

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    Key threats at the pre-harvest stage

    (natural ecosystem)

    Declining ecosystem health (due to factors

    such as overfishing, habitat destruction,coastal development, population growth,

    pollution, etc.); and

    Unfavorable and extreme weatherconditions (Ranong and Krabi were

    affected by the Indian Ocean Tsunami).

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    Mangrove reforestation and environmental

    education program in Chantaburi

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    Key factors affecting fishers livelihoods

    at the harvest stage

    Increasing fishing effort;

    Strong competition andgear conflicts;

    High cost of fishing; and

    Use of illegal fishinggears and destructive

    fishing practices.

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    Community-based fishery management

    project in Prachaub Khirikhan

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    Key features facilitating sufficiency at

    the post-harvest stage

    Generally good relationship with local

    middle-person/money lender; and

    Reasonable infrastructure (roads andmobile phone) providing good access to

    markets and resulting in competitive

    prices.

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    Community cooperative fish market

    in Krabi

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    Very poor Not poor Poor but

    sufficient

    Distribution of Thai small-scale fishers

    according to the level of poverty

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    Thank you for your attention.

    http://www.innovation.ca/index.cfm
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    Presentation by: Jennifer Graham, Ecology Action Centre

    Living by our wits: Linking

    Adaptation and coastal policy

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    Overview

    Living by our wits

    Example?

    Coastal policy

    Losing our witsClever like foxes

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    http://www.facebook.com/photo.php?op=4&view=global&subj=112019505506379&pid=6059435&id=603730010&oid=112019505506379
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    How do we live by our wits? The Government

    isnt going to help

    you until pigs fly;were going to haveto help ourselves

    Use what weve got

    Try new approachesBe sneaky, be

    subversive

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    Adaptation opportunities for

    municipalities 12 municipalities

    Councils and

    Planning Advisorycommittees

    Resource sheets as

    follow upwww.ecologyaction.

    ca/content/coastal-

    issues

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    The basicsWhats going on?

    Four adaptation

    principles Range of options from

    low to high tech

    It is possible; realexamples

    Discussion

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    Municipalities and climate change

    How will be affected:

    Rising costs ofdamaged

    infrastructure Protection and repair

    Public safety

    Water quality andsewage

    Liability

    Public expectation

    Flooding at Lockeport (2009)

    Road washed out Western Head (2009)

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    Rising Costs from natural disasters

    Hurricane Juan (2003) : over$100 million in damages

    Beaubasin, NB, stormsurge (Jan 2000): $1.6 millionin damages

    Our industry is liable by contractto assume risks before we know

    what they are. A changing climateposes a particular challenge asfuture weather-related risks areestimated based on historicaltrends which are no longer goodindicators; (Tremblay, IBC 2008)

    Road washed out St. Margarets Bay

    Flooding at Barrington

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    Trying to stop the change...

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    ....makes it everybodys problem

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    The sea always wins.

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    What is province doing? Sustainable Coastal

    Development Strategy(publicconsultation May/June 2010)

    Draft NS Water Strategy(stakeholder consultation May/June 2010)

    Atlantic Regional AdaptationCollaboration (ACAS)

    Integrated CommunitySustainability Plans (ICSP)

    Flooding at Peggys Cove (2009)

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    Adaptation principles1. Public safety

    2. Ensure water quality and quantity

    3. Protect buildings and roads

    4. Let the coast do the work

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    1. Public safetyAdaptation measure Relevance to Climate Change Example

    Low Identify known flood

    risk and erosion areas

    Reduces infrastructure losses

    and human safety risks of sea

    level rise, storm surge and

    flooding

    Annapolis

    Royal,

    Antigonish

    Med Develop emergency

    measures plans

    Proactive planning and

    capacity building addressing

    specific needs of community

    increases resilience and ability

    to respond to extreme climate

    events and flooding

    Annapolis

    Royal,

    Colchester

    County

    High LIDAR Flood risk

    mapping

    Can give detailed information

    about flood risk areas, and

    vulnerability assessments

    Truro, HRM,

    PEI, NB

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    ExampleAnnapolis Royal flood risk mapping (low- tech solution)

    town partnered with CARP(Clean Annapolis River Project)

    Combined: scientific projectionsof sea-level rise + topographymaps + models of tidal flowthrough high tide conditions

    Identified potential risk zonesfor tidal surge flooding

    From: Adapting to Climate Change inAtlantic Canada. What Organizations AreDoing Today to Prepare for Tomorrow (2010)

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    2. Ensure water quality and quantity

    Adaptation measure Relevance to Climate

    Change

    Example

    Low Education of

    public/homeowners

    Builds knowledge base,

    support and capacity todeal with climate

    change impacts

    Kings County Lakes

    water quality + HRMNaturally Green

    Newsletters

    Med Storm water

    management to

    encourage absorption

    and recharge

    Minimizes pollutant and

    nutrient overloading of

    coastal waters, slow

    down runoff

    HRM (planning on

    doing one) Toronto,

    Seattle

    High Mandate or provide

    incentives: septic tank

    pump outs and repairs,

    water harvesting

    Can minimize runoff

    and pollution of coastal

    waters

    City of Guelph,

    IBC/Wingham Pilot

    project, Lunenburg

    new bylaws

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    Example.Incentives and Rebates:NS Environment Home Environment AssessmentProgram (2006-2010) (rebates for pump outs, grants for repair of septicsystems)

    City Guelph, ON (2010) offers rebates and grantsfor several water saving devices(i.e. $2000 rebate towardpurchase and installation of home rainwater harvestingsystems)

    The IBC/Wingham ON Rain BarrelPilot Project (2010) offers 3000 free rainbarrels toresidents to reduce water runoff and sewer backups)

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    Buffer examples.Setbacks no build zones

    Kings County: no removal vegetation inlakeshore setbacks (65)

    HRM: 30m from all water bodies(ocean, wetland, watercourse); 60m inCow Bay (highly erodible zone); 2.5m

    vertical setback

    Rolling Easements allow for anytype of land use activity except forholding back the sea

    Vegetative buffer

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    Incorporating the coast in

    redevelopment...

