Lecture 3 Flood Management

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    Flood and Drought Management

    Lecture 3 Flood Management

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    Flood Management Nature of Flood

    Damage

    The extent of flood damage

    Physical

    Economical

    Social

    Environmental

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    Flood Management Damages due

    to Flooding

    Every year, nearly 196 million individualsfrom over 90 countries are exposed to a

    calamitous flood event. In sum, between1980 and 2000 over 170,000 deaths wereattributable to major flooding. Over time,the techniques to minimize detrimental

    effects and amplify some of the benefits, hasgrown and become more complex (Andreaand Karthick. 2004)

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    Flood Management - Definition

    Flood management is defined as the set of allmeasures , physical or otherwise , that enable

    the communities that inhabit the flood plain

    to live in harmony with the extreme natural

    events, minimizing undue hardship to the

    extent practicable.

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    Flood Management Building Blocks

    Flood management includes :

    Preventive,

    Engineering,

    Social,

    Economic, and

    Administrative measures

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    Flood Management core philosophy

    An adjustment of the river flow to suit mansconvenience

    An adjustment of mans activities to suit therivers convenience.

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    Flood Management - percepts

    Reducing the scale of floods (i.e. better catchmentmanagement, controlling runoff, detention basins,dams, protecting wetlands);

    Isolating the threat of floods (i.e. flood embankments,flood proofing, limiting floodplain development);

    Increasing peoples coping capacity (emergencyplanning, forecasting, warning, evacuation,compensation, insurance)

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    Flood Management

    A number of conceptualization of flood managementmeasures cited in literature : Arey and Bauman(1971) ,Kate(1962), White(18),Yevjevich ( 1974), etc

    Yevjevich ( 1974) Flood prevention

    Flood prediction

    Flood proofing

    Physical control

    Insurance

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    Flood Prevention

    Defined as those designed to prevent or mitigatea flood hazard by controlling its causes.

    Causal factors : Primary

    The natural process ( rainfall, snow melt, breach ofimpoundments)

    Secondary Man made developments in the watershed which tamper

    with the natural process

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    Flood Prediction

    The measures of flood prediction depends asthose techniques that allow the competent

    authority to forecast the intensity and durationof a flood event.

    Important questions

    How accurate are the forecasts and how far inadvance can they be made ? and

    What is the economic worth of the forecasts ?

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    Flood Prediction

    The flood forecast or flood warning alerts thecommunity to prepare for an eventual flood

    defense

    Prediction can be considered as an input to

    warning systems

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    Flood Plain Proofing

    Is defined as those measures designed to minimize

    damage to life and property in the event of inundation

    , whether by calculated risk or by the failure of some

    other means to perform as expected.

    Measures

    Land use planning

    Land elevation Flood proofing of buildings

    Community awareness of the extent of flooding

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    Physical Control

    Physical control measures are defined as thosemeasures by which man engineers thecharacteristics of the watershed and watercourse inorder to prevent the flood event from causing

    damage to life and property.

    Can be

    intensive or

    Those of structural type by which the flood waters are confinedto the main channel or otherwise channeled so that they do notrun uncontrolled

    Extensive

    Relate to the practices in the overall basin, such as soil

    conservation measures and control of vegetative cover

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    Flood Insurance

    Is a means of spreading the individual losses

    due to flood among the wider sector of thesociety.

    The public disaster approach

    Public flood insurance

    Mixed public private flood insurance

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    Flood Management - Methods

    Structural measures

    which are engineering measures to minimize the risk

    of a water course overtopping its bank

    Non- structural measures are varied in nature and are aimed at minimizing the

    social and economic loss to individuals in the eventthat the watercourse does overtop its bank and runsuncontrolled over the flood plain..

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    Structural Measures

    Physical measures

    Types

    Intensive ( in the river channel)

    Extensive ( in the watershed)

    Intensive measures are of three types :

    those that accelerate the flow

    those that retard the flow, and

    those that divert the flow

    Include : floodways and diversion channels

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    Structural Measures

    Extensive measures

    Are those that aim at modifying the rainfall runoffrelation for the watershed.

