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ISPITIVANJE PRECIZNOSTI GNSS RTK MJERNIH SUSTAVA PREMA NORMI ISO 17123-8:2007 PRIMJENOM CROPOS-A Mladen Zrinjski, Đuro Barković, Lovre Vulić 3. CROPOS konferencija Opatija, 24.-25. listopada 2013.

ISPITIVANJE PRECIZNOSTI GNSS RTK MJERNIH SUSTAVA · PDF fileISPITIVANJE PRECIZNOSTI GNSS RTK MJERNIH SUSTAVA PREMA NORMI ISO 17123-8:2007 PRIMJENOM CROPOS-A Mladen Zrinjski, Đuro

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  • ISPITIVANJE PRECIZNOSTI GNSS RTK

    MJERNIH SUSTAVA PREMA NORMI ISO

    17123-8:2007 PRIMJENOM CROPOS-A

    Mladen Zrinjski, uro Barkovi, Lovre Vuli

    3. CROPOS konferencija

    Opatija, 24.-25. listopada 2013.

  • 3. CROPOS konferencija

    Opatija, 24.-25. 10. 2013.

    2

    Uvod

    Norme su isprave dostupne javnosti koje su

    odobrile ustanove za normizaciju na

    odgovarajuoj razini

    Isprave za opu i viekratnu primjenu

    Donesene konsenzusom

    Jame najbolji stupanj ureenosti u

    odreenim okolnostima

    Norme su conditio sine qua non suvremenog

    poslovanja i trgovine

  • Broj Oznaka norme Izvorni naziv norme

    1. ISO 9849:2000 Optics and optical instruments -- Geodetic and surveying instruments --

    Vocabulary

    2. ISO 12858-1:1999 Optics and optical instruments -- Ancillary devices for geodetic instruments --

    Part 1: Invar levelling staffs

    3. ISO 12858-2:1999 Optics and optical instruments -- Ancillary devices for geodetic instruments --

    Part 2: Tripods

    4. ISO 12858-3:2005 Optics and optical instruments -- Ancillary devices for geodetic instruments --

    Part 3: Tribrachs

    5. ISO 16331-1:2012 Optics and optical instruments -- Laboratory procedures for testing surveying and

    construction instruments -- Part 1: Performance of handheld laser distance meters

    6. ISO 17123-1:2010 Optics and optical instruments -- Field procedures for testing geodetic and

    surveying instruments -- Part 1: Theory

    7. ISO 17123-2:2001 Optics and optical instruments -- Field procedures for testing geodetic and

    surveying instruments -- Part 2: Levels

    8. ISO 17123-3:2001 Optics and optical instruments -- Field procedures for testing geodetic and

    surveying instruments -- Part 3: Theodolites

    9. ISO 17123-4:2012

    Optics and optical instruments -- Field procedures for testing geodetic and

    surveying instruments -- Part 4: Electro-optical distance meters (EDM

    measurements to reflectors)

    10. ISO 17123-5:2012 Optics and optical instruments -- Field procedures for testing geodetic and

    surveying instruments -- Part 5: Total stations

    11. ISO 17123-6:2012 Optics and optical instruments -- Field procedures for testing geodetic and

    surveying instruments -- Part 6: Rotating lasers

    12. ISO 17123-7:2005 Optics and optical instruments -- Field procedures for testing geodetic and

    surveying instruments -- Part 7: Optical plumbing instruments

    13. ISO 17123-8:2007

    Optics and optical instruments -- Field procedures for testing geodetic and

    surveying instruments -- Part 8: GNSS field measurement systems in real-time

    kinematic (RTK)

  • 3. CROPOS konferencija

    Opatija, 24.-25. 10. 2013.

    4

    Norma ISO 17123-8:2007

    28

    22

    22

    RTKGNSSISO

    yx

    yxxy

    rrsss

    28

    2

    RTKGNSSISO

    h

    h

    rs

    xyxys 15.1RTKGNSSISO hhs 22.1RTKGNSSISO

    70.1~59.0 2RTKGNSSISO

    2

    RTKGNSSISO

    xy

    xy

    s

    s13.2~47.0 2

    RTKGNSSISO

    2

    RTKGNSSISO

    h

    h

    s

    s

  • s xy = 11 mm , s h = 21 mm

    5138067.949 523603.217 -206.409 11 21

    D j h j Di,j h,i,j

    i j k x y h [m] [m] [mm] [mm]