    Existing ferry terminal

    Project: renovation ofPerkpolder, a ferry terminal

    in the Netherlandshttp://www.comcoast.org

    Artist impression of potential redevelopment

    http://www.comcoast.org/http://www.comcoast.org/
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    4. Let the coast do the work

    Adaptation measure Relevance to Climate

    Change

    Example

    Low Plant more vegetation

    along waterways and

    throughout region

    Stabilization of shoreline

    protects from storm surge

    and erosion, and

    absorption of runoff

    Dune stabilization

    Sable Island

    (marman grass)

    Med Allow coastal habitats

    to migrate (through

    setbacks, easements,

    land purchases, landexchanges

    Living coasts allow for

    natural protection against

    sea level rise, storm surge,

    flooding

    Ducks Ultd: doing

    no maintenance of

    coastal

    empoundments,NSNT,

    High Coastal realignment

    of engineered

    structures - salt marsh

    restoration

    Restores living habitat to

    protect from sea level rise,

    reduce negative effects of

    armouring

    Cheverie, NS

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    Example

    Original culvert

    Replacement culvert

    Saltmarshafter

    restoration

    Cheverie Creek: Salt Marsh Restoration

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    How to choose?Technical considerations

    Cost (of doing something

    versus doing nothing)Benefits

    Capacity

    Implementationconsideration

    Erosion warning Pugwash

    Weymouth flooding Jan 2010

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    Making the Leap to coastal policy

    Manage to protect coastal features, shoreline processesand diversity

    Put some regulations in place

    Set some provincial minimum land use standards i.econsistent zoning, setbacks

    Put one department in charge i.e clear lead forpermitting

    Clarify the role of municipalities and everyone else

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    Realistic coastal management

    To protect and maintaincoastal diversity, integrity,and shoreline processes

    since this will ensure thatour coast can protect,nourish, employ, andentertain Nova Scotians

    into the future.

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    trying to stop the sea

    Overtopping dyke in Avonport

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    letting the coast do the work

    Dyke near Noel, protected by salt marsh

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    Obstacles Coastal management is

    too complicated Coastal management is

    bad for the economy

    Coastal management is

    too expensive Its not that bad.

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    The coast is what it is

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    The bureaucracy is complicated

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    Regulatory clutter..

    Municipal

    Regulationof land use,municipal

    planningstrategies,bylaws

    Federal

    DFO: FisheriesAct, Oceans Act

    Parks CanadaTransport:navigable waters

    EnvironmentCanada: clean

    water, pollutionprevention

    CEAA

    Provincial

    DNR: Crown land management,protected beaches, species at riskDEL: watershed management, water

    quality, wetlands designation,environmental assessment, wildernessprotection & areas, nature reservesDOAF: inland fisheries, inland waters,aquacultureTC&H: Nova Scotias coastal landscape

    and history, a marketing brandDOTPW: infrastructureDOE: wind, tidalSNSMA: Municipal Government ActED: coastal enterprises, aquaculture, fishprocessing

    Finance: ROI, taxation

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    Healthy coasts create jobs, tourism, and

    encourage appropriate development

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    Bad development costs money,

    jobs, reputation

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    Cost of doing nothing .

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    Be prepared for FAQ

    Is it fair?

    Is it expensive?

    Will it frighten

    investors? Is it defensible?

    What about propertyrights?

    Is it easy to explain?

    Is it user-friendly ?

    Is it enforceable?

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    Clever like foxesDeclare your true colours

    Help your friends

    Ask for helpHelp the coast

    Be watchful, be prepared

    Be strategicBe bold

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    Asked big questions; made big

    difference

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    Planning Coastal Infrastructure Under Conditions of Sea

    Level Rise and Climate Change

    Mike Davies

    Dane Wiebe

    Neil MacDonald

    John Charles (Halifax Regional Municipality)

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    The Halifax Shoreline

    4 sites (Point Pleasant Park, Northwest Arm, Cow Bay, Salt Marsh Trail)

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    Issue

    Halifax Regional Municipality (HRM) developing aptation response to climate

    change

    Triggered (in part) by recent storms (Juan, Noel...)

    HRM has been engaged in the development of a planning level response to

    climate change and relative sea level rise.

    Infrastructure >100 yrs old (30cm+ RSL)

    Looking forward, HRM wanted to evaluate the risk that existing and future

    infrastructure will be exposed to under scenarios of rising sea levels.

    Building on the success of the studies by HRM and AGC on mapping flooding

    levels under various sea level rise scenarios, Coldwater was engaged to

    assess existing structures and provide guidance for future works.

    In addition to developing specific design recommendations, our scope included

    evaluation of existing structures and a broad assessment of the long-term

    prognosis for these facilities.

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    Sir Sandford Fleming Park The Dingle

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    Developed in 1925

    Horseshoe Island

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    Originally built 1986, repaired 1993, 2003

    Regatta Point

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    Conditions

    Total of 2,175m of seawall

    Crest elevation and construction varies

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    Conditions

    Failure mechanisms include:

    Wave overtopping, flooding, path erosion Stone wall damage

    Berm damage

    Geotechnical instability

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    Design process

    Design needs to address elevation and geometry with respect to flooding (wave

    overtopping and inundation).Needs to address structural stability under storm attack

    Needs to be geotechnically stable

    Needs to preserve aesthetic while providing functional performance

    Key question: What elevation???

