Planimetría L-Huaribamba (04).pdf

1
2x15m 2x15m 2x15m 2x15m 2x15m ESTACIÓN DISTANCIA PARCIAL COTA DE TERRENO DISTANCIA ACUMULADA PROPIETARIO TIPO DE TERRENO TIPO ARMADO SOPORTE DE ESTRUCTURA VANO HORIZONTAL(m) VANO PESO (m) VANO VIENTO (m) ANG. DERECHO(°g) ANG. IZQUIERDO(°g) P. CATENARIA (m) EDS INICIAL (%TR) EDS FINAL (%TR) N° y Tipo RETENIDAS N°. AMORTIGUADORES CP TIPO DE PAT CONDUCTOR PRINCIPAL 2068.34 2853.46 2068.34 2853.46 2089.81 2854.66 2113.11 2855.66 2123.80 2858.05 2152.66 2863.29 2225.56 2879.40 2311.18 2898.73 2403.16 2939.01 2479.03 2987.15 2479.03 2987.15 2479.97 2987.74 2512.87 3015.33 2525.95 3016.41 2543.07 3017.53 2559.34 3002.79 2580.27 2990.39 2605.30 2982.50 2622.86 2980.24 2653.88 2999.40 2695.73 3010.68 2713.04 3041.46 2713.04 3041.46 2775.32 3152.15 2790.31 3181.31 2794.98 3184.33 2800.82 3187.58 2800.82 3187.58 2800.82 3187.58 2819.49 3184.42 2842.00 3183.92 2862.67 3190.50 2871.65 3193.33 2900.18 3196.86 2912.09 3202.70 2939.68 3202.95 2945.63 3210.58 2953.81 3217.52 2963.08 3217.82 3016.42 3234.05 3026.36 3235.55 2870.0 2880.0 2890.0 2900.0 2910.0 2920.0 2930.0 2940.0 2950.0 2960.0 2970.0 2980.0 2990.0 3000.0 3010.0 3020.0 3030.0 3040.0 3050.0 3060.0 3070.0 3080.0 3090.0 3100.0 3110.0 3120.0 3130.0 3070.0 3080.0 3090.0 3100.0 3110.0 3120.0 3130.0 3140.0 3150.0 3160.0 3170.0 3180.0 3190.0 3160.0 3170.0 3180.0 3190.0 3200.0 3210.0 3220.0 3230.0 3240.0 3250.0 Km 3.0 Der.9°31'12.00" Izq.79°48'20.01" PR11 Tramo N° : 07 V. Equivalente : 400.53 Parámetro de Catenaria : - Cond. Principal : 1224.43 Tramo N° : 08 V. Equivalente : 225.54 Parámetro de Catenaria : - Cond. Principal : 1224.43 457.61 1224.43 14.00% 14.00% ACSR-120 457.61 15 PRH-3 -62.26 289.61 -173.70 9.16 4RI - 274.87 1224.43 14.00% 14.00% ACSR-120 274.87 16 PSH-3 83.24 366.24 -150.75 26.20 - - 17 PRH-3 781.08 250.21 -142.88 6.79 4RI 1xPAT-2 225.54 1224.43 14.00% 14.00% ACSR-120 225.54 17 PRH-3 781.08 250.21 -142.88 6.79 4RI 18 PRH-3 860.76 294.88 -162.90 -21.57 4RI 1xPAT-2 6.13 10.44 9.85 PROYECTO: REV. DESCRIPCIÓN APR. DIS. DIB. FECH. PERFÍL Y PLANIMETRÍA DISEÑO DE LA AMPLIACIÓN DEL SISTEMA DE 10kV DE LAS OPERACIONES DE MINA EN EL TRAMO SE 2SA1 - SE HUARIBAMBA 5km LÍNEA EN 10kV - HUARIBAMBA 1xPAT-2

