Understanding Floods

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    From December 2010 to January 2011,

    Western Australia, Victoria, New South Wales and

    Queensland experienced widespread ooding. There

    was extensive damage to both public and private

    property, towns were evacuated and 37 lives were

    lost, 35 o those in Queensland. Three quarters oQueensland was declared a disaster zone, an area

    greater than France and Germany combined, and

    the total cost to the Australian economy has been

    estimated at more than $30 billion.

    Since the beginning o 2011, oods have led to major

    devastation and personal tragedy around the world.

    At the same time as the Australian oods, more than

    800 people died in oodwaters and mudslides in

    Brazil and South Arica recorded 70 ood related

    deaths. Many lives have also been lost due to

    ooding in the Philippines, Pakistan and Sri Lanka.

    Most recently, some areas o the Mississippi River

    recorded the worst ooding since the 1930s.

    The Queensland Floods Commission o Inquiry

    was established to investigate the 201011 ood

    disaster. To support this process, we have convened

    a comprehensive panel o technical experts, rom

    across Australia and internationally, to provide

    scientifc and engineering perspectives around oods.

    Our report does not examine the specifc events o

    the recent Queensland oods, but rather ocuses on

    a number o critical, underlying questions relevant

    to oods generally. These questions include: what

    do we mean by a ood; what are the causes and

    consequences; how can we orecast and warn aboutthem; and how do we best plan or oods? We have

    asked ourselves what processes and technologies are

    well utilised, what is not being used eectively, and

    where are the gaps in our understanding.

    Finally, recognising that the science and engineering

    raternity are oten criticised or somewhat inscrutable

    language, this report has been written with more

    general communication in mind. We have ocused on

    clarity and brevity, ounded on rigour.

    I am grateul or the time, enthusiasm and insights

    rom our panel members and other specialists

    we have consulted. Their diverse and extensive

    expertiseand challenging yet collaborative style

    has been vital to the integrity o this report.

    Dr Geo Garrett AO

    Queensland Chie ScientistChairman, Queensland Floods Science, Engineering

    and Technology Panel

    June 2011

    Foreword

    Page

    Introduction .................................................... 3

    Summary......................................................... 4

    Q1: What is a ood?........................................ 5

    Q2: What actors contribute to oods? ............ 9

    Q3: What are the consequences o oods?...... 14

    Q4: How do we orecast oods? ...................... 16

    Q5: How do we communicate and warn

    about oods? ........................................... 19

    Q6: How do we estimate the chance o

    a ood occurring?..................................... 22

    Q7: How do we manage ood risks?................ 25

    Q8: What does the uture look like?................. 29

    Glossary .......................................................... 33

    Acknowledgements ......................................... 35

    Contents

    Copies o this publication are available online

    at www.chiescientist.qld.gov.au

    The State o Queensland 2011. Published by the

    Queensland Government, July 2011. Copyright protects

    this publication. Excerpts may be reproduced withacknowledgement to the State o Queensland.

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    Australia has an extremely variable climate, and

    is truly a land o droughts and ooding rains.

    Throughout Australias long history, the ooddrought

    cycle has been a natural part o lie, with periods

    o severe drought ollowed by extensive ooding

    playing an important and defning role in shaping theAustralian landscape and how we live.

    Early Australians typically established settlements on

    oodplains, along waterways and on coasts, where

    ood and water were plentiul. As a result, oods have

    had a proound eect on human lie and property. As

    devastating as recent events have been, they are not

    unique: 77 oods were recorded in Australia in the

    past 35 years o the 20th century; eight major oods

    were recorded in Australia in the 19th century; 23 in

    the 20th century; and six in the frst decade o the

    21st century. And nature will undoubtedly continue to

    surprise us into the uture.

    It is also important to recognise that oods can have

    some benefcial consequences, or example through

    replenishing water resources. Most o Australias

    unique ora and auna have adapted to and depend

    on ood cycles, relying on the oods to trigger

    breeding, disperse seed, provide ood sources and

    connect habitats.

    In order to reduce the risk o oods to communities,

    economies and environments into the uture, it

    is important that lessons rom past oods, and

    advancements in knowledge and technology, are

    eectively communicated and applied.An important contribution the science and

    engineering community can make is to help reduce

    this risk, by minimising the chance that communities

    and inrastructure will be ooded, and mitigating

    the negative impacts when oods occur. We know

    a lot about ood risk: more than 1000 Australian

    ood studies have been conducted, and scientists

    and engineers have developed a very sophisticated

    armoury o methods to orecast and manage oods to

    reduce risk. However, there is still uncertainty about

    the many interacting actors that inuence such an

    event, how these actors are changing in time, and the

    consequences o a ood i it occurs. Moreover, natureis unpredictable, so no matter how detailed and

    clever our calculations and management strategies

    may be, there will always be a risk o ood.

    O course, social science and government policy also

    play pivotal roles in reducing the negative impacts

    o oods, improving emergency responses and

    optimising recovery o communities ollowing a ood.

    Improvements in this regard rely not just on social

    science research, but also on government leadership

    and community awareness and engagement.

    Given the science and engineering outlook o this

    document, ood emergency responses and recovery,

    which are primarily rooted in social science and

    policy, will not be addressed. This report concentrateson oods caused by rainall and on three key

    themes to understanding oods. The three themes

    are oods and their consequences, ood orecastsand warnings, and managing oods. The ollowing

    paragraphs expand on these three themes, posethe questions we have sought to respond to, and

    summarise the answers.

    Introduction

    Flood peaks in eastern Australia over the period 26November 2010 20 January 2011.

    Courtesy o the Bureau o Meteorology

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    Floods and their consequences

    Q1: What is a ood?

    When water inundates land that is normally dry, this

    is called a ood. Floods can be caused by a number

    o processes, but the dominant cause in Australia israinall. Floods are a natural process, but mankinds

    activities aect ooding. Floods occur at irregular

    intervals and vary in size, area o extent, and duration.

    Q2: What actors contribute to oods?

    Rainall is the most important actor in creating a

    ood, but there are many other contributing actors.

    When rain alls on a catchment, the amount o

    rainwater that reaches the waterways depends on

    the characteristics o the catchment, particularly its

    size, shape and land use. Some rainall is captured

    by soil and vegetation, and the remainder enters

    waterways as ow. River characteristics such as sizeand shape, the vegetation in and around the river,

    and the presence o structures in and adjacent to the

    waterway all aect the level o water in the waterway.

    Q3: What are the consequences o oods?

    Floods impact on both individuals an d communities,

    and have social, economic, and environmental

    consequences. The consequences o oods, both

    negative and positive, vary greatly depending

    on the location and extent o ooding, and the

    vulnerability and value o the natural and constructed

    environments they aect.

    Flood orecasts and warnings

    Q4: How do we orecast oods?

    Weather orecasts can provide advance warning

    o a ood, and seasonal orecasts can alert o a

    heightened chance o ooding in the coming months.However, orecasting river levels and ood extent is

    a complex process that is continually being improved.

    Q5: How do we communicate and warn

    about oods?

    Flood warning systems turn orecasts into messages

    designed to reduce the negative impacts o oods.

    Warning systems should be accurate, timely and

    reliable. Prior community awareness o ood risk can

    make warnings more eective. Improving our warning

    systems could reduce social losses rom oods.

    Managing oods

    Q6: How do we estimate the chance o

    a ood occurring?

    Understanding the chance o dierent sized oods

    occurring is important or managing ood risk. The

    chance o a ood event can be described using

    a variety o terms, but the preerred method is

    the Annual Exceedance Probability (AEP). A ood

    with a one per cent AEP has a one in a hundred

    chance o being exceeded in any year. Currently,

    the one per cent AEP event is designated as having

    an acceptable risk or planning purposes nearlyeverywhere in Australia. However, good planning

    needs to consider more than just the one per cent

    AEP ood.

    Q7: How do we manage ood risks?

    Flood risk includes both the chance o an event taking

    place and its potential impact. Land use planning

    inormed by oodplain management plans can reduce

    risk or new development areas. Flood risk is harder

    to manage in existing developed areas; howevermodifcation measures such as dams or levees can

    change the behaviour o oodwaters. Similarly,

    property modifcation measures can protect against

    harm caused by oods to individual buildings, and

    response modifcation measures help communities

    deal with oods.

    Q8: What does the uture look like?

    Australias growing population and changing climate

    patterns imply that the characteristics o the oods

    we experience will change in the uture. Better uture

    land use planning and oodplain management can

    mitigate the impacts o ooding. Appropriate urban

    design can reduce the severity o ood impacts.