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    Storm water levels

    Table 2-2 Scenarios used in present analysis as per Forbes et al, (2009)

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    IPCC-based sea level rise scenarios (Forbes et al 2009)

    Scenario Rate

    (m/century)

    Description

    0 0 No sea level rise

    1 0.32 No acceleration of sea level rise, rate continues at

    observed historic rate for Halifax (0.157 crustal

    subsidence plus 0.163 sea level rise)

    2 0.73 IPCC AR4 upper-limit projection of SLR for the A1F1

    emission scenario (0.157 crustal subsidence plus 0.57

    sea level rise)

    3 1.46 Upper limit estimate of SLR from Rahmstorf (2007)

    (0.157 crustal subsidence plus 1.30 sea level rise)

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    Water levels

    Regatta

    Dingle

    Horseshoe

    -1.5

    -0.5

    0.5

    1.5

    2.5

    0.00 0.05 0.10

    SWL(m,CGDV28)

    Probability (SWL)

    Probability of the SWL

    2109

    2009

    1928

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    Wave climate

    Spectral wave transformation model

    (SWAN)

    Using offshore wave statistics

    based on Halifax wave gauge and

    MSC50 hindcast

    Local winds used based on

    measurements from Shearwater

    and McNabs Island

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    Increasing storminess?

    Annual maxima from field measurements of offshore waves (combined

    MEDS037-C44258 dataset)

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    1970 1975 1980 1985 1990 1995 2000 2005 2010

    Hs

    (m)

    C S

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    CIAPS

    Coastal Infrastructure Planning System

    Computes likelihood of failure of a structure over timeUses probabilistic descriptions of waves and water levels under scenarios of

    changing sea levels

    Joint-probability of waves and water levels (mutlivariate extreme value

    distributions)

    Incorporates the risk associated with all events that may cause damage, not just

    prescribed design events.Allows cost optimization based on a combination of capital and maintenance

    (repair) costs

    Th St ti ti f th P bl

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    The Statistics of the Problem

    Eff t f i i l l

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    Effects of rising sea levels

    It bit li t d

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    Its a bit complicated...

    C t ti i ti

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    Cost optimization

    O ti i ti f t l ti

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    Optimization of crest elevation

    e.g. dry stone seawalls with asphalt path for Site 3 under SLR scenario 2

    C B C

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    Cow Bay Causeway

    T i l i t ll

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    Typical winter swell

    C B

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    Cow Bay

    Figure 1 Armour layer of Cow Bay causeway revetment Figure 2 Seaweed on landward side of Cow Bay

    causeway revetment

    Lidar data

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    Lidar data

    Optimization

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    Optimization

    $-

    $50,000

    $100,000

    $150,000

    $200,000

    $250,000

    $300,000

    $350,000

    $400,000

    $450,000

    $500,000

    5.50 5.70 5.90 6.10 6.30 6.50

    Revetment Elevation (m, CGVD28)

    Maintenance Cost

    Capital Cost

    Total Cost

    $175,000

    $180,000

    $185,000

    5.80 5.90 6.00 6.10

    Revetment Elevation (m, CGVD28)

    Conclusions

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    Conclusions

    Joint extreme value analysis is messy but necessary

    Risk analysis and life-cycle cost design preferable to a design storm

    CIAPS (temporally evolving joint probability extreme value statistical analysis

    techniques) applied successfully at Northwest Arm, Cow Bay and Salt Marsh

    Trail

    Northwest Arms seawalls (using dry stone wall masonry) can be re-built butneed to be aware of the engineering design principles

    Cow Bay causeway design has been accepted for construction

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    Sea-level Rise Studies in the

    Maritime Provinces:What have we learned and

    where are we going?

    Kyle McKenzie

    Nova Scotia Department of Environment

    Climate Change Directorate

    Coastal Zone Canada 2010

    Charlottetown, P.E.I.

    July 28, 2010

    Fortress of Louisbourg

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    g

    Parks Canada

    Annapolis Royal Potential Tidal Surges

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    Annapolis Royal - Potential Tidal Surges

    Courtesy of CARP (Clean Annapolis River Project)

    Source: 1980 1:2000

    LRIS mapping - 2

    metre contours

    Coastal Impacts of Climate Change

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    p g

    and Sea-Level Rise on P.E.I.

    Natural Resources

    Canada, 2002

    Environment Canada, 2001

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    quantify the impacts of sea-level rise, storm

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    q y p ,surge, and coastal erosion in the context ofclimate change

    determine how sea-level rise and future stormevents will impact critical habitat and species atrisk

    support sustainable management, community

    resilience and the development of adaptationstrategies

    Storm Surge Return Periods

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    Storm Surge Return Periods

    Pointe-du-Chne, N.B.

    Sea Level Rise New Results

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    Sea Level Rise New Results

    Dr. Don Forbes, Natural Resources Canada

    Site vertical

    motion(cm 2000-

    2100)

    RSL

    (cm 2000-2100)

    Cape Jourimain 15 5 59 35

    Shemogue 13 5 57 35

    Cap-Pel 12 5 56 35

    Shediac 10 5 54 35

    Bouctouche 9 5 53 35

    Kouchibouguac 7

    5 51

    35Escuminac 6 5 50 35

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    Science input to the Halifax Harbour Plan

    Create DEM using LiDAR

    Define storm flooding hazards

    Identify future sea-level rise & flooding risk

    Map future flood hazard zones

    Conduct vulnerability analysis

    Define adaptation options

    Apply results into the draft harbour plan

    (Charles, Wells, Manson,

    and Forbes, 2009)

    Pictou Nova Scotia

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    Pictou, Nova Scotia

    Community Adaptation Workshops

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    Community Adaptation Workshops

    Atlantic Climate Adaptation Solutions

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    Atlantic Climate Adaptation Solutions

    Approach

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    high tech

    low techbig budget

    small budget

    regional

    local

    projections vulnerability

    new data

    existing data

    science

    policy

    experts

    citizens

    Approach

    ?

    Conclusions

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    Conclusions

    Science doesnt sell Better visuals

    Mapping the right things

    Growing awareness of the problem Increasing demand for solutions

    Lots of approaches

    Suit the end user

    Money isnt always the answer

    Lots of opportunity for further study

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    Integrating climate change adaptationi t i d t l t i

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    into marine and coastal management in

    North America

    Rachel M. Gregg

    EcoAdapt

    July 28, 2010

    Project Background

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    Proposal submitted to Gordon and Betty MooreFoundation in 2008; grant awarded in November 2008

    Proposal components:Synthesis

    Compilation of observed and projected climate change impacts and a state of

    adaptation action for marine and coastal resources in North America.