Transcript of Planimetría L-Huaribamba (04).pdf

  • 2x15m2x15m

    2x15m2x15m

    2x15m

    ESTACIN

    DISTANCIA PARCIAL

    COTA DE TERRENO

    DISTANCIA ACUMULADA

    PROPIETARIO

    TIPO DE TERRENO

    TIPO ARMADOSOPORTE

    N DE ESTRUCTURA

    VANO HORIZONTAL(m)VANO PESO (m)VANO VIENTO (m)ANG. DERECHO(g)ANG. IZQUIERDO(g)P. CATENARIA (m)EDS INICIAL (%TR)EDS FINAL (%TR)N y Tipo RETENIDASN. AMORTIGUADORES CPTIPO DE PATCONDUCTOR PRINCIPAL

    2068.342853.46 2068.342853.46

    2089.812854.66

    2113.112855.66

    2123.802858.05

    2152.662863.29

    2225.562879.40

    2311.182898.73

    2403.162939.01

    2479.032987.15

    2479.032987.15 2479.972987.74

    2512.873015.33

    2525.953016.41

    2543.073017.53

    2559.343002.79

    2580.272990.39

    2605.302982.50

    2622.862980.24

    2653.882999.40

    2695.733010.68

    2713.043041.46

    2713.043041.46

    2775.323152.15

    2790.313181.312794.983184.332800.823187.58

    2800.823187.58 2800.823187.58

    2819.493184.42

    2842.003183.92

    2862.673190.502871.653193.33

    2900.183196.86

    2912.093202.70

    2939.683202.952945.633210.582953.813217.52

    2963.083217.82

    3016.423234.05

    3026.363235.55

    2870.0

    2880.0

    2890.0

    2900.0

    2910.0

    2920.0

    2930.0

    2940.0

    2950.0

    2960.0

    2970.0

    2980.0

    2990.0

    3000.0

    3010.0

    3020.0

    3030.0

    3040.0

    3050.0

    3060.0

    3070.0

    3080.0

    3090.0

    3100.0

    3110.0

    3120.0

    3130.0

    3070.0

    3080.0

    3090.0

    3100.0

    3110.0

    3120.0

    3130.0

    3140.0

    3150.0

    3160.0

    3170.0

    3180.0

    3190.0

    3160.0

    3170.0

    3180.0

    3190.0

    3200.0

    3210.0

    3220.0

    3230.0

    3240.0

    3250.0

    Km

    3.0

    Der.931'12.00"

    Izq.7948'20.01"

    PR

    11

    Tramo N

    : 07V

    . Equivalente : 400.53

    Parm

    etro de Catenaria :

    - Cond. P

    rincipal : 1224.43

    Tramo N

    : 08V

    . Equivalente : 225.54

    Parm

    etro de Catenaria :

    - Cond. P

    rincipal : 1224.43

    457.61

    1224.43

    14.00%

    14.00%

    AC

    SR

    -120

    457.61

    15

    PR

    H-3

    -62.26

    289.61

    -173.70

    9.16

    4RI

    -

    274.87

    1224.43

    14.00%

    14.00%

    AC

    SR

    -120

    274.87

    16

    PS

    H-3

    83.24

    366.24

    -150.75

    26.20

    --

    17

    PR

    H-3

    781.08

    250.21

    -142.88

    6.79

    4RI

    1xPA

    T-2

    225.54

    1224.43

    14.00%

    14.00%

    AC

    SR

    -120

    225.54

    17

    PR

    H-3

    781.08

    250.21

    -142.88

    6.79

    4RI

    18

    PR

    H-3

    860.76

    294.88

    -162.90

    -21.57

    4RI

    1xPA

    T-2

    6.13

    10.44

    9.85

    PR

    OY

    EC

    TO

    :

    REV.

    DESCRIPCIN

    APR.

    DIS.

    DIB.

    FECH.

    PE

    RFL Y

    PLA

    NIM

    ET

    RA

    DIS

    E

    O D

    E LA

    AM

    PLIA

    CI

    N D

    EL S

    ISTE

    MA

    DE

    10kV D

    E LA

    S O

    PE

    RA

    CIO

    NE

    SD

    E M

    INA

    EN

    EL TR

    AM

    O S

    E 2S

    A1 - S

    E H

    UA

    RIB

    AM

    BA

    5km

    LNEA EN 10kV - HUARIBAMBA

    1xPA

    T-2