    Catchment and waterway revegetation can reduce

    the impact o ooding. Emerging technologies can

    improve our ability to predict and manage oods.

    Summary

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    When water inundates land that is normally dry

    this is called a ood

    Every ood is dierent. They can occur suddenly and

    recede quickly, or may take days or even months

    to build and then discharge. They occur at irregular

    intervals, and many decades can pass between

    signifcant oods. On the other hand, there are many

    examples o several large oods occurring within

    short periods o time.

    In Australia, many people live on land that is subject

    to occasional ooding, known as oodplains. Cities

    and other settlements have been constructed on

    oodplains to take advantage o access to water and

    good quality armland.

    Floods in Australia are usually caused by rainall

    Floods can be caused in a number o dierent ways;however the dominant cause o ooding in Australia

    is rainall.

    When rain alls over an area o land, some is absorbed

    by the soil, while the rest becomes runoand owsdownhill. The area o land that contributes runo to a

    particular point is called the catchment.

    The amount o rainall, the intensity o the rainall over

    time (the temporal pattern) and the distribution o therainall over an area o land (thespatial pattern) can

    all vary widely. The oods that are produced by this

    rainall are thereore equally variable, that is, every

    ood is dierent.

    Floods can also be caused by other mechanisms.

    Recent international events have highlighted the

    risk o ooding rom tsunamis. Large tides and

    storm surges can also ood coastal areas. Inland

    earthquakes, volcanoes or land slips can also cause

    ooding, as can breaches/releases in natural or man

    made barriers to ooding such as dams and levees.

    Floods can occur suddenly

    Heavy, intense rainall can occur suddenly, and the

    quickly rising oods caused by this in the minutes

    or hours ater the rainall are known asash oods.Flash oods are typically associated with relatively

    small catchment areas where there may be little or

    no permanent ow o water. As there is little time to

    react, ash oods are particularly difcult to predict

    and manage in real time, and this is discussed urther

    in Q4 and Q5.

    Floods can occur slowly

    In larger catchment areas, rainall can build up over

    hours, days or weeks. The runo rom this rainall

    ows across land and then down gutters, drains,

    gullies, creeks and rivers and may create signifcant

    oods that inundate large areas o land or days,

    weeks or months.

    With more time to react, ood warning is more

    eective or these types o oods, as described in Q4

    and Q5.

    Sometimes, a ash ood in the upper reaches o a

    river system can evolve into a more general river ood

    as it joins with other inows an d spreads out as it

    travels downstream.

    Many locations can be aected by both ash oods

    and the more general river ooding. For example, a

    particular residence might be potentially aected by a

    ash ood through the local gully, or a river ood rom

    the nearby major river, or a combination o the two.

    Q1: What is a ood?

    Photo: Flash ooding in Toowoomba, 10 January 2011. Image courtesy o Nicole Hammermeister.

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    Figure 1. Characteristics o oods. Conceptual diagram developed using the Integration and Application Network (IAN) tool (www.ian.umces.edu/symbols/). The lower sixth representsa subsurace crosssection.

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    Floods are a natural process

    Floods are a natural process, and our ecosystems,

    river systems and estuaries have adapted over long

    periods o time to depend on an irregular pattern o

    large oods. Many species, such as River Red Gums,

    rely on Australias pattern o dry periods separated by

    periods o intense rain and overbank ooding.

    Mankinds activities aect ooding

    We make a lot o changes to our catchments including

    land clearing, urban development and dams, that

    can change the impact o a ood on the natural

    environment.

    Floods can vary in size

    The size o a ood event, or its magnitude, can beexpressed in many ways. The peak level o the water

    at a particular location in a waterway is the most

    unambiguous way, as it is relatively easy to measure

    and is the principal driver o ood impact. The ood

    magnitudes are usually classifed by their height,

    Figure 2. Highest annualood heights at the Brisbane

    City gauge, 18402011.Minor, moderate and major

    ooding levels or theBrisbane City stream gauge

    are highlighted.

    Sources: Bureau oMeteorology, State Library

    o Queensland (API033010016courtesy o the

    State Library o Queensland;181874 Ross Webster;

    2780300010248

    State Library oQueensland).

    Charlotte St 1893 Charlotte St 1974 Charlotte and Albert St 2011

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    and the Bureau o Meteorology uses three general

    categories o ooding related to water level:

    Major: This causes inundation o large areas,

    isolating towns and cities. Major disruptions occur

    to road and rail links. Evacuation o many houses

    and business premises may be required. In ruralareas, widespread ooding o armland is likely.

    Moderate: This causes the inundation o low lying

    areas requiring the removal o stock and/or the

    evacuation o some houses. Main trafc bridges

    may be closed by oodwaters.

    Minor: This causes inconvenience such as closingo minor roads and the submergence o lowlevel

    bridges and makes the removal o pumps located

    adjacent to the river necessary.

    Figure 2 shows these general categories as they

    pertain to the main Brisbane stream, or river, gauge.A stream gauge is a device used to measure the

    height o water in the river, and there is a network

    o gauges throughout the Brisbane River catchment.

    The values on this chart are in metres above the

    reerence level defned or this gauge. It is important

    to note that the river heights or minor, moderate and

    major ooding are dierent or dierent waterways,

    depending on their individual characteristics.

    Other important characteristics o oods that

    contribute to their severity include:

    The total amount o water in the ood, or the ood

    volume. The ood volume contributes both to thelevel and duration o ooding. The ood mitigation

    ability o dams and detention basins are less or

    large volume oods.

    How ast the ood rises, orrate o rise. A oodthat rises quickly obviously provides less time or

    warning and evacuation.

    How ast the water is owing, i.e. the ow velocity.

    Faster ow causes a higher risk to human lie,

    a higher risk o erosion, and more damage to

    inrastructure.

    The duration o ooding. A ood that lasts or a

    longer time provides a greater impact owing to the

    increased duration o the disruption to transport,

    business and personal networks.

    The areal extento ooding. Flooding that aectsa larger area, either within a river basin or across

    multiple basins, provides greater impacts.

    Floods occur at irregular intervals

    Figure 2 also illustrates the sporadic nature

    o ooding, showing the historic record o river levels

    at the Brisbane City gauging station since 1840.

    As illustrated, six major oods occurred in Brisbane

    between 1885 and 1910, ollowed by more than

    60 years without a major ood.

    The chance o a ood o a certain level occurring is

    usually reerred to in terms o the likelihood o that

    level being exceeded in a par ticular year, orAnnualExceedance Probability (AEP). Q6 provides urther

    inormation on what AEP means, and how it is

    estimated and used.

    Photo: Flooding o the Fitzroy River in Rockhampton, January 2011. Photographer: Michael Marston

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    Rainall is the most important actor in creating

    a ood

    Put simply, oods occur when the amount o water

    owing rom a catchment exceeds the capacity o

    its drains, creeks and rivers. This process begins

    with rainall, but is aected by many other actors

    (Figure 3).

    In Australia, ooding is heavily inuenced by our

    naturally high rainall variability which, relative to

    other parts o the world, leads to a much higher

    variability o the amount o water owing through

    our waterways. A major actor in this variability

    is the El NioSouthern Oscillation (ENSO) eect

    (see Figure 4).

    In Queensland, average annual rainall ranges rom

    very low values in the southwest, to very high values

    exceeding 2000 mm per year along the coast (Figure

    5). However, even in those areas with generally low

    rainall, relatively heavy rainall will occur in some

    years, causing ooding (Figure 6).

    Longterm climate change and variability may also be

    having an inuence on rainall (a matter addressed

    in Q8).

    Catchments convert rainall into owing water

    When rain alls on a catchment, the amount o

    rainwater that is converted into ow down rivers and

    other waterways depends on the characteristics o the

    catchment.

    Some rainall is captured:A portion o the rainthat alls on a catchment is captured by soil and

    vegetation. Generally, the more rain that alls in a

    particular area in a given period o time, the lower the

    proportion that can seep into the ground or be stored

    on the surace.

    Q2: What actors contribute to oods?

    Figure 3. An illustration o the actors that contribute to oods. These actors vary between locations and times, meaning thatno two oods are the same. Conceptual diagram developed using the Integration and Application Network (IAN) tool(www.ian.umces.edu/symbols/).

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    The atmosphere and the oceans interact strongly to

    inuence our weather.

    Much o Australias rainall variation rom year to

    year is caused by the natural climate phenomenon

    known as ENSO, the El Nio Southern Oscillation.

    ENSOs seesaw variations are intimately related to

    variations in the atmospheric vertical circulation along

    the equator over the Pacifc. This circulation, known

    as the Walker Circulation, is caused by dierences in

    sea surace temperatures between the eastern and

    western Pacifc along the equator.

