Reliability Based Design of Transmission Line

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    Reliability based design of

    Transmission Line

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    Design philosophy

    Reliability

    Security

    Safety

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    Types of towers Suspension towers

    Tangent towers (0o) with suspension string

    for straight runs only.Intermediate towers (0o to 2o) with

    suspension string for straight runs andupto 2o line deviation.

    Light angle towers (0o to 5o) withsuspension string on straight runs andupto 5o line deviation

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    4. Dead end towers with tension string for use as dead end ( terminal) tower oranchor tower.

    5. Large angle and dead end towers withtension string for line deviation from30o to 60o or for dead ends.

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    Reliability levels Return period Reliability level

    50 years 1

    150 years 2

    500 years 3

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    Wind effects

    BasicW

    ind Speed Meteorological Reference Wind Speed

    Design Wind Speed

    Risk Coefficient K1 Terrain Roughness coefficient K2

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    Terrain categories1. Exposed open terrain seacoasts,

    open stretch of water, deserts and flattreeless plains

    2. Open terrain - normal country lineswith very few obstacles.

    3. Terrain with numerous obstructions built up areas and forest areas

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    Design Wind Pressure

    Design wind pressure (N/m2) = 0.6 Vd2

    Where Vd = design wind speed in m/s

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    Wind loads

    Wind load on tower

    Wind load on conductor and ground

    wire

    Wind load on insulator strings

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    Temperature variations Maximum and minimum temperatures

    as per isopleths

    Average everyday temperature shall be32o C

    Maximum conductor temperature for

    design 75o for ACSR

    85o for AAAC

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    Sag and TensionAs per IS 5613( Part 2 / Sec 1) : 1985

    100%Design Wind Pressure atEveryday Temperature

    36%Design Wind Pressure at minimumtemperature

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    Loads on tower Climatic loads

    Failure containment loads

    Construction and maintenance loads

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    Computation of loads Transverse loads

    Reliability requirements

    Security requirements

    Safety requirements

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    Vertical loads

    Reliability requirements

    Security requirements

    Safety requirements

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    Longitudinal loads

    Reliability requirements

    Security requirements

    Safety requirements

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    Loading combinations Reliability condition

    Transverse loads

    Vertical loads

    Longitudinal loads

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    Loading combinations Security condition

    Transverse loads

    Vertical loads

    Longitudinal loads

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    Loading combinations Safety condition

    Transverse loads

    Vertical loads

    Longitudinal loads

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    Anti cascading checksAll angle towers shall be checked for

    the following anti cascading conditions

    with all conductors and ground wireintact only on one side of the tower

    Transverse loadsVertical loads

    Longitudinal loads

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    Tension limits Conductor / Ground wire tension at

    everyday temperature and without

    external load should not exceed thefollowing percentages of UltimateTensile Strength

    Initial unloaded tension 35%

    Final unloaded tension 25%

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    The ultimate tension under everydaytemperature and 100% design wind

    pressure Or

    Minimum temperature and 36% design

    wind pressureShall not exceed 70% of Ultimate TensileStrength of the Conductor / Ground wire

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    Broken wire conditions

    Single circuit towers

    Any one phase or ground wire brokenwhichever is more stringent for a particular

    member

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    Double , Triple and Quadruple circuit towers

    Suspension towers

    Any one phase or ground wire broken whicheveris more stringent for a particular member

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    Small and medium angle towers

    Any two phases broken on the sameside and same span or any one phaseand one ground wire broken on the

    same side and same span whichever ismore stringent for a particular member

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    Large angle tension towers /Dead endtowers

    Any three phases broken on the same sideand same span or any two of the phases andone ground wire broken on the same sideand same span, whichever is more stringentfor a particular member

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