    Outreach and Support

    Networking, training, and guidance for individuals/groups from government

    agencies, universities, the private sector, NGOs, and the broader community

    interested and engaged in adaptation.

    Knowledge Sharing

    The Climate Adaptation Knowledge Exchange (CAKE), an interactive online tool that

    provides a georeferenced database, advice columns, virtual library, and more to link

    information and adaptation players

    The Process

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    The Process

    Preparation Contact list

    Codes/Interview guide

    Collection & management Interviews/Surveys Case Studies

    Dissemination Synthesis report

    CAKE

    Synthesis Report

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    Synthesis Report

    Observed, expected, and possible manifestationsof climate change on marine and coastal systems1. Changes in air and water temperatures

    2. Sea level rise

    3. Changes in precipitation patterns

    4. Altered ocean and atmosphericcirculation

    5. Changes in water chemistry

    Theory and practice of adaptation approaches

    Case Study Categories

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    Case Study Categories

    1. Natural Resource Management andConservation

    2. Capacity Building

    3. Infrastructure, Planning, and Development

    4. Governance and Policy

    Common Barriers

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    Common Barriers

    Lack of economic resources andbudgetary constraints

    Lack of institutional support, governance, and mandates totake adaptation action

    Lack of institutional capacity and guidance on how to takeaction

    Lack of key information on local and regional specific climateprojections, and tools to support assessments and monitoring

    Uncertainty about risk and vulnerability

    Lack of awareness, stakeholder support, and engagement,including climate skeptics, climate change deniers, andpolitical opposition

    Project Trends

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    Assessments of vulnerability of and risk to natural resources

    and communities

    Scientific research on climate change with policy implications

    for adaptation

    Integration of climate change concerns in the development

    and implementation of committees and plans

    Trends (cont)

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    Integration of climate change and its effects into

    programmatic and collaborative approaches to

    research, management, and planning

    Incorporation of information on the effects of

    climate change and approaches to adaptation into

    outreach and education efforts Restoration and protection of ecosystems to increase

    resilience and reduce vulnerability to climate change

    http://www.cakex.org

    http://www.cakex.org/http://www.cakex.org/
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    Case Studies

    Georeferenced

    Databse

    Text search

    Tools

    Virtual Library

    Directory

    Community

    Building

    Original

    Content

    You can use CAKE in a number of ways to find the people and information you

    need. You might start with a question about a particular impact of climate

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    What can I do about sea level rise?

    Find a case study to help you develop ideas

    g q p p

    change

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    Search in case

    studies for the

    text sea level

    rise British

    Columbia

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    Read moreabout a

    particular

    case study

    and find the

    appropriate

    contact

    Or you might be interested in a particular management problem

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    Whats a water manager to do?

    How can I find other management plans to get mestarted?

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    Search in the virtual library for watershed management plans

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    Get details on a

    particular library

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    particular library

    item and

    download it, or

    Read aboutcase studies

    associated

    with that item

    Or you can search by

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    the map on the home

    page

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    Or you can text

    search by your

    locale

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    Or you can

    combine a

    text and

    map search

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    Or you can use keywords and

    tags to find similar projects

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    Next Steps

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    p

    Interim synthesis report now available on CAKE

    Whats next

    Phase 2 of interviews,

    surveys, and case studies;

    Western expansion

    Outreach events

    Final report

    The Integration of Ground Based and Airborne LaserScanning for Coastal Zone mapping

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    Tim Webster

    Applied Geomatics Research Group

    Centre Of Geographic Sciences Nova Scotia Community College

    Outline Coastal issue from climate change

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    Traditional approach to erosion monitoring

    Surface processes dunes, glacial till banks(unconsolidated sediments) & cliffs

    Historic Air photo planimetric analysis, Joggins

    LIDAR & shoreline mapping

    Limitation of airborne LIDAR & cliffs

    Joggins fossil world heritage site LiDAR scans

    Glacial till bank repeat surveys, Antigonish

    Conclusions

    Dunns Beach, DNR photo

    Sea level rise & climate change Relative sea level rise = global sea level & crustal

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    Relative sea-level rise = global sea-level & crustal

    motion, tide gauge shows 32 cm/century past 100 yrs

    Crustal subsidence estimated at 20 cm/century

    Global sea-level rise refer to IPCC report 4

    Estimate a range18 59 cm/century ?

    *

    *

    **

    Traditional RS Approach to Monitor Erosion

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    Multi temporal air

    photo interpretation

    Surfaces of the coast are very different

    D t l li f ith ffi i t l t l

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    Dune system low relief with sufficient lateral

    extent, ideal for repeat airborne LiDAR surveys

    (seasonal vegetation maybe an issue)

    Unconsolidated sediments bank moderate to

    high relief with reduced lateral extent (steep to

    moderate slopes), airborne LiDAR OK Cliffs high relief with minimal lateral extent,

    airborne LiDAR does not resolve vertical face

    well and prone to ground classification errors

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    January 2005, till bank after a storm cut vertical

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    June 2005, till bank after freeze thaw slumping

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    No details on the vertical cliff face

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    Joggins

    Study

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    Study

    Area

    Digital

    Surface

    Model(all points)

    Digital

    Elevation

    Model

    (ground points)

    Joggins Previous Erosions Study

    1964 & 2005 i h t

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    1964 & 2005 air photoanalysis (Bezanson report)

    Erosion rates of 12 50cm/year from photos

    2.8 m RMS error on

    photos (=rate diff. of 7cm/yr)

    Challenge of goodrectification of old photos

    Consistent interpretation offeatures ie. Coastline

    Shoreline appears offset ininset C & D

    ILRIS Ground based LIDAR40o x 40o Field Of View

    Eye safe laser

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    y

    GPS (cm precision) Scan Targets

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    Fossil

    Tree

    Trunk

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    Data packaged in IVS for visualization, Free viewer