    During normal circulation warm, moist air travels

    west across the Pacifc and rises over Indonesia,

    producing cloud and rain. The airstream then

    becomes comparatively dry

    and moves east at high altitude (approximately

    12,000 m) and sinks over the normally cold waters

    near the South American coast.

    There are various measures o the El Nio Southern

    Oscillation. One o these, the Southern Oscillation

    Index (or SOI), measures the dierence in air pressure

    between the eastern Pacifc Ocean (measured at

    Tahiti) and the equatorial area around northern

    Australia and Indonesia (measured at Darwin).

    When the equatorial ocean surace o the coast

    o South America is abnormally cool, the Walker

    Circulation is strengthened. In this situation the SOI

    is strongly positive, and the trade winds blow strongly

    across the warm Pacifc, picking up plenty o moisture

    (Figure 4a). This increases the likelihood o eastern

    Australia experiencing above average rainall, and iscalled a La Nia event.

    On the other hand, when the ocean surace o the

    coast o South America is abnormally warm, the air

    pressure between the eastern and western Pacifc

    equalises or becomes a negative value, weakening

    or reversing the trade winds. This situation, which

    is a weaker than normal Walker Circulation

    (Figure 4b), is accompanied by a strongly negative

    Southern Oscillation Index and is called an El Nio.

    In Australia this usually results in below average

    rainall, and i this trend persists we can slip into

    drought. The SOI helps tell us how strong a La Nia

    or El Nio event is. For example, when the SOI

    is consistently strongly positive (i.e. La Nia and

    above average rain) we may experience ooding.

    When the SOI is consistently strongly negative we

    risk entering into periods o drought (Figure 4c).

    Figure 4a

    12 000 m

    HL

    Positive SOI - La Nia

    Trade Winds increase

    across the Pacific

    Cooler waterWarmer water

    H

    E

    G

    E

    N

    D

    Negative SOI - El Nio12 000 m

    LLH L

    Trade Winds

    decrease

    Cooler water Warmer water

    H

    Figure 4b

    Figure 4. El Nio Southern Oscillation

    Figure 4c

    -35

    -30

    -25

    -20

    -15

    -10

    -5

    0

    5

    10

    15

    20

    25

    30

    35

    SouthernOscillationIn

    dex

    1970

    1972

    1974

    1976

    1978

    1980

    1982

    1984

    1986

    1988

    1990

    1992

    1994

    1996

    1998

    Monthly SOI

    Graphics Library

    Australian

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    Figure 5. Australian annual average rainall or the climate period 19611990. Theperiod 19611990 is the current climate standard (climate normal) used by the Bureau

    o Meteorology or climate comparisons through time. Figure courtesy o the Bureau oMeteorology.

    Copyright Commonwealth of Australia, 2010

    Based on a standard

    30-year climatology

    (1961-1990)

    Rainfall

    (Millimetres)

    3000

    2000

    1500

    1000

    600

    400

    300

    200

    100

    50

    0

    Geraldton

    PERTH

    Albany

    Carnarvon

    PortHedland

    Wiluna

    Telfer

    Broome

    Kalumburu

    Halls Creek

    Giles

    Kalgoorlie-Boulder

    Esperance PortLincoln

    PortAugustaCeduna

    ADELAIDE

    Marree

    Oodnadatta

    Alice Springs

    TennantCreek

    Katherine

    DARWIN

    Cook

    Weipa

    Kowanyama

    Cairns

    Townsville

    Mackay

    Normanton

    Mount Isa

    Birdsville

    Mildura

    Horsham

    MELBOURNEWarrnambool Orbost

    CANBERRASYDNEY

    Dubbo

    CoffsHarbour

    BRISBANE

    Charleville

    RockhamptonLongreach

    Bourke

    Cape GrimSt. Helens

    HOBART

    Strahan

    Newman

    Projection: Lambert conformal

    with standard parallels 10 S, 40 Soo

    0

    100

    200

    300

    400

    500

    600

    1961

    1963

    1965

    1967

    1969

    1971

    1973

    1975

    1977

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    1981

    1983

    1985

    1987

    1989

    Rainfall(mm)

    Year

    Total Annual Rainfall

    Average Annual Rainfall

    Figure 6. Annual rainall variability as measured against the longterm average orBirdsville, western Queensland or the period 19611990. The period 19611990 is the

    current climate standard (climate normal) used by the Bureau o Meteorology or climatecomparisons through time. Data courtesy o the Bureau o Meteorology.

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    The greater the rainall intensity, the greater the

    potential or runo. How long it rains, and the area

    covered by the rain, are also important.

    The more vegetation there is in an area, the greater

    the amount o rainall that is captured and the less

    water there is available to ow over the surace.Natural and artifcial storages like arm dams and

    rainwater tanks have a similar eect in reducing

    runo.

    The soil types in a catchment, land use and weather

    conditions prior to a rainall event are also important

    as they control the amount o rainall that can infltrate

    into the soil, and hence the amount o rainall which

    becomes ow. I a large storm is preceded by a period

    o wet weather, then the g round has little capacity

    to absorb urther rainall, and a higher proportion o

    the rainall will ow across the land surace and into

    waterways. The construction o areas that cannotabsorb water, such as roos and roads, will also result

    in reduced infltration and more rainall being turned

    into runo.

    Rainall that is not captured enters the waterways:Once water begins owing in a catchment, various

    actors determine how much ows downhill into

    successively larger waterways, and how quickly it

    moves.

    Typically, larger catchments result in greater

    streamow i widespread rainall occurs or a long

    time. The steeper the catchment area, the aster the

    runo will ow.

    Floods are also aected by the roughness o the

    terrain being passed over. Dense vegetation and

    artifcial obstacles such as ences and houses will

    slow down water ow, oten leading to lower ood

    levels downstream.

    Swamps and natural ponds or lakes have the capacity

    to store oodwater and release it slowly.Artifcial

    structures such as dams or detention basins (small

    reservoirs) can also store water or a period o time,

    and reduce the peak o downstream ows while

    extending the duration o an event. All such structureshave a fnite capacity and there is a limit to the

    volume o catchment ow that can be stored.

    River characteristics aect water levels

    The capacity o drains, creeks and rivers within a

    catchment to carry ows depends on a number o

    actors:

    Size and nature o the river: Put simply, the bigger,

    straighter and smoother a river, creek or other

    channel, the greater its capacity to carry water and the

    less prone it is to ooding. Any process that reduces

    this capacity, such as the placement o structures inthe channel, encroachment by development or build

    up o sediment, contributes to increased ooding.

    Vegetation in and around the river: Plants in a riveror on its banks slow the speed o the water owing in

    it. The slower the water moves, the higher the water

    level, and the greater extent to which the oodplain

    surrounding the river will be inundated. This can

    reduce downstream ood levels and ows. Plants

    also reinorce river banks, decreasing erosion and

    increasing the deposition o sediment.

    Once a river overtops its banks, the maximum

    ood level reached depends greatly on the natureo the adjacent oodplain. For example, wide, at

    oodplains can store a greater volume o oodwater

    than steepsided valleys, and the resulting oods

    move more slowly. Modifcations to oodplains

    such as clearing o vegetation or the construction o

    embankments (or example, or a ood ree road or

    rail corridor) can impact natural drainage patterns and

    processes on river oodplains.

    Structures: Structures that are placed in a creek or

    waterway, or example culverts in an urban drainage

    system or bridges in a river, reduce the watercarrying

    capacity o the waterway and may contribute toooding. Debris can also become entangled on these

    structures, worsening this process.

    Levees along a waterway are designed to protect areas

    behind the levee rom oods up to a certain level,

    but their constraining inuence on ood ows can

    cause upstream ood levels to be higher than they

    otherwise would be. Road and railway embankments,

    with insufcient crossdrainage capacity (or example,

    use o culverts), can block o parts o the oodplain

    with a similar eect. Once levees or embankments are

    overtopped or breached, the way oodwaters spread

    over a oodplain can alter signifcantly and the impacto ooding is oten severe.

    Downstream water levels: The capacity o waterwayscan also be aected by the water level in the ocean or

    lake they are owing into. For example, a king tide or

    storm surge can hamper the release o water rom a

    river into the ocean. A similar eect can occur near the

    junction o creeks with rivers, where backwater eects

    rom river ooding can extend a signifcant distance

    up the creek.

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    Photo: Floods can have positive eects on the environment, particularly in wetlands. Photographer: Briony Masters

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    Q3: What are the consequences o oods?