    Changing the rate of overland flow

    Controlling sediment yield

    Snow melt management

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    Extensive Measures Source Control

    Measures

    The assessment of the likely effectiveness of sourcecontrol also considers pre-flood conditions such as thestate of saturation of the soil, and whether or not theground is frozen

    Thus, a potential drawback with some forms of sourcecontrol, and other forms of land-use modification suchas afforestation, is that the capacity to absorb or storerainfall depends on the antecedent

    conditions of the catchment.

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    Extensive Measure Vegetative

    Control

    Its beneficial effect lies in decreasing the rate of

    overland flow, thus hindering runoff and soil erosion.

    Effect dependent on the type and nature of the land

    cover.

    Is a watershed scale measure and might turnout to be

    an expensive undertaking.

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    Hydrologic Cycle

    Runoff, streamflow,

    Q(t)

    Precipitation, P(t)

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    Extensive Measure Soil Loss Control

    Aimed primarily at minimizing soil erosion

    from the watershed.

    Erosion control and soil control at the

    watershed level are intimately connected.

    Categories of soil control measures

    Ve etative

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    Intensive Measure Dikes and Levees

    Levees are small earthen dams placed on thefloodplain at a certain distance from the banks

    of a stream to serve as artificial banks during

    flood periods when the stream overflows itsnatural banks.

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    Intensive Measure Dikes and Levees

    Hydraulic effects of confining flood waters of a

    river in between levees are : To increase the rate at which the flood event

    travels downstream,

    To increase the river stage for a particular floodevent,

    To increase the velocity and the scouring potential

    through the leveed section.

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    Intensive Measure Dikes and Levees

    Provide the most direct means of flood

    protection.

    Can be constructed where needed, affording high

    degree of protection to a portion of the flood

    plain.

    Draw backs :

    The increase in flood stages brought upon by the

    construction of a levee system

    The uncertainty in the calculation of the maximum

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    Intensive Measure Channel

    Improvement

    The purpose of channel improvement is to

    increase the discharge of a stream in order to

    enable the flood waters to flow off faster and

    thus decrease the flood stages and reduce the

    frequency of flood damage.

    Methods for increasing discharge :

    Increase the size of the channel

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    Intensive Measure Channel

    Improvement

    Increasing the size of the channel :

    Widen the river channel Economic factors severely limit its use as a

    management measure.

    Increasing the velocity Decreasing the roughness of the channel;

    Increasing the hydraulic radius, and

    Increasing the slope of the water surface

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    Intensive Measure Channel

    Improvement

    Decreasing roughness

    Channel clearing

    Increasing the hydraulic radius :

    Can be increased by dredging the channel bed.

    Building levees

    Slope modification

    Straightening the channel alignment

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    Intensive Measures - Reservoirs

    Flood control reservoirs provide for temporary

    storage of the flood waters , limiting the flow

    downstream to a quantity which the channel

    can safely carry, thereby preventing floods.

    Philosophy :

    Dampen the peak of the flood by artificial storage

    and release after the flood event has subsided.

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    Intensive Measures - Reservoirs

    Storage has to be used in an appropriate

    combination with other structural and non-

    structural measures.

    Releases from reservoirs can create risks, and

    the careful operation of reservoirs can

    minimize the loss of human life and property

    due to such releases. In this context

    transboundary cooperation is indispensable.

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    Intensive Measures - Reservoirs

    The storage capacity is dictated by the

    difference between the rate of inflow and themaximum rate of outflow below the dam.

    Reservoirs

    Regulated type (storage reservoirs)

    Unregulated type( detention reservoirs)

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    Intensive Measures - Reservoirs

    Regulated type

    Outlet is equipped with power/manually/automatically operated gates

    Controlled release of water and excess water is

    stored until the inflow flood recedes.

    Detention reservoir

    Has fixed outlet works.

    Sufficient size to pass freely all normal flow.

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    Blue Marsh Reservoir near Reading, PA/Photo By

    U.S. Army Corps of Engineers, Philadelphia District

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    Intensive Measures Floodways and

    Channel Diversions

    Floodways and channel diversions are

    designed to alleviate the passage of flood

    wave through the main channel , by

    providing for the release of some of the

    excess water to be carried by improving

    natural channels or artificial channels

    especially constructed for this purpose.