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    Now have a set of base information to monitor future change

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    Decade scale measurements & averages

    from episodic events & processes

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    Unconsolidated sediment bank shoreline

    Similarmethod

    Of RTK

    GPS

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    GPS

    Targets

    within the

    ILRIS

    scan for

    geocoding

    Antigonish: ILRIS

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    Antigonish: ILRIS

    October 30, 2009

    Repeat ILRIS scans observed from identical vantage points

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    April 23, 2009

    Two dimensional cross-section of repeat ILRIS scans

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    October 30, 2009

    April 23, 2009

    1 m

    Overhang

    Easy to calculation the volume of sediment removed

    thus providing information for sediment budget forthat literal cell

    Challenging to track specific objects between scans

    Using total station to collect random

    Modifying the field collection method

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    g

    shots for independent check ofILRIS scan geocoding

    Using permanent targets for better

    Modifying the field collection method

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    g p g

    temporal scan alignment and smalltargets to track movement vectors

    Conclusion Traditional phogrammetric techniques for shoreline

    h l id ti d t lt

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    change only provide a time averaged rate as a resultof an episodic process (storm & season related)

    Ground based static LiDAR scans capture thevertical features and can be done for frequently

    Geocoding of the scans is challenging and laborious,mobile mapping systems could solve this

    Repeat surveys allow precise measures of volumeloss and insights into the process

    However, tracking features between scans is difficult

    Modified our field methods to include permanentand tracking targets to address these issues

    Acknowledgements:Nathan Crowell (Antigonish study),Danik Bourdeau, Kate LeBlanc, Stephanie Rogers (Joggins)

    and other students at AGRG for recent fieldwork

    The role of current-induced erosion

    in the recent proliferation

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    in the recent proliferation

    of coastal protection structuresalong Carron Point in New Brunswick

    Dominique Brub1, Serge Jolicoeur 2,

    Stphane OCarroll2 and Marc Desrosiers1

    1 New Brunswick Department of Natural ResourcesGeological Surveys Branch, Bathurst Office

    2 University of Moncton

    Department of History and Geography, Moncton Campus

    Carron Point:

    is located at the mouthof Bathurst Harbour

    mailto:[email protected]
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    of Bathurst Harbouron the north shore

    of New Brunswick

    is part of a 12 km longsand spit system;the longest one

    on the north shore

    of the province

    New Brunswick

    Carron Point:

    is a 1 6 km long sand spit

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    is a 1.6 km long sand spitcharacterized by a forested dune

    and 40 hectares of salt marsh

    has a development density of35 cottages or homes

    per kilometer of coastline

    2007

    In the early 2000s, residents from the proximal section of

    Carron Point Spit met with government representativesto find a solution to their coastal erosion problems

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    to find a solution to their coastal erosion problems.

    The residents were especially concerned about themigration of the Bass River tidal inlet and its erosive currents.

    Bass Rivertidal inlet

    Coastal erosionalong tidal inlet

    The residents wanted the government to approve and funda dredging project to relocate the tidal inlet

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    Baie deNepisiguit

    Bay

    1996

    Carron Point

    Seawall and Dune

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    Storm surge of

    October 29, 2000

    Road and Marsh

    Calculating rates of coastline changeusing historical air photos and CARIS GIS

    Youghall Beach Project: NBDNR & MAU (2003 2004)

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    Youghall Beach Project: NBDNR & MAU (2003-2004)

    Beresford Beach Project: NBDNR & NBCC (2003-2004)

    Carron Point Project: NBDNR & UdeM (2006-2007)

    Mean annual rate of coastline change in the proximal sectionof Carron Point Spit between 1939 and 1974:

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    1939-1974

    +0.10 m/yr

    Mean annual rate of coastline change in the proximal sectionof Carron Point Spit between 1974 and 2007:

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    1974-2007

    +0.12 m/yr

    Distance between the distal end of Bass River Barand proximal section of Carron Point Spit: 1125 m

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    Distance between the distal end of Bass River Barand proximal section of Carron Point Spit: 1090 m

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    Distance between the distal end of Bass River Barand proximal section of Carron Point Spit: 820 m

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    Distance between the distal end of Bass River Barand proximal section of Carron Point Spit: 535 m

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    Distance between the distal end of Bass River Barand proximal section of Carron Point Spit: < 50 m

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    Distance between the distal end of Bass River Barand proximal section of Carron Point Spit: 466 m

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    Carron PointJune 14, 2005

    Total length ofcoastal armouring

    in the proximal section

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    Carron PointOctober 17, 2008

    of Carron Point Spit

    1939: 0 m

    1944: 0 m

    1953: 29 m

    1966: 0 m

    1971: 0 m1974: 0 m

    1979: 0 m

    1985: 0 m

    1996: 0 m2002: 258 m

    2007: 428 m

    2009: 644 m

    Monitoring the impact of coastal protection structureson adjacent coastal lands using a RTK GPS

    (UdeM & NBDNR Project: 2008-2010)

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    (UdeM & NBDNR Project: 2008 2010)

    Carron PointOctober 17, 2008

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    Conclusions

    Our photogrammetric study confirmed that the recent erosion problemsin the proximal section of the spit were mainly caused by tidal currents;

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    in the proximal section of the spit were mainly caused by tidal currents;

    Our GPS surveys has not yet confirmed that the coastal protectionstructures have a negative impact on the down drift properties;

    As proposed by the residents, a dredging project could be undertakento relocate the tidal inlet closer to the mouth of the river.

    Bass River Bar2002

    Thank you! Questions?

    D i i B b (P G )

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    Dominique Brub (P.Geo.)