    The consequences o oods, both negative and

    positive, vary greatly depending on their location,

    duration, depth and speed, as well as the vulnerability

    and value o the aected natural and constructed

    environments. Floods impact both individuals and

    communities, and have social, economic, andenvironmental consequences (Table 1).

    Floods have large social consequences or

    communities and individuals

    As most people are well aware, the immediate

    impacts o ooding include loss o human lie,

    damage to property, destruction o crops, loss o

    livestock, and deterioration o health conditions

    owing to waterborne diseases. As communication

    links and inrastructure such as power plants, roads

    and bridges are damaged and disrupted, some

    economic activities may come to a standstill,people are orced to leave their homes and normal

    lie is disrupted.

    Similarly, disruption to industry can lead to loss o

    livelihoods. Damage to inrastructure also causes

    longterm impacts, such as disruptions to supplies

    o clean water, wastewater treatment, electricity,

    transport, communication, education and health care.

    Loss o livelihoods, reduction in purchasing powerand loss o land value in the oodplains can leave

    communities economically vulnerable.

    Floods can also traumatise victims and their amilies

    or long periods o time. The loss o loved ones has

    deep impacts, especially on children. Displacement

    rom ones home, loss o property and disruption

    to business and social aairs can cause continuing

    stress. For some people the psychological impacts

    can be long lasting.

    Photo: Atermath o a ood: ood damaged household itemsawaiting collection and cleanup ater the Brisbane oods,

    January 2011. Photographer: Michael Marston

    Can the lost item be bought andsold or dollars?

    Direct loss:Loss rom contact with ood water

    Indirect loss:No contact loss as a consequenceo ood water

    Yes monetary (tangible) e.g. Buildings and contents,

    vehicles, livestock, crops,inrastructure

    e.g. Disruption to transport, loss

    o value added in commerce andbusiness interruption, legal costs

    associated with lawsuits

    No nonmonetary ( intangible) e.g. L ives and injur ies, loss o memorabilia, damage to cultural or

    heritage sites, ecological damage

    e.g. Stress and anxiety, disruptionto living , loss o community, loss

    o cultural and environmental sites,

    ecosystem resource loss

    Table 1. Types o loss rom oods. Modifed rom Disaster Loss Assessment Guidelines, Emergency Management Australia, 2002.

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    In Australia oods are the most expensivenatural disasters

    In Australia, oods are the most expensive type o

    natural disaster with direct costs estimated over the

    period 19672005 averaging at $377 million per year

    (calculated in 2008 Australian dollars).Until recently, the most costly year or oods in

    Australia was 1974, when oods aecting New South

    Wales, Victoria and Queensland resulted in a total

    cost o $2.9 billion. The Queensland Government

    estimates costs or the 2011 oods will exceed this

    fgure or Queensland alone; with the damage to local

    government inrastructure estimated at $2 billion, and

    the total damage to public inrastructure across the

    state at between $5 and $6 billion.

    Flooding in key agricultural production areas can

    lead to widespread damage to crops and encing and

    loss o livestock. Crop losses through rain damage,waterlogged soils, and delays in harvesting are urther

    intensifed by transport problems due to ooded

    roads and damaged inrastructure. The owon eects

    o reduced agricultural production can oten impact

    well outside the production area as ood prices

    increase due to shortages in supply. On the other

    hand, ood events can result in longterm benefts to

    agricultural production by recharging water resource

    storages, especially in drier, inland areas, and by

    rejuvenating soil ertility by silt deposition.

    Damage to public inrastructure aects a ar greater

    proportion o the population than those whose

    homes or businesses are directly inundated by

    the ood. In particular, ood damage to roads, rail

    networks and key transport hubs, such as shipping

    ports, can have signifcant impacts on regional and

    national economies.

    Shortterm downturns in regional tourism are oten

    experienced ater a ooding event.

    While the impact on tourism inrastructure and the

    time needed to return to ull operating capacity may

    be minimal, images o ood aected areas oten

    lead to cancellations in bookings and a signifcant

    reduction in tourist numbers.

    Flooding o urban areas can result in signifcantdamage to private property, including homes and

    businesses. Losses occur due to damage to both the

    structure and contents o buildings. Insurance o the

    structure and its contents against ooding can reduce

    the impacts o oods on individuals or companies.

    Floods have signifcant consequences orthe environment

    In many natural systems, oods play an important

    role in maintaining key ecosystem unctions and

    biodiversity. They link the river with the land

    surrounding it, recharge groundwater systems,

    fll wetlands, increase the connectivity between

    aquatic habitats, and move both sediment and

    nutrients around the landscape, and into the marine

    environment. For many species, oods trigger

    breeding events, migration, and dispersal. These

    natural systems are resilient to the eects o all but

    the largest oods.

    The environmental benefts o ooding can also help

    the economy through things such as increased fsh

    production, recharge o groundwater resources, and

    maintenance o recreational environments.

    Areas that have been highly modifed by humanactivity tend to suer more deleterious eects rom

    ooding. Floods tend to urther degrade already

    degraded systems. Removal o vegetation in and

    around rivers, increased channel size, dams, levee

    bank and catchment clearing all work to degrade the

    hillslopes, rivers and oodplains, and increase the

    erosion and transer o both sediment and nutrients.

    While cycling o sediments and nutrients is essential

    to a healthy system, too much sediment and nutrient

    entering a waterway has negative impacts on

    downstream water quality. Other negative eects

    include loss o habitat, dispersal o weed species, the

    release o pollutants, lower fsh production, loss o

    wetlands unction, and loss o recreational areas.

    Many o our coastal resources, including fsh an d

    other orms o marine production, are dependent on

    the nutrients supplied rom the land during oods.

    The negative eects o oodwaters on coastal marine

    environments are mainly due to the introduction o

    excess sediment and nutrients, and pollutants such

    as chemicals, heavy metals and debris. These can

    degrade aquatic habitats, lower water quality,

    reduce coastal production, and contaminate coastal

    ood resources.

    Photo: Flood damage ater the Toowoomba ood disaster,January 2011. APN Regional Media

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    The Bureau o Meteorology (BoM) is the lead national

    agency or ood orecasting and warning services

    in Australia, working in partnership with agencies

    at the state and local government levels. The BoM

    provides orecasts o the water level in rivers at critical

    locations during ood events. Local governments andemergency agencies may urther interpret the river

    water level orecasts and provide advice on ood

    inundation extent. The BoM also provides severe

    weather warnings that include risk o ash ooding.

    In addition, the BoM provides orecasts o rainall

    and river ow or the coming three months. These

    seasonal orecasts may help alert agencies, and the

    public, o entering a period o heightened chance

    o ooding.

    Weather orecasts provide advance warning

    o a oodReliable orecasts o weather, in particular rainall,

    can allow advance warning and orecasting o oods.

    Weather orecasts or the next one to seven days rely

    on increasingly accurate computer models o the

    atmosphere and ocean/atmosphere interactions.

    Dramatic improvements in the data available to such

    models (rom satellite observations) and in computing

    power have contributed to this increased accuracy. In

    some parts o the world, threedayahead orecasts

    o heavy rain are now as accurate as onedayahead

    orecasts were in the mid1990s (www.hpc.ncep.

    noaa.gov/images/hpcvr/hpc20yr.gi).

    Radar (and sometimes satellite) images can be useul

    or tracking areas o heavy rain and their movement

    (Figure 7). Rainall in the next one to our hours may

    be orecast based on these images in combination

    with computer models. However, such orecasts give

    only a very short lead time (the time between when aorecast is made and the orecasted event occurs)

    or response.

    The accuracy o climate and weather orecasts varies

    with lead time, spatial scale (or size) o the region

    o interest, the weather or climate variable being

    orecast (or example, rain, thunderstorm), as well

    as with latitude. Generally, temperature orecasts

    are more accurate than rainall orecasts. The midlatitudes (in Australia 30S to 60S) are easier to

    orecast than the tropics (so Melbourne has more

    accurate orecasts than Darwin). It is generally easier

    to orecast when the lead time o the orecast is

    relatively shortso a sevenday orecast is usually

    less accurate than a orecast o tomorrows weather.

    Finally, it is generally easier to orecast rainall over a

    large area (or example, a large catchment) than local

    rainall (or example, a reservoir). This is because the

    intensity o any rain system varies on small spatial

    scales, but the variation is somewhat averaged out

    over a large area.

    Rainall orecasts can be used to extend the lead timeor ood orecasts. However, because orecasts o

    rainall or specifc locations and timing are not ully

    accurate, ood orecasts based on rainall orecasts

    are oten subject to signifcant uncertainty.

