grafik pengendalian tekanan kel.2a

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  • 8/17/2019 Grafik Pengendalian Tekanan Kel.2A

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    PV

    Tekanan (bar)

    Gambar 3.1: Grafik Pengendalian Tekanan Pada Aliran Non Vessel (PV/SV 10 – 100) Sebelm

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    Tekanan (bar)

    Gambar 3.#: Grafik Pengendalian Tekanan Pada Aliran Non Vessel (PV/SV 100 – 10) Sebelm

    !ikon"ersi

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    Gambar 3.3: Grafik Pengendalian Tekanan Pada Aliran Non Vessel (PV/SV 10 – 100) Sesda%

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    Gambar 3.&: Grafik Pengendalian Tekanan Pada Aliran Non Vessel (PV/SV 100 – 10) Sesda%

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    f(x) = 0x + 0.03R² = 0.98

    f(x) = 0.01x + 0.18R² = 0.99

    f(x) = - 0x + 0.19R² = 0.06

    f(x) = - 0x + 0.42R² = 0.07

    P1

    Linear (P1)

    P2

    Linear (P2)

    P3

    Linear (P3)

    P4

    Linear (P4)

    PV

    Tekanan (kg/$m#)

    Gambar 3.': Grafik inearias Pengendalian Tekanan Pada Aliran Non Vessel (PV/SV 10 – 100)

    Sesda% !ikon"ersi

  • 8/17/2019 Grafik Pengendalian Tekanan Kel.2A

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    f(x) = 0x + 0.04R² = 0.99

    f(x) = 0.01x + 0.21R² = 0.95

    f(x) = - 0x + 0.19R² = 0.11

    f(x) = - 0x + 0.4R² = 0.68

    P1Linear (P1)

    P2

    Linear (P2)

    P3

    Linear (P3)

    P4

    Linear (P4)

    PV

    Tekanan (kg/$m#)

    Gambar 3.*: Grafik inearias Pengendalian Tekanan Pada Aliran Non Vessel (PV/SV 100 – 10)

    Sesda% !ikon"ersi

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    1.2

    P1

    P2

    P3

    P4

    PV

    Tekanan (bar)

    Gambar 3.+: Grafik Pengendalian Tekanan Pada Aliran Vessel (PV/SV 10 – 100) Sebelm

    !ikon"ersi

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    P1

    P2

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    P4

    PV

    Tekanan (bar)

    Gambar 3.,: Grafik Pengendalian Tekanan Pada Aliran Vessel (PV/SV 100 – 10) Sebelm

    !ikon"ersi

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    1.2

    P1

    P2

    P3

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    PV

    Tekanan (kg/$m#)

  • 8/17/2019 Grafik Pengendalian Tekanan Kel.2A

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    Gambar 3.-: Grafik Pengendalian Tekanan Pada Aliran Vessel (PV/SV 10 – 100) Sesda%

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    P1

    P2

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    PV

    Tekanan (kg/$m#)

    Gambar 3.10: Grafik Pengendalian Tekanan Pada Aliran Vessel (PV/SV 100 – 10) Sesda%

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    f(x) = 0x + 0.03R² = 0.99

    f(x) = 0.01x + 0.19R² = 1

    f(x) = 0x + 0.18

    R² = 0

    f(x) = - 0x + 0.32R² = 0.73

    P1

    Linear (P1)

    P2

    Linear (P2)

    P3

    Linear (P3)

    P4Linear (P4)

    PV

    Tekanan (kg/$m#)

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    Gambar 3.11: Grafik inearias Pengendalian Tekanan Pada Aliran Vessel (PV/SV 10 – 100)

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    f(x) = 0x + 0.06R² = 0.99

    f(x) = 0.01x + 0.16R² = 0.97

    f(x) = - 0x + 0.18R² = 0.6

    f(x) = - 0x + 0.25

    R² = 0

    P1

    Linear (P1)

    P2

    Linear (P2)

    P3

    Linear (P3)

    P4

    Linear (P4)

    PV

    Tekanan (kg/$m#)

    Gambar 3.1#: Grafik inearias Pengendalian Tekanan Pada Aliran Non Vessel (PV/SV 100 – 10)

    Sesda% !ikon"ersi