    Coastal geomorphologist

    New Brunswick Department of Natural ResourcesGeological Surveys Branch

    [email protected]

    Tel : (506) 547-2070; Fax : (506) 547-7694

    495 Riverside DriveBathurst (NB), Canada, E2A 2M4

    orP.O. Box 50

    Bathurst (NB), Canada, E2A 3Z1

    mailto:[email protected]:[email protected]:[email protected]
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    Overview

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    Introduction to oil and oil spills

    Behaviour

    CountermeasuresWhats new

    Concerns for Drilling

    Oil Spill Sources

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    p

    Are a frequent event in the world

    Most occur on land

    Oil in sea - mostly from seeps and urbanrunoff

    Tanker accidents less than many other

    sourcesNote that the largest have come from

    offshore drilling or war

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    Largest Five Spills

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    No Year Ship/Incident Country Tons (X103)

    1 2010 Deep Water Horizon United States 850

    2 1991 Gulf war Kuwait 800

    3 1979 IXTOC blowout Mexico 470

    4 1979 Atlantic Empress/Aegea Off Tobago 287

    5 1992 Oil well blowout Uzbekistan 285

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    Top 20 continued

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    No Year Ship/Incident Country Tons (X103)

    6 1993 Oil platform blowout Iran 270

    7 1983 Castillo de Bellver South Africa 260

    8 1991 ABT Summer Off Angola 260

    9 1978 Amoco Cadiz France 223

    10 1991 Haven Italy 144

    11 1980 Oil well blowout Libya 140

    12 1988 Odyssey Off Canada 132

    13 1967 Torrey Canyon England 119

    14 1972 Sea Star Oman 115

    15 1981 Storage tanks Kuwait 110

    16 1971 Texaco Denmark Belgium 107

    17 1994 Pipeline rupture Russia 105

    18 1976 Urquiola Spain 100

    19 1978 Pipeline rupture Iran 100

    20 1980 Irenes Serenade Greece 100

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    Background to Oil-in-the-Sea

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    US NAS has studied the inputs, behaviourand fate of oil since the first report in 1975

    Updated in 1985

    2002 update

    Purpose: to look at where oil in the seacomes from, where is it going and what

    does it affect

    Summary of Inputs

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    Natural Seeps

    49%

    Oil Transport

    12%

    Consumption

    39%

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    Overview of Inputs

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    Tanker inputs exceed non-tank vessel spills

    Operational discharges exceed spills from

    ships by a factor of 20Natural seeps are largest single input but

    have much less effect than spills

    Land-based runoff still a large source

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    Oil Composition

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    Important - because it dictates properties

    and behaviour

    Most spills have quite different behaviours

    because of oil composition differences

    Example Gulf oil spill because of

    composition and sub-sea release formed

    water-in-oil emulsions

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    Group Compound class Gasoline Diesel Light Crude Heavy Crude IFO Bunker C

    Saturates 50 to 60 65 to 95 55 to 90 25 to 80 25 to 35 20 to 30

    alkanes 45 to 55 35 to 45

    cyclo-alkanes 5 30 to 50

    waxes 0 to 1 0 to 20 0 to 10 2 to 10 5 to 15

    Olefins 5 to 10 0 to 10

    Aromatics 25 to 40 5 to 25 10 to 35 15 to 40 40 to 60 30 to 50

    BTEX 15 to 25 0.5 to 2.0 0.1 to 2.5 0.01 to 2.0 0.05 to 1.0 0.00 to 1.0PAHs 0 to 5 10 to 35 15 to 40 40 to 60 30 to 50

    Polar Compounds 0 to 2 1 to 15 5 to 40 15 to 25 10 to 30

    resins 0 to 2 0 to 10 2 to 25 10 to 15 10 to 20

    asphaltenes 0 to 10 0 to 20 5 to 10 5 to 20

    Metals 30 to 250 100 to 500 100 to 1000 100 to 2000

    Sulphur 0.02 0.1 to 0.5 0 to 2 0 to 5 0.5 to 2.0 2 to 4

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    Light Heavy Intemediate Crude Oil

    Property Units Gasoline Diesel Crude Crude Fuel Oil Bunker C EmulsionViscosity mPa.s at 15

    oC 0.5 2 5 to 50 50 to 50,000 1000 to 15,000 10,000 to 50,000 20,000 to 100,000

    Density g/mL at 15oC 0.72 0.84 0.78 to 0.88 0.88 to 1.00 0.94 to 0.99 0.96 to 1.04 0.95 to 1.0

    Flash PointoC -35 45 -30 to 30 -30 to 60 80 to 100 >100 >80

    Solubility in Water ppm 200 40 10 to 50 5 to 30 10 to 30 1 to 5 -

    Pour PointoC NR -35 to -10 -40 to 30 -40 to 30 -10 to 10 5 to 20 >50

    API Gravity 65 35 30 to 50 10 to 30 10 to 20 5 to 15 10 to 15Interfacial Tension mN/m at 15

    oC 27 27 10 to 30 15 to 30 25 to 30 25 to 35 NR

    Distillation Fractions % distilled at

    100oC 70 1 2 to 15 1 to 10 - - NR

    200oC 100 30 15 to 40 2 to 25 2 to 5 2 to 5

    300oC 85 30 to 60 15 to 45 15 to 25 5 to 15

    400oC 100 45 to 85 25 to 75 30 to 40 15 to 25

    residual 15 to 55 25 to 75 60 to 70 75 to 85

    Where to Get Oil Properties?

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    www.etc-cte.ec.gc.ca

    Web site has about 500 oils for free!!!