    Forecasting river levels and ood extent

    is complex

    Flood orecasts are critical to emergency responses to

    limit property damage and avoid loss o lives.

    Flood orecasters rely heavily on realtime data

    about rainall and river water levels as well as rainallorecasts. A network o rain gauges (sometimes

    combined with radar images) are used to monitor

    rain that has allen on the catchment. Water levels

    (i.e. river height) at stream gauging stations along the

    river are also measured. A simple river height recorder

    is shown in the picture. The orecasters then use

    hydrological computer models to work out how much

    rainall will run o dierent parts o the catchment,

    how long it will take or runo to reach the river, how

    long that water will take to travel rom upstream to

    downstream, and how water rom dierent tributaries

    converges in the river network.

    Flood orecasters estimate the river ow rate at

    various key locations and lead times and convert theestimates to river water level orecasts (Figure 8).

    Flood orecasts by the BoM are issued to emergency

    management agencies and the public through the

    media and the BoMs website. The orecasters

    regularly update their orecasts as new observations

    are made o rainall and river water level, and as

    rainall orecasts become available.

    Because rain that has allen on a catchment takes

    time to travel to the outlet o the catchment, river ow

    downstream o the catchment within a certain period

    will largely be inuenced by rain that has already

    allen on the catchment and been observed. Thismeans that the river ow orecast or this period will

    be reasonably accurate. River ow orecasts beyond

    this period will be less accurate as it is necessary to

    use rainall orecasts.

    I a critical dam operation is involved in a ood event,

    the orecasters communicate with dam operators.

    Decisions about releasing water rom dams take into

    account orecasts about how much water will ow

    into the dam an d assessments o how water releases

    may aect water levels downstream. In turn, ood

    orecasts or downstream areas take into account

    water release decisions.

    Forecasts o river water level are most useul when

    interpreted in terms o where the water is likely to

    spread beyond the river. Such interpretations may

    be provided to the public by local governments and

    emergency agencies, usually based on preprepared

    ood maps using historical ood data and in some

    cases oodplain hydraulic models (see Q6 or

    more inormation).

    Q4: How do we orecast oods?

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    Figure 7. Radar image showing rainall over the SouthEast Queensland and New South Wales coast, 9 January 2011. The intensityo the rain (interpreted rom droplet size) is indicated by the changing colour scale. Courtesy o the Bureau o Meteorology.

    Photo: A manual stream gauging station on the Fitzroy River,Rockhampton, January 2011. Note the historical reerence

    to heights o previous oods: 1918, 1954 and 1991.

    Photographer: Michael Marston

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    New technologies are available, but not yet widely

    used in Australia, or providing near realtime

    mapping and delivery o orecast ood inundation

    extent on the internet. These technologies use

    accurate groundelevation data, robust oodplain

    hydraulic models, new spatial inormation technologyand internet mapserving sotware. Adoption o the

    technologies would signifcantly enhance the value o

    ood orecasts in Australia.

    Flash oods are difcult to orecast, although

    technologies are available and used operationally

    overseas or ash ood orecasting. These

    technologies are generally based on monitoring o

    rainall using rain gauges and radar images, high

    resolution rainall orecasts or the next ew hours,

    understanding o the catchment condition (how

    much rainall will run o) and understanding o the

    local drainage systems (how much water is needed

    to cause a ood). As ash ood orecasts improve inaccuracy and are integrated with communication and

    response systems over time, they can become highly

    valuable.

    Seasonal orecasts alert o a heightened chance oooding in the coming months

    The BoM regularly issues orecasts o rainall and

    temperature or the coming three months (www.

    bom.gov.au/climate/ahead/). The prospect o a wet

    season would lead to an increased chance o ooding,

    so orecasting seasonal rainall can help alert us o

    ood risk. The high variability o rainall across mosto Australia rom one year to another is largely the

    result o the El NioSouthern Oscillation (see Q2

    or more inormation). Computer models are used to

    predict the development o the La Nia events that are

    oten associated with heavy rains. However, seasonal

    orecasts are not highly accurate, and are expressed

    only in probabilistic terms, i.e. percentage chance o

    occurrence. For example, Queensland may have low

    rainall on some occasions even in very strong

    La Nia events. Nevertheless, such orecasts have

    been demonstrated to be useul or industries such

    as agriculture, water resources and fnance, indicating

    that the rainall orecasts may also be useul ororecasting seasons with an increased chance

    o ooding.

    In December 2010, the BoM commenced a seasonal

    streamow orecasting service. This service provides

    orecasts o probabilities o total ow exceeding

    various volumes in the coming three months

    (www.bom.gov.au/water/ss/). The orecasts are

    also based on computer models, taking into account

    how wet and dry the catchments are at the start o

    the season as well as the climate. Although orecasts

    o oods are not directly made at the seasonal time

    scale, it is reasonable to expect an increased chanceo ooding when total streamow volume in the next

    season is orecast to be high.

    In addition to the services provided by the BoM, some

    state governments and universities also provide

    seasonal orecast outputs including probabilistic

    streamow orecasts in some instances.

    Figure 8. Modelled versus observed water heights or the Mary River at Gympie, Queensland, together withobserved rainall. While there is reasonably good agreement in this instance, as can be seen rom the dierences

    between the red and green lines, actual river height can vary rom what we expect based on modelled results due

    to data and model limitations. (This model red line was run on 18 January 2011; no urther observations green line were taken ater 20 January 2011 or the above diagram.) Data courtesy o the Bureau o Meteorology.

    -1

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    4/01/1110:00

    6/01/1110:00

    8/01/1110:00

    10/01/1110:00

    12/01/1110:00

    14/01/1110:00

    16/01/1110:00

    18/01/1110:00

    20/01/1110:00

    22/01/1110:00

    24/01/1110:00

    26/01/1110:00

    Rivergaugeheight(m)

    Rainfall(mm/30minutes)

    Date/Time

    Rainfall and modelled and observed gauge height for the Mary River at Gympie,

    Queensland 04/01/2011 to 26/01/2011

    Rainfall

    Modelled River Height

    Measured River Height

    Minor

    Moderate

    Major

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    Flood warning systems turn orecasts into

    messages designed to reduce losses

    A warning system consists o a number o key steps:

    monitoring rainall and river ow rate; making

    orecasts about river water levels and ood extent;

    interpreting orecasts or their meaning in terms oimpact on those at risk; composing and disseminating

    warning messages; response by those at risk and

    emergency services; and review and improvement

    (Figure 9).

    In Australia, ood warning systems or rivers involve

    the BoM, which provides orecasts o river water

    heights at specifed locations to relevant authorities,

    and to the public via broadcast media and the BoMs

    website. Local government or State Emergency

    Services then interpret the BoMs orecasts to provide

    local inormation on areas likely to be aected,

    potential impacts and action advice to those atrisk. Messages are also disseminated throughout

    the community, particularly by personal or inormal

    networks. Social media (or example, Facebook,

    Twitter) will almost certainly play an increasingly

    important role in the uture. This will also raise

    challenges due to the potential risk o

    misinormation.

    Flash oods account or most ooding atalities in

    Australia and currently present the most challenges

    due to the limited warning time. While the BoM

    provides severe weather warnings, which can include

    the risk o ash ooding, specifc ash ood orecasts

    and warnings (i.e. including specifc location and

    timing inormation) are not generally provided.

    However, some local governments have warning

    systems or these events.

    Q5: How do we communicate and warn about oods?

    Figure 9. Components o a ood warning system, noting that the precise arrangements vary between states.While ash oods are not covered in this fgure, the Bureau o Meteorology also provides severe weather

    warnings, which can include general warnings o potential ash ooding, via its website. Compiled by the

    Science, Engineering and Technology Panel.

    Forecast

    interpretation

    Flood forecasts

    Monitoring

    Warning

    communication

    Further

    dissemination

    Response

    Radio, websites, press conferences, television, text and phonemessages, emails, social media, sirens/alarms and speakerphone, doorknocking, noticeboards, letterbox drop

    Households and individuals, businesses, local and stategovernments, State Emergency Services, Police

    Bureau ofMeteorology

    Monitoring andmodelling rainfall and

    river water levels

    Bureau ofMeteorology

    Forecasts of riverheights

    Warning

    construction

    Local Government

    Flood predictions:areas, times and

    heights of flooding(Lead agency in

    Qld)

    State Government /State EmergencyServices / Police

    Flood predictions;infrastructure and

    people at risk

    Local Government/State Government/State EmergencyServices / Police

    Risk and responseadvice

    Dam operators andother infrastructureowners/operators

    Impacts on assets;operational decisions

    Review

    andIm

    provement

    Unofficial or personal forms of communication:word of mouth, social media, print media

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    Warning systems should satisy a number o

    technical and communication attributes

    They should be inormative: Warning messagesshould indicate what the threat is, what action should

    be taken, by whom and when, in understandable,

    unambiguous and consistent language. A warningalso needs to have personal meaning or those at

    risk (whether individuals, agencies or businesses).

