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    Types of

    DAMSArvind Gupta

    M. Tech.-AHES(1st Yr.)

    12512006

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    Contents:

    Definitions

    Purposes

    Classifications On the basis of size

    On the basis of structure and material used

    Environmental issues References

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    Definitions:

    A dam is a structure which prevents the flow of

    water and accumulates it in a reservoir

    Dam is a solid barrier constructed at a suitablelocation across a river valley to store flowing water.

    A barrier constructed across a waterway to controlthe flow or raise the level of water.

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    Purpose:

    1. Drinking and domestic water supply2. Flood control3. Irrigation

    4. Industrial water supply5. Hydroelectric energy production6. Retention and control of sediments7. Inland navigation

    8. Improvement of water quality9. Fish Farming10. Recreation facilities

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    Classification of Dams

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    According to size of a Dam

    Large dams

    Small dams

    According to International commission on Large

    Dams, a dam is big if height is more than 15m.

    According to ICOLD, if the height is between 10m-

    15m the dams is big:

    If the crest length is bigger than 500m

    If the reservoir capacity is larger than 1 million m3

    If the flood discharge is more than 2000 m3/s

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    According to Height of dam

    High Dam

    If the height is more than 100m.

    Medium Dam

    If the height is between 50-100m

    Low Dam

    If the height is below 50

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    According to structure and materials

    used

    Gravity dams

    Arch dams

    Arch-gravity dams

    Buttress dams

    Barrages

    Embankment dams Homogeneous earth dams

    Non-Homogeneous (zoned) earth dams Rolled fill earth dams

    Hydraulic fill dam

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    Gravity Dams

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    Gravity dams are dams which resist the horizontal thrust of

    the water entirely by their own weight. They use their weight

    to hold back the water in the reservoir.

    The section of the gravity dam is approximately triangular in

    shape, with its apex at its top and maximum width at bottom.

    A gravity dam is generally straight in plan and, therefore, it is

    also called straight gravity dam.

    A gravity dam is made of concrete or masonry.

    It requires great quantities of material to construct.

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    Section of a Gravity Dam

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    The non-overflow section and

    The over flow section or spillway section.

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    Bhakra Dam, Himachal Pradesh - India's second tallest at 225.55 m

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    Arch Dam

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    An arch dam is curved in plan, with its convexity towards the

    upstream side. They transfers the water pressure and other forces

    mainly to the abutments by arch action.

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    An arch dam is quite suitable for narrow canyons withstrong flanks.

    The section of an arch dam is approximately triangularlike a gravity dam but the section is comparativelythinner.

    An arch dam is most suitable for narrow gorges.

    Since they are thinner than any other dam type, theyrequire much less construction material, making them

    economical and practical in remote areas.

    The foundation or abutments for an arch dam must bevery stable and proportionate to the concrete.

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    There are two basic designs for an arch dam:

    constant-radius dams, which have constant radiusof curvature, and

    variable-radius dams, which have both upstream

    and downstream curves that systematically

    decrease in radius below the crest

    A dam that is double-curvedin both its

    horizontal and vertical planes may be calleda dome dam.

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    Idukki Dam, Kerala- First Arch dam in India

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    Arch-Gravity Dam

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    An arch-gravity dam, curved-gravitydam or arched dam is a dam with the

    characteristics of both an arch dam and a gravitydam.

    It combines the strengths of two common dam

    forms and is considered a compromise betweenthe two.

    A gravity dam can be combined with an arch dam

    into an arch-gravity dam for areas with massiveamounts of water flow but less material availablefor a purely gravity dam.

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    Hoover dam, Arizona, US

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    Buttress dams

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    A buttress dam or hollow dam is a dam with asolid, water-tight upstream side that is supportedat intervals on the downstream side by a seriesof buttresses or supports.

    The dam wall may be flat or curved.

    In comparison with massive gravity dams,buttress dams save 40 percent and more inconcrete and costs.

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    Buttress Dam

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    Buttress Dam

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    Barrages

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    A barrage dam is a special kind of dam whichconsists of a line of large gates that can be

    opened or closed to control the amount ofwater passing the dam.

    The gates are set between flanking pierswhich are responsible for supporting thewater load.

    They are often used to control and stabilizewater flow of rivers for irrigation systems.