    Very little other data out there

    http://www.etc-cte.ec.gc.ca/http://www.etc-cte.ec.gc.ca/http://www.etc-cte.ec.gc.ca/http://www.etc-cte.ec.gc.ca/
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    Behaviour of Oil

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    Evaporation is the single-most important

    component

    Emulsification is the second most important

    Natural Dispersion

    Dissolution

    Photooxidation

    Sedimentation/interaction with particles

    Biodegradation

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    Emulsion Formation

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    Not much understood until recently

    Old model equations are not correct

    Is somewhat complex and very oilcomposition dependent

    Overview of Stabilization

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    There are two fundamental mechanisms by

    which oil retains water

    (1) Viscosity water cannot coalesce

    (2) Surfactant action of asphaltenes and

    resins chemical action

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    Oil layer issufficiently

    viscous to

    prevent oil

    droplets from

    coalescing

    Surfactant Stabilization

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    Resins and asphaltenes act to stabilize waterdroplets in oil

    Polar constituents reside in the water and

    non-polar in the oil, thus locking up thedroplet

    Asphaltenes form much more stable

    emulsions, but take a longer time to migrateto oil/water interface

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    Types of Water-in-oil States

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    Emulsions two types stable and meso-

    stable (defined by how long they last,

    electric and viscoelastic measurements)

    Entrained simple viscosity-bound water in

    oil lasts only minutes to a few hours

    Unstable oil that simply doesnt hold

    water either way

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    Summary

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    Four water-in-oil states exist: stable andmeso-stable emulsions, entrained andunstable

    The four states are easily distinguished by:colour, appearance, lifetime, rheologicalmeasures

    Each state has a window of starting oilviscosity, density, asphaltene/resin content

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    Natural Dispersion

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    Is known to be very significant with light

    oils in heavy seas

    Several spills large dispersed naturally:

    Braer off Scotland, Ecofisk Bravo blowout

    in Norway

    Heavier oils not subject

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    Dissolution

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    No good model

    Solubility of several oils measured

    Solubility of oils ranges from about 2 to 200ppm most crudes are in range of 20 to 40

    ppm

    Co-solvency is also active

    Needs more research

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    Photooxidation

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    Poorly understood at this time

    Are some old tid-bits of work but may not

    be accurate

    Requires research

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    Sedimentation/Interaction with

    Particles

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    Lot of activity lately but little quantitative

    prediction work

    It is known in several spills that oil has

    often sedimented to a large degree (eg.

    Amoco Cadiz) but no good quantitative

    data at this time

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    Biodegradation

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    Is a remover of diesel and light fractions

    Effect of biodegradation on old spills can beas little as 1 to 2%

    Asphalt and tar do not readily biodegrade

    Biodegradation competitive to evaporation especially C12 to C18

    Long-weathered oil (30 years+) can evenlose biomarkers to degradation

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    Spreading and Movement

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    Oil spreads with sub-surface current and

    about 3% of wind

    Often oil forms in windrows result of

    swell and Langmuir circulations

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    Spill Modeling

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    Is at a fairly advanced state now --- but

    often uses very old algorithms and

    sometimes incorrect old algorithms

    Limitation on accuracy is the accuracy of

    currents and winds data

    Net movement of slickCurrentvectors

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    Scene 2 - About 10 hoursafter spill - with current shown

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    Review of Cleanup

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    Overview

    Booms

    Skimmers In-situ burning

    Dispersants

    Shoreline cleanup

    Overview

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    Cleanup on most spills now comes down to

    booms and skimmers

    Booms and skimmers have in recent years

    cleaned up most spills to large extents

    Little documented use of in-situ burning at

    sea

    Dispersant success a matter of opinion

    Influence of sea and weatherconditions

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    Often only hit and run tactics work - eg. can

    skim in calm weather but then ride out a

    rough period

    Often during a real spill, no opportunity for

    offshore mechanical recovery may arise

    Measures should be worked out to coincide

    with weather

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    Overall boom Considerations

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    Boom capability is at maximum for past 30years

    Current - direct at 0.7 knots

    Many other failure modesCapacity

    Mechanical capabilities

    Deployment platform

    Crew Skill

    Debris

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    Skimmers

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    Little research since the 1980s

    Largely governed by private sector

    But..capability has improved greatly

    Skimmer capacity now about 3 to 10 times

    as earlier

    One example -- Dutch (suction arm)skimmer recovered over 10,000 tons during

    Prestige Spill

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    In-situ Burning

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    Extensive studies in 1990s by EC, USCG,

    USMMS, etc

    Emissions extensively measured on 50

    burns of various oils in variouscircumstances

    Physics, chemistry studied at same spills

    In-situ burning found to be relatively

    quantitative with acceptable emissions

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    Dispersants

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    Are certainly a controversial

    countermeasure

    Are many issues

    One needs to understand how they operate

    Important note dispersants do not cleanup

    the spill nor biodegrade it they

    temporarily relocate oil into sub-surface

    Droplets form with/without dispersants

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    Droplets with dispersants have a

    tendency to stay separated

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    Destabilization

    mechanismsRadiusSub-layerviscosity

    Marangoni circulationSurfactant concentrationSurfactant diffusionAbsorptionDesorption

    Surfactant typeSurfactant chain lengthSteric stabilization

    Surfactant precipitation

    Surface tension

    Ostwald

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    Legend

    Force

    Flux or movement

    Influence

    label

    Electrostatic forceSteric forces

    Capillaryforce

    Film strengthFilm thinningFilm (Gibbs)elasticity

    Film thicknessFilm viscosity

    Hydrodynamicforces

    FlocculationDepletion

    flocculation

    Surfacedeformationforce

    Van der Waals force

    Velocityof approach

    Oscillatory structureInteractions

    Brownianmovement

    ripening

    Doubletformation

    Dissolution

    Bulk DiffusivityMicelle Formation

    Capillary waveThermal fluctuation

    Pulse

    CreamingDroplets are still buoyant

    will rise to surface

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    Initial State After Time

    Coalescence Occurs

    Droplets rise faster

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    Surfactants (dispersants)

    partition out of droplets

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    Net Result

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    All dispersions are unstable

    Oil spill dispersions destabilize and much of

    the oil rises to the surface

    Re-dispersion can minimize this somewhat

    but only for a few hours

    Dispersion half-lives are about 6 to 24 hours

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    Toxicity of Dispersed Oil

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    Most data is still old acute data

    Much of this data is incorrect

    Need much more long-term, sub-lethal and

    specialized studies such as genotoxicity,

    endocrine disruption, etc.