    This means going well beyond a specifed river height

    to indicating the area likely to be covered by the

    ood, its depth and speed in terms o locally relevant

    landmarks. In turn, this requires understanding o the

    relevant river systems.

    They should be accurate: As warnings are predictionsabout the uture, there is inevitably some uncertainty.

    Uncertainties can also arise rom the construction and

    wording o warning messages themselves.Engaging

    with the community and business groups aected hasbeen shown to improve understanding o the issues

    and reduce the chance that u ture warnings will be

    ignored.

    They should be timely: Warnings need to allow

    enough time or appropriate action. This is particularly

    a challenge or ash oods.

    They should be trustworthy: Warnings are more likely

    to be heeded i they come rom multiple trusted

    sources.

    They should reach the appropriate audiences:The audience or a warning will typically consist

    o many subgroups, each with its own needs and

    expectations, preerred way o receiving warnings,

    and own ways o interpreting messages.No one

    warning source will reach, or be un derstood by,

    everyone.Warning systems work best when designed

    with the needs and expectations o the ultimate users

    in mindsomething best achieved with their input.

    The capacity o individuals to receive or respond to

    Direct communication; chance to ask questions; high credibility

    Resource intensive; requires access to flooded area

    Direct, specific communication

    Requires access to flooded area; difficult to hear

    Electricity not required; widest reach home, work, travelling

    Variable accuracy; requires public to be listening

    Quick dissemination; becoming very widespread; capacity for images

    Electricity/internet required; variable accuracy

    Landlines becoming less common; people often not at home/indoors

    Quick dissemination, but usually has to be actively accessed; power

    and telecommunication infrastructure needed; internet required

    Useful for roads, infrastructure and location-specific information; can

    be controlled remotely

    Electricity required; variable accuracy; limited reach; requires public

    to be listening

    Ability to reach almost all audiences, but may miss youth

    Slow; requires access to flooded area

    Informative/detailed; ability to reach wide audience

    Time needed; variable accuracy

    Uses info from multiple sources; persuasive

    Variable accuracy

    Sirens/alarms

    Quick; reliable; limited information and reach, but becoming more

    versatile with voice and remote capabilities

    Doorknocking

    Speaker phone

    Text message

    Can reach wide audience very quickly; no power needed

    Less reliable for areas with poor mobile phone coverage

    Radio message

    Websites/

    social media

    Automated

    telephone

    Email

    Noticeboards

    Television

    Letterbox drop

    Print media

    Word of mouth

    Informative

    Accurate/trustworthiness

    Timeliness

    Audiencereach

    Varyingaudienceca

    pacities

    Reliable/resilient

    Littlelabourrequired

    Works well for this aspect

    Satisfactory for this aspect

    Limited use for this aspect

    Does not support this aspect

    Variable for this aspect

    Table 2. Pros and cons o dierent ood warning communication methods. Compiled by the Science, Engineeringand Technology Panel.

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    warnings may be reduced because o disabilities, age,

    language, or other commitments.

    They should be reliable:Warnings need to work

    under extreme conditions (or example, in inundated

    areas, in the absence o electricity), as this is when

    warnings are most needed. A variety o warningsources increases the likelihood that warnings will be

    maintained throughout a ood event.

    Prior awareness o risk can make warnings

    more eective

    For warnings to achieve their aims, people need to

    know about their communitys ood risk, what actions

    will improve their saety, and how they will receive a

    warning to implement those actions. Pr ior awareness

    and preparation are key to success.

    Those issuing warnings and advice need to know

    what sorts o actions are easible or those who are

    being warned. This requires mutual learning between

    government agencies with ormal responsibility or

    the warnings, and the people who need to respond to

    warnings. People need to see the personal relevance

    o the warnings to their situationsthis is a major gap

    in many communities.

    Community education programs can use a wide range

    o approaches, including community and industry

    acilitated climate, weather and ood workshops

    that identiy community and industry risk and key

    management decisions. Another option is to run ood

    rehearsals or drills. A challenge isto maintain oodawareness and preparedness during the periods

    between oods.

    Improving our warning systems couldreduce losses

    Improvements in warning systems, in particular in

    community response, is one o the most costeective

    means by which we could reduce the economic and

    social losses rom oods and save lives.

    Areas where current systems could be improved

    include:

    Persuading people to take eective protective

    action once a warning has been issued. We know

    how to raise awareness, but not how to ensure

    action. This is a signifcant knowledge gap.

    Using more locally relevant inormation so that

    people relate personally to warning messages, and

    know what to do or their own saety.

    Reducing uncertainty in predictions while providing

    enough time or eective action, by harnessing

    the promise o advances in ood modelling

    and communication technologies. To date, the

    advances in modelling and modern inormation

    and communication technologies have had limited

    impact on overall warning system eectiveness.

    Communicating the uncertainties in warnings,

    possibly through a mix o verbal qualifers like

    may, could, be at least and probabilities.

    However, public appreciation o numerical

    probability statements is understandably limited.

    Providing eective warnings or ash ooding. Thisis currently a major gap across Australia. Technical

    advances may now make ash ood warnings

    easible, but the issues o rapid decision making

    by all the agencies involved and by those at risk

    would need to be addressed.

    Improving methods to evaluate warning perormance.

    Photo: Warnings should be accessible to the whole community. Here, government and emergency personnel provide warningsor the community during a live television broadcast, January 2011. An Auslan interpreter translates these warnings or the dea

    community. Photographer: Hugh OBrien

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    Understanding the chance o dierent sized oods

    occurring is important or managing ood risk

    The best method or calculating the chance o

    dierent sized oods occurring is statistical analysis

    o longterm ood records rom stream gauging

    stations. Where a longterm ood record exists,and no signifcant changes have occurred to the

    catchment, a statistical technique known asoodrequency analysiscan be used to determine the

    likelihood o oods o dierent sizes occurring at

    a specifc site in the uture (Figure 10). However,

    Australias ood records do not extend ar into the

    past, and ood events are highly variable, meaning

    there is still a level o uncertainty in defning such

    ood estimates. Climate change may also aect how

    much we can rely on past ood records.

    Where sufcient ood records do not exist, or a very

    rare ood needs to be estimated,rainall basedtechniques are used. These use statistical analyses orainall records, together with computer models based

    on the geographical characteristics (or example,

    catchment area, waterway length) o the region being

    studied, to determine the chance o dierent sized

    oods occurring. These models can be set up to take

    account o changes that aect runo, such as new

    dams and urbanisation, but the computer models

    used to convert rainall to runo are not perect,

    making rainall techniques generally less reliable than

    the use o longterm ood records.

    Both o these techniques result in predictions or

    peak water ows at key locations in rivers. These

    predictions are translated into ood levels at any

    point o interest in the oodplain, through the use

    o urther computer models known as oodplain

    hydraulic models.

    Figure 10. Estimating the chance o oods o dierent size based on ood requency analysis o historical oodrecords at Bellingen, NSW. There is always a level o uncertainty inherent in such analyses. For example, the chance

    o a ood with a stream ow o 2,200 m3/s (as arrowed, let hand axis) in any year is estimated to be between 1

    in 50 (2%) and 1 in 10 (10%). This is said to be within 90% confdence limits, i.e. we are 90% sure that it will bein this range with a 10% chance we will be wrong, and it will be outside this range, higher or lower. The more

    confdence there is in the data the closer the confdence limits (red dashed lines) will be to the estimate (black line).Courtesy o WMAwater.

    Q6: How do we estimate the chance o a ood occurring?

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    Floodplainhydraulic models are virtual

    representations o the river and its surrounding

    land, or oodplain. They incorporate things such as

    ground levels, roads, embankments and r iver sizes

    to estimate predicted ood ows. The output o the

    models includes representations o predicted ood

    levels and the predicted speed o water ow.

    It should be noted that any actual ood event will

    vary in some manner rom the theoretical events

    rom oodplain computer models (Figure 11). Such

    variations are primarily due to dierences in the

    rainall pattern, along with other actors such as how

    wet the catchment was beore the event, and whether

    the centre o the storm was over the lower or central

    reaches o the catchment. (See Q2 or more on these

    variations.)