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    Intensive Measures Floodways and

    Channel Diversions

    Flood ways :

    Water returns to the channel

    Channel diversion

    Taking flood waters out of the main channel and

    conveying them into inland lakes, off-channelreservoirs , or directly into the lake/sea.

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    A comparison of the non

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    Non Structural Measures

    Flood proofing

    Emergency measures

    Land use regulation

    Loss Bearing

    Public relief

    Flood insurance

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    Flood Proofing

    Refers to sets of measures designed to reduce

    the damage to buildings located in the

    floodplain, in the event of inundation by flood

    waters.

    Three classes : Permanent

    Contingency, and

    Emergency

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    Flood Proofing

    Permanent measures are those that provide

    protection against the flood for which they

    were designed, independent of any humanjudgment, forecast or action.

    Contingency measures are those that become

    effective after the receipt of a warning orforecast and involve human action to some

    degree.

    Emergency measures are either improved in

    the event of a flood or carried out accordin

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    Flood Proofing Measures - Permanent

    Seepage control

    Sewer adjustments

    Permanente closure

    Openings protected

    Interiors protected

    Elevation

    Timber Treatment

    Deliberate Flooding

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    Flood Proofing Emergency Measures

    Refer to all those actions by individuals and

    the community , whether preplanned or

    contingent upon the onset of a flood,

    designed to avert damage to life and property,

    ad minimize material losses.

    Types

    Removal,

    Flood fighting, and

    Rescheduling

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    Flood Proofing Emergency Measures

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    Emergency Measures - Rescheduling

    Comprises shifts in public service and other

    production schedules which aim at

    maintaining service during the flood.

    Some measures

    Rail and highway traffic

    Supplying bottled gas for hospitals and other key

    institutions

    Emergency repair of eroding highway beds.

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    Land Use Regulation

    Land use management programs cannot prevent

    all flooding or reduce all flood losses.

    Reduce flood losses to acceptable levels however,

    by altering the course of flood waters and the

    type of land use patterns.

    Flood damage are related to both the flood

    potential at a site and the nature of land use.

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    Land Use Regulation

    Some general classes of land use are moresusceptible to flood damage than others.Damage to forestry , agricultural and openspaces is less than to residential or commercialuses. Damage can effectively be reduced if

    open spaces.

    Land use planning

    Land use regulation must be used incombination wit other measures to achieve

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    Land Use Regulation

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    Loss Bearing

    Los bearing refers to a series of adjustments

    through which a community rationalizes its

    occupancy of the flood plain.

    The dwellers of the flood plain bear the lossesindividually.

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    Public Relief

    Refers to the economic measures taken by local,

    state and federal governments to alleviate the

    financial hardship of flood plain occupants that

    have been subjected to a flood.

    This is an alternative and a substitute for

    individual losses, where upon the general public

    shares in the losses of the les fortunate

    communities.

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    Flood Insurance

    It entails the mechanism by which floodplain

    occupants purchase institutional protection

    against undue damage, and become the

    beneficiaries of private or public insurance in

    the event of economic loss due to floods

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    Flood Management

    Traditional flood management interventionsare listed below:

    Source control to reduce runoff (permeable

    pavements, afforestation, artificial recharge); Storage of runoff (wetlands, detention basins,

    reservoirs);

    Capacity enhancement of rivers (bypass channels,

    channel deepening or widening);

    Separation of rivers and populations (landuse

    control, dikes, flood proofing, zoning, house

    raising);

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    Flood Management

    Emergency management during floods (flood

    warnings, emergency works to raise or strengthendikes, flood proofing, evacuation); and

    Flood recovery (counseling, compensation or

    insurance).

    Flood Management Source Control

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    Flood Management Source Control

    Measures

    Source controls intervene in the process of the

    formation of runoff from rainfall or snowmelt,

    and take the form of storage in the soil or viathe soil.

    The use of this strategy normally considers theconsequential effects on the erosion process,the time of concentration in the soil and the