    Also need a lot of realistic studies Gulf

    spill could offer some opportunities

    Other Dispersant Issues

    Bi d d i l i h di

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    Biodegradation claim that dispersantshasten biodegradation probably not 75%

    of recent studies show decrease

    Biodegradation considerations time scale,refractive portions of oil, oleoclasts on

    ocean surface, ionic surfactants known for

    anti-microbial activity

    Effectiveness pick a number! needs

    standard methods and good analytical

    Deep Water Dispersant

    Application

    i i j d ll h d

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    Dispersant was injected at well head

    No scientific studies carried out on results

    but claimed successful

    Was it successful?

    Rise time of volume average droplet if

    deepwater injection successful 72 days

    So how would we know?

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    Shoreline Cleanup

    B d fi h li

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    Based first on shoreline types Bedrock - not sensitive, retentive

    Boulder beaches - variable, retentive

    Pebble cobble beaches - retentive

    Sand-gravel beaches - less retentive

    Sand beaches - less retentive

    Tidal flats - sensitive, not retentive

    Marshes - sensitive, retentive

    Peat/low-lying tundra - sensitive, retentive

    Preferred Cleaning Methods

    M l l

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    Manual removal

    Low pressure, cold flooding or washing

    Mechanical removal

    Sediment re-working

    Sorbents

    Chemical beach cleaners

    Surface-washing agents

    Less-Preferred Methods

    Hi h t

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    High pressure water

    Hot water

    Steam cleaning

    Sand blasting

    Dispersants

    Bioremediation

    Vegetation cutting

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    Shoreline Assessment

    SCAT T

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    SCAT Teams

    Duties include assessing amount of oil,

    depth of penetration, coverage,

    characteristics of oiling, ecological

    resources, human amenities, shoreline

    characteristics, substrate characteristics

    Difficult and time-consuming task

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    Countermeasures Summary

    S ft ll th h b k t

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    So after all the hype we are back to

    picking up the oil on the water or the

    beaches

    In-situ burning useful but far offshore

    Its hard to see progression in time but

    actually the skimmers, shoreline techniques

    have advanced perhaps at least we knowmore of what-not-to-do

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    Current Trends

    Will briefly give some trends as we seen

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    Will briefly give some trends as we seen

    them including progress, research and

    change

    Note on equipment generally littleresearch but some progress made by the

    industry

    eg. skimmers average fleet capacity hasprobably gone up about 10 fold

    Burning

    Most of studies in past 20 years related to

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    Most of studies in past 20 years related to

    emissions, fire-resistant boom and burning

    different types of oil

    Not too much scope for more research,certainly some improvements and filling of

    knowledge gaps

    Shoreline Cleanup

    Some fancier beach cleaner machines used

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    Some fancier beach cleaner machines used

    but actually for cleaning recreational

    beaches from normal debris

    Better idea of what not to do eg. do notuse hot or high pressure water

    Still could use lots of work

    Dispersants

    Need to do fundamental research

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    Need to do fundamental research

    Stop calling promotion research

    Maybe has been overfunded and we should

    put on back burner

    Dispersant Trends

    In past 20 years:

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    In past 20 years:

    Found that toxicity of chemically-dispersed

    oil is severe (about 10 papers) probably

    due to the many aromatics carried into thewater column

    Found that dispersants themselves are

    genotoxic and that they may be endocrine-disrupting

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    Overall

    Certainly need to use the right expertise on

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    Certainly need to use the right expertise on

    the issues of interest no more engineers

    doing biology, and vice versa

    Analytical methods need to be updated tomodern ones

    Funding needs to be more constant

    Other topics

    Remote sensing needs research needsi l i f h l d l d

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    Remote sensing needs research, needsimplementation of technology developed

    over past 20 years

    Modeling fairly mature, but needs to use

    more recent algorithms

    Fate and behaviour studies needs lots

    more fundamental research

    Effect studies woefully inadequate to date

    - needs much more work

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    Toxicity of Oil Itself

    Recent years show that acute toxicity about

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    Recent years show that acute toxicity about

    the same as 30 years ago (if correct),but lower

    But found that oil itself very toxic to

    sensitive life forms such as fish embryosand coral juveniles can be toxic in the

    parts-per-billion

    Seems like the values are going way downfor such sensitive species

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    Toxicity Studies

    Perhaps we need to conduct more long-

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    Perhaps we need to conduct more long-

    term, sub-lethal and specialized studies and

    some of the new emerging studies similar to

    genotoxicity, endocrine-disrupting Certainly there is a need for more studies at

    the molecular level

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    Issues for Offshore Drilling

    Two Major Questions are always:

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    Two Major Questions are always:

    1. What will you do if there is loss of well

    control

    2. How would you deal with any oil

    releases and what would these impact?

    Answers by drilling company

    1 Blowouts are improbable to impossible

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    1. Blowouts are improbable to impossible

    and if this very improbable event occurs

    technology is available to immediately

    control this 2. If any oil were to be released, it could be

    quickly cleaned up or dispersed. Very little

    impact

    Now we know

    That all of the above may be incorrect just

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    That all of the above may be incorrect just

    as we suspected

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    Solutions to this

    Let drilling proceed after preparations are

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    Let drilling proceed after preparations arecomplete

    Well control

    Ensure that procedures etc. enforced on

    drilling rigs

    Ensure that caps, siphons, etc. are available

    and readily deliverable before drilling starts

    Re-evaluate relief well requirements

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    The Lesson of the Deep

    Water Horizon

    Accidents will still happen in this era

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    Accidents will still happen in this era

    Preparedness is not as we hoped

    Ability to deal with a big spill is still a

    challenge

    Many of the proposed countermeasures did

    not live up to their expectations (or sales pitch)

    Improvements over 40 years are only

    incremental

    More Lessons

    Spills are very complicated and have many

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    Spills are very complicated and have manyfacets

    Awareness is always high after such an

    incident and then drops to very little afterabout 4 years

    There still are many gaps some very large

    ones

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