    The chance o a ood event can be described usinga variety o terms

    Floods are oten defned according to their likelihood

    o occurring in any given year. The most commonly

    used defnition in planning is the 1 in 100year

    ood. This reers to a ood level or peak that has a

    one in a hundred, or one per cent, chance o being

    equalled or exceeded in any year. Similarly, a 1 in

    200year ood has a one in two hundred, or 0.5 per

    cent, chance o being equalled or exceeded in any one

    year.

    Other terms that express the same idea, such as

    one per cent annual exceedance probability(or oneper cent AEP), are preerred because they avoid the

    common misconception that a 1 in 100year ood,

    or example, can only occur once every 100 years;

    or that you are sae or another 100 years ater you

    experience such an event. For example, in Kempsey,

    NSW, major oods approaching the one per cent AEP

    level occurred in 1949 and then again a year later

    in 1950.

    In reality, the chance o experiencing dierent

    sized ood events in a given period o time can be

    estimated mathematically (see Table 3). I you lived

    or 70 years in a location that had a one per cent

    chance o ooding in any one year (that is, it would

    only ood i a 1 in 100year ood occurred), then

    there would actually be a 50 per cent chance, or one

    in two odds, o you experiencing at least one ood

    during that 70 year period. The way we calculate

    this is: 100 per cent minus the chance o a ood not

    happening 70 times in a row, i.e. 0.5 = 1 0.9970.

    It is also important to remember that the chance that

    you will be aected by a ood is not only dependent

    on the likelihood o your own property ooding.

    Floods can disrupt transport networks, impact tourist

    destinations and prevent ood rom reaching markets.

    With more than 100 rivers and creeks in Queensland

    the chances are good, when ooding occurs, that

    many people will be aected, either directly orindirectly (see Q3 or more inormation).

    Good planning needs to consider more than just

    the one per cent AEP ood

    In nearly all but a ew locations, even the best plans

    are not able to ully eliminate the chances o a ood.

    Nevertheless, or planning purposes, it is importantto decide what level o ood risk is acceptable or

    individuals and the community. This should take into

    consideration both the chance o a ood happening

    and the consequences o a ood (see Q7 or more

    inormation).

    Until about 30 years ago, it was common to use

    the largest historical ood in an area or planning

    purposes, and this is still used in some rural

    locations.

    However, currently nearly everywhere in Australia

    the one per cent AEP event, or 1 in 100year ood,

    with an appropriate additional height (or reeboard)or buildings is designated as having an acceptable

    risk or planning purposes, regardless o the potential

    consequences o the ood.

    Chance o a ood o a particular sizebeing exceeded in any one year

    Chance o experiencing a ood in a 70 year period

    at least once at least twice

    10% (1 in 10 odds) 99.9% 99.3%

    5% (1 in 20 odds) 97.0% 86.4%

    2% (1 in 50 odds) 75.3% 40.8%

    1% (1 in 100 odds) 50.3% 15.6%

    0.5% (1 in 200 odds) 29.5% 4.9%

    Table 3. Probabilities o experiencing a given size ood once or more in a lietime. Modifed rom Floodplain DevelopmentManual: the management o food l iable land, NSW Government, 2005.

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    There are oten strong social and economic reasons

    or considering a higher standard than the one per

    cent AEP ood. For example, in some locations ood

    levels associated with rarer oods are signifcantly

    higher and are likely to cause signifcant devastation;

    inundation o a particular location may have

    signifcant economic and social consequences or

    a much wider region.

    For example, London is moving to a planning level

    above the 1 in 500year ood (0.2 per cent AEP) or

    land adjoining the Thames estuary. Also, many parts

    o the Netherlands use planning levels above the 1

    in 1000year coastal ood event (0.1 per cent AEP),

    because inundation o large, low lying areas would

    have major consequences.

    Figure 11. Post event comparison o ood extent modelled (predicted) by a oodplain hydraulic model (blue) and an actualood event (red line) in Wagga Wagga, NSW, 1974. While predictions are mostly very good, so me variations can be observed

    between predicted and actual (observed) ooding, e.g. in the right hand side o the image. Courtesy o WMAwater.

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    Flood risk includes both the chance o an event

    and its potential impact

    Flood risk is a combination o the chance o a ood

    occurring and the consequences o the ood or

    people, property and inrastructure (Figure 12). The

    consequences o a ood depend upon how exposedthe community is to ooding and how vulnerable its

    people, property and inrastructure are to the oods

    impacts.

    Managing risks rom oods may involve altering

    the chance o ooding aecting a community;

    and/or reducing the impacts o ooding by reducing

    the communitys vulnerability and exposure to

    ooding. The methods that are eective in reducing

    ood risk are very location specifc. There is no one

    sizeftsall solution and a variety o measures are

    generally necessary to reduce risk.

    Flood risk management is a partnership betweengovernment and the community using a range o

    measures to reduce the risks to people, property

    and inrastructure. Decisions on managing ood risk

    should be made in consultation with the community

    that may be impacted by oods.

    Preparing a oodplain management plan that outlines

    how ood risk to existing and uture development can

    be managed or a particular location can inorm these

    decisions. This process involves more than simply

    ensuring that building oors are above a particular

    ood level. It also considers how ood behaviour and

    hazard may vary in dierent parts o the oodplain

    and how dierent sized ood events might have an

    impact on people, property and inrastructure.

    Floodplain management plans can reduce risk or

    new development areas

    Managing ood risk is generally simpler in new

    development areas. Preparing a oodplain

    management plan enables strategic decisions about

    where, what and how to develop the oodplain

    while reducing residual ood risk (i.e. the risk let

    ater management measures are put in place) to an

    acceptable level.

    Local councils can use local planning instruments to

    inuence the longterm development o an area in

    consideration o ooding, by restricting the location

    o development (zonings) and placing conditions

    (controls) on development.

    Zonings can limit the impacts o new development

    on ood behaviour in other areas and the exposure

    o people and property to risk by locating new

    development away rom areas where:

    The main oodwaters ow. Development in these

    areas may alter ood behaviour aecting otherproperties. Maintaining these owpaths can also

    provide green corridors through cities.

    The speed and depth o water make it hazardous

    to people, property and inrastructure.

    It is not possible to evacuate people to ood ree

    areas and there is no practical alternative.

    Zonings can also limit the development o the

    remaining available land by considering:

    The use o community acilities during a ood.

    Critical acilities, such as emergency hospitals,

    should ideally be located in areas where they will

    not ood and can operate during a ood event(see Figure 13).

    The vulnerability o occupants to ooding.Aged care and disabled acilities should generally

    be located in areas where they can be readily

    evacuated to dry land.

    The vulnerability o buildings and contents.

    Homes and their contents are generally more

    vulnerable to ooding than industrial and

    commercial buildings and thereore should be

    located in less vulnerable areas.

    Conditions on development can include: minimum flllevels or land and minimum oor levels or buildings

    (to reduce how oten people and property are exposed

    to ooding); building regulations (that reduce the

    potential or structural building damage); and the

    ability to evacuate people to ood ree areas (which

    may aect the way land is developed).

    Flooding can also have signifcant impacts on

    inrastructure, which needs to be considered

    when designing inrastructure. Appropriate design

    standards or inrastructure exposed to ood risk can

    reduce its vulnerability to ooding.

    Q7: How do we manage ood risks?

    Flood risk

    Chance

    of a flood

    Consequences

    of a flood

    Exposure

    of a property/communities

    to flood waters

    Vulnerability

    of a property/communities

    exposed to flood waters

    Figure 12. Components o ood risk.

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    Flood risk is harder to manage in existingdeveloped areas

    Flood risk is harder to manage where development,

    or the right to develop, already exists. Flood risk

    to existing inrastructure is usually altered through

    improvements to protection as part o any upgrade.

    However, or people and property there are basically

    three ways o managing ood risk to reduce the

    consequences o ooding: by modiying oodbehaviour, property, or community response.

    None o these measures is a standalone solution or

    addressing ooding issues. The preerred option is

    oten a combination o ood, response and property

    modifcation measures to reduce risk to an acceptable

    level and to manage this residual risk appropriately.

    Flood modifcation measures change the behaviouro oodwaters

    Flood modifcation measures aim to reduce ood

    levels, velocities or ows, or exclude oodwaters rom

    areas under threat or events up to their designed

    capacity. They are a common and proven means o

    reducing damage to existing properties under threat

    rom ooding. They tend to be more expensive than

    response or property modifcation measures but willoten protect a larger number o properties.