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    Farakka barrage, WB

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    Embankment Dams

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    A dam composed of any type of soil including rock isknown as embankment dams. These are classified into

    two main categories :

    Earth-fill dams

    An earthfill dam is an embankment dam, constructed

    primarily of compacted earth, either homogeneous or

    zoned, and containing more than 50% of earth.

    Rock-fill dams

    An embankment type of dam, dependent for its stabilityprimarily on rock.

    The earth utilized often contains a large percentage of

    large particles hence the term rock-fill.

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    Rock-fill Dam:

    An embankment consisting of various sizes of rock to

    provide stability and an impervious core of membrane to

    provide water-tightness.

    The impervious zone may be on the upstream face and

    made of masonry, concrete, plastic membrane, steel

    sheet piles, timber or other material.

    The impervious zone may also be within the

    embankment in which case it is referred to as a core.

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    Central core

    Sloping core

    Upstream core

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    New Melones Dam, California, US

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    Earthfill dams:

    . Local available soil is the main construction material

    It must be sufficiently impervious to prevent excessive

    loss of water through the dam.

    The soil should develop a maximum practical shear

    strength under compaction and maintain most of it after

    the filling of the reservoir;

    It must not consolidate, soften or liquify upon saturation.

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    Ranjit Sagar Dam, Punjab

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    Types of Earthfill dams:

    Homogeneous earth dams

    Non-Homogeneous (zoned) earth dams

    Rolled fill earth dams

    Hydraulic fill dam

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    Homogeneous earth dams

    These dams are constructed with uniform andhomogeneous materials. It is suitable for low height

    dams (up to 10m).

    The seepage action of such dams are not favourable,

    therefore, for safety in case of rapid drawdown, the

    upstream slope is kept relatively flat (3:1)

    Homogeneous section is modified by constructing rock

    toe at the downstream lower end and providing

    horizontal filter drain.

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    Homogeneous earth dams

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    Non-Homogeneous (zoned) earth

    dams

    These are dams with the central portions called core

    or hearting made from materials which are relatively

    impervious.

    The thickness of the core wall is made sufficiently

    thick to prevent leakage of water through the bodyof the dam.

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    Rolled fill earth dams

    An embankment dam of earth or rock in which the

    material is placed in layers and compacted by the use of

    rollers or rolling equipment.

    In this type of dams, successive layers of moistened or

    damp soils are laid one over the other. Each layer not

    exceeding 20 cm in thickness is properly consolidated at

    optimum moisture content, only then is the next layer

    laid.

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    Hydraulic Fill dams

    During construction, a mixture of excavated materials in slurry

    condition is pumped and discharged at the edges.

    When it is discharged near the outer edges, the coarser

    materials settle first at the edges, while the finer materials

    move to the middle and settle there.

    Fine particles are deposited in the central portion to form a

    water tight central core. In this method, compaction is not

    required.

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    Rubber Dam

    Inflatable rubber dams are cylindrical rubber fabrics

    placed across channels, streams and weir or dam

    crests to raise the upstream water level when inflated.

    The membrane is a multi-layer fabric made of synthetic

    fibre (usually nylon)and rubberised on one or both

    sides.

    The fabric is quite flexible and yet exhibits good wear-

    resistance characteristics

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    Jhanjavathi Rubber Dam, Andhra Pradesh- Indias 1st Rubber dam

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    Environmental Issues:

    Dams disturb natural fluctuations in water flow

    Dams block migratory fish species from their spawning

    and feeding sites

    Water quality can be degraded The transport of sediment along the river is disrupted

    Reservoirs can emit climate-changing greenhouse gases

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    References

    Varshney, R. S., Hydro Power Structures

    Wikipedia http://en.wikipedia.org/wiki/Dam

    http://www.idk.kerala.gov.in/index.php?option=com_content&view=article&id=85

    &Itemid=58\

    http://nptel.iitm.ac.in/courses/Webcourse-

    contents/IIT%20Kharagpur/Water%20Resource%20Engg/

    pdf/m4l06.pdf

    http://beengineeringinfo.blogspot.in/2012/04/types-of-dams-introduction-

    and.html

    http://www.dur.ac.uk/~des0www4/cal/dams/emba/emba.htm

    http://theconstructor.org/water-resources/earthfill-dams-its-classification/2273/

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    Thank You!

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    Questions..??