    Flood mitigation dams can reduce downstream oodlevels by temporarily storing and later releasing

    oodwaters. Most dams are used to supply water to

    the community, but they can, when purpose built,

    also provide some ood mitigation or events up

    to their ood storage capacity. In larger oods, this

    mitigation capacity can be exceeded and oods

    pass through with little, i any, reduction. On the

    negative side, dams can cause disruption to existing

    communities, loss o valuable land and negative

    environmental impacts, and good sites or dams are

    difcult to locate. Detention basins act like dams but

    at a much smaller scale and are most suitable or

    green feld developments, where sizing constraints

    tend not to exist.

    Leveesare generally raised embankments built to

    eliminate inundation o the areas protected by the

    levee up to a certain size event. In larger oods,

    levees can be overtopped with water ooding into

    and inundating areas protected in the smaller

    events. Levees can trap local stormwater, causing

    damage unless ood gates and pumps are provided.

    However, levees, whether temporary or permanent,

    can increase ood levels in areas not protected by thelevee (as noted in Q2).

    Waterway or oodplain modifcations such aswidening, deepening, realigning or cleaning rivers and

    owpaths can improve the transport o oodwaters

    downstream and reduce the likelihood o blockage,

    but can increase velocities and erosion and cause

    negative environmental impacts. The benefts o

    cleaning and clearing are only temporary unless these

    continue to be maintained.

    Other structures such as roads, railways and

    embankments also have an impact on ood risk

    management because they can alter ood ows andbehaviour. Floodgates can also be used to prevent

    backow rom river systems into drains.

    Figure 13. Land use planning should consider ood behaviour and risk. Probable Maximum Flood (PMF) is anestimation o the largest possible ood that could occur at a particular location. Critical public inrastructure such as

    hospitals and emergency management centres are ideally located outside the inuence o the PMF. From Q6 we notethat a 10% ood is a 1 in 10year ood and a 1% ood is a 1 in 100year ood. Courtesy o WMAwater.

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    Figure 14. Property modifcation measures to manage ood risk in new and existing development areas. Thisschematic was developed utilising the Integration and Application Network (IAN) tool (www.ian.umces.edu/

    symbols/).

    Property modifcation measures can protect

    against harm caused by oods

    In addition to the zoning and development controls

    or new and redevelopments mentioned above,

    modifcations to existing property are also essential i

    the growth in uture ood damage is to be contained.

    Land flling involves building up lowlying areas

    and can improve the ood immunity o structures

    constructed on that land, but can adversely aect

    ood behaviour elsewhere and thereore is generally

    limited to the ringes o the oodplain.

    Flood proofng involves the sealing o entrances,

    windows, vents, etc. to prevent or limit the ingress

    o oodwater. Generally it is only suitable or brick

    commercial buildings with concrete oors and it

    can prevent ingress or outside water depths up to

    approximately one metre. Ideally, new developments

    would use ood resilient designs and materials, asaddressed in Q8.

    House raising is widely used to reduce the requency

    o inundation o habitable oors, thereby reducing

    ood damage. This approach provides more exibility

    in planning, unding and implementation than

    removal o development. However, its application

    is limited as it is not suitable or all building types

    and only becomes economically viable when above

    oor inundation occurs requently (or example, on

    average at least once in every 10 years). It also does

    not remove the risk to people who occupy the house,

    particularly in larger ood events.

    Removal o developmentis generally only considered

    where there is signifcant potential or atalities to

    residents and/or potential rescuers due to ooding,

    and where other measures are not able to reduce

    these risks. There are instances where a largeproportion o, or an entire town has been relocated

    due to ooding. For example Clermont, Queensland,

    was relocated to higher ground ater the ood o

    1916. This approach generally involves voluntary

    purchase and demolition o the residence to remove

    it rom the oodplain. Voluntary purchase has no

    environmental impacts, although the economic cost

    and social impacts can be high. Communities oten

    oppose such schemes due to the impact on their

    community, surrounding property values and way o lie.

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    Response modifcation measures help

    communities deal with oods

    Measures to modiy the response o the community to

    a ood are essential to deal with residual ood risk,

    because development controls and ood mitigation

    works generally cannot deal with all possible oods.Response modifcation measures can include: ood

    warnings, upgrading ood evacuation routes, ood

    evacuation planning, ood emergency response and

    ood education programs.

    Implementing eective ood response within the

    community can reduce the danger and damage

    associated with oods. Flood warning and evacuation

    plans can be very cost eective and may, in some

    cases, be the only economically justifable risk

    management measures. However, like all mitigation

    measures, they require ongoing maintenance and

    support. This is discussed urther in Q5.

    Photo: In ood prone areas, houses with habitable oors built above the potential ood height can reduce the loss and damageassociated with oods. Photographer: Michael Marston

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    Climate change will aect ooding patterns

    Because ood events are inuenced by a number o

    actors, based on the current science it is difcult to

    confdently state that, overall, extreme ood events in

    Queensland will increase in intensity or requency as

    a result o climate change. However, increased coastalinundation rom sea level rise and increased chance

    o ash ooding because o an increase in shortterm

    heavy rainall events both seem highly likely, based

    on current assessments o projected climate change.

    There are our specifc questions about climate

    change that have relevance to uture ooding in

    Queensland:

    Will the systems that drive our regional climate beaected?This question is relevant because o the

    strong tendency or widespread ooding to occur

    during La Nia events, the wetter extreme o the El

    NioSouthern Oscillation, ENSO (see Q2 or moreinormation). I La Nia events, or their eects on

    Queensland rainall, became more requent or more

    intense because o global warming, we can expect

    more requent ooding. Currently it is projected that,

    in the uture, ENSO variations may be dierent rom

    those in the recent past. However, we are not currently

    able to project confdently what those changes will be.

    Will average rainall and short-period rainall events

    change?Average rainalls in SouthEast Queenslandare projected to increase in summer and decrease

    in winter. Regarding shortperiod (e.g. less than 24

    hour) rainall events, the Intergovernmental Panel onClimate Change recently concluded that it was likely

    such heavy precipitation events would become more

    requent over most land areas. This could lead to

    increased ood risk, especially or ash oods.

    A reevaluation o probable maximum precipitation

    could be required, along with ood resilience capacity

    or critical inrastructure such as dams and bridges.

    Will the sea level rise?Global warming is expected to

    lead to sea level rise, increasing the risk o ooding

    near the coast, including the lower reaches o coastal

    rivers.

    Will changes in storminess aect coastal ooding?

    Any increase in the requency or intensity o stormscould lead to increased storm surge risks, and this

    would exacerbate the increased likelihood o coastal

    inundation arising rom projected sea level rise.

    However, it is very difcult at present to predict how

    storms might change. Current predictions are or a

    decrease in the global number o tropical cyclones,

    but with a possible increase in the intensity o the

    strongest cyclones and more intense rainall.

    Better land use planning and oodplainmanagement can mitigate the impacts o ooding

    The uture will see Australias population continue togrow, placing increased pressures on our waterways,

    many o which already experience high levels o ood

    risk. A growing population will result in increased

    development on the oodplain and the temptation

    to build in ood corridors. Rising land prices and a

    resulting move to smaller block sizes are expected to

    result in our cities becoming more densely populated,

    increasing the chance o ooding in the cities. More

    houses built closer together increases the number o

    houses potentially exposed to ood damage.

    Better strategic land use planning will be

    essential to limit the growth o ood riskThis will require improved ood studies and

    oodplain management plans to enhance our

    understanding o how oods will behave under

    changing climate and catchment conditions.

    Implementing the fndings o these studies and

    management plans will help constrain development

    rom areas where it would increase the negative

    impacts o oods on other properties, including

    the delineation o ow corridors to support the

    sae passage o oodwaters through urban areas.

    Improved ood studies and management plans would

    also help restrict development rom areas where

    there would be an intolerable ood hazard to people

    or property, or where people could not be readily

    evacuated to dry land, or a practical alternative, in the

    case o a ood.

    In areas that are deemed suitable or development,

    these improved ood studies and management plans

    can help identiy the types o developments that will

    be suitable or specifc locations and the development

    controls necessary to reduce any residual ood

    risk in these areas to an acceptable level. These

    controls could include minimum fll and oor levels,

    assessing and delineating ood evacuation routes

    to ood ree land, designing subdivision layouts toacilitate staged evacuation and providing innovative

    building designs. Inormation rom these studies

    can also inorm regional land use planning, local

    environmental plans and development control plans.

    Future development should also be guided by

    detailed ood models (Figure 15). These models

    would enable all impacts o proposed new urban land

    uses to be quantifed, and or issues such as ood

    evacuation strategies, the im