    1 1 1 1 5070432.481 459660.027 114.380

    2 1 1 2 5070415.560 459670.693 114.390 20.002 0.010 8 -10

    3 1 2 1 5070432.471 459660.026 114.382

    4 1 2 2 5070415.573 459670.691 114.411 19.982 0.029 -12 9

    5 1 3 1 5070432.469 459660.028 114.380

    6 1 3 2 5070415.566 459670.688 114.405 19.984 0.025 -11 5

    7 1 4 1 5070432.475 459660.024 114.382

    8 1 4 2 5070415.556 459670.689 114.393 20.000 0.011 5 -9

    9 1 5 1 5070432.468 459660.025 114.385

    10 1 5 2 5070415.555 459670.695 114.400 19.997 0.015 3 -5

    11 2 6 1 5070432.467 459660.028 114.396

    12 2 6 2 5070415.552 459670.681 114.412 19.990 0.016 -4 -4

    13 2 7 1 5070432.474 459660.024 114.390

    14 2 7 2 5070415.557 459670.689 114.418 19.998 0.028 4 8

    15 2 8 1 5070432.472 459660.023 114.371

    16 2 8 2 5070415.551 459670.688 114.393 20.002 0.022 7 2

    17 2 9 1 5070432.470 459660.026 114.377

    18 2 9 2 5070415.554 459670.685 114.412 19.994 0.035 0 15

    19 2 10 1 5070432.478 459660.022 114.377

    20 2 10 2 5070415.562 459670.683 114.396 19.995 0.019 1 -1

    21 3 11 1 5070432.470 459660.023 114.389

    22 3 11 2 5070415.555 459670.690 114.414 19.998 0.025 3 5

    23 3 12 1 5070432.467 459660.027 114.400

    24 3 12 2 5070415.556 459670.685 114.412 19.989 0.012 -5 -8

    25 3 13 1 5070432.460 459660.021 114.397

    26 3 13 2 5070415.545 459670.684 114.402 19.995 0.005 1 -15

    27 3 14 1 5070432.470 459660.025 114.399

    28 3 14 2 5070415.551 459670.686 114.418 19.998 0.019 3 -1

    29 3 15 1 5070432.468 459660.013 114.389

    30 3 15 2 5070415.557 459670.678 114.413 19.993 0.024 -1 4

    39 74

    Odstupanje

    Granina vrijednost [mm]

    Mjerenje

    [m]

    Serijski broj instrumenta: SNo: 4641123721 A priori standardno odstupanje:

    Broj

    mjerenja

    Sesija SetToka r o v e r a

    Horizontalna

    duljina

    Visinska

    razlika

    Potpuni test za GNSS RTK instrumente prema normi HRN ISO 17123-8:2008 (prva serija mjerenja)

    Mjerenja obavio: Lovre Vuli Vremenske prilike: oblano, 3 C

    h *= 0,020 m

    Datum mjerenja: 26.01.2012. Nominalna horizontalna duljina: D *= 19,995 m

    Tip instrumenta: Trimble R8 GNSS Nominalna visinska razlika:

  • i j k x y h r x r y r h r x r y r h

    1 1 1 1 5070432.481 459660.027 114.380 10 3 -6 100 9 36

    2 1 1 2 5070415.560 459670.693 114.390 3 6 -16 9 36 256

    3 1 2 1 5070432.471 459660.026 114.382 0 2 -4 0 4 16

    4 1 2 2 5070415.573 459670.691 114.411 16 4 5 256 16 25

    5 1 3 1 5070432.469 459660.028 114.380 -2 4 -6 4 16 36

    6 1 3 2 5070415.566 459670.688 114.405 9 1 -1 81 1 1

    7 1 4 1 5070432.475 459660.024 114.382 4 0 -4 16 0 16

    8 1 4 2 5070415.556 459670.689 114.393 -1 2 -13 1 4 169

    9 1 5 1 5070432.468 459660.025 114.385 -3 1 -1 9 1 1

    10 1 5 2 5070415.555 459670.695 114.400 -2 8 -6 4 64 36

    11 2 6 1 5070432.467 459660.028 114.396 -4 4 10 16 16 100

    12 2 6 2 5070415.552 459670.681 114.412 -5 -6 6 25 36 36

    13 2 7 1 5070432.474 459660.024 114.390 3 0 4 9 0 16

    14 2 7 2 5070415.557 459670.689 114.418 0 2 12 0 4 144

    15 2 8 1 5070432.472 459660.023 114.371 1 -1 -15 1 1 225

    16 2 8 2 5070415.551 459670.688 114.393 -6 1 -13 36 1 169

    17 2 9 1 5070432.470 459660.026 114.377 -1 2 -9 1 4 81

    18 2 9 2 5070415.554 459670.685 114.412 -3 -2 6 9 4 36

    19 2 10 1 5070432.478 459660.022 114.377 7 -2 -9 49 4 81

    20 2 10 2 5070415.562 459670.683 114.396 5 -4 -10 25 16 100

    21 3 11 1 5070432.470 459660.023 114.389 -1 -1 3 1 1 9

    22 3 11 2 5070415.555 459670.690 114.414 -2 3 8 4 9 64

    23 3 12 1 5070432.467 459660.027 114.400 -4 3 14 16 9 196

    24 3 12 2 5070415.556 459670.685 114.412 -1 -2 6 1 4 36

    25 3 13 1 5070432.460 459660.021 114.397 -11 -3 11 121 9 121

    26 3 13 2 5070415.545 459670.684 114.402 -12 -3 -4 144 9 16

    27 3 14 1 5070432.470 459660.025 114.399 -1 1 13 1 1 169

    28 3 14 2 5070415.551 459670.686 114.418 -6 -1 12 36 1 144

    29 3 15 1 5070432.468 459660.013 114.389 -3 -11 3 9 121 9

    30 3 15 2 5070415.557 459670.678 114.413 0 -9 7 0 81 49

    1 5070432.471 459660.024 114.386

    2 5070415.557 459670.687 114.406

    984 482 2393

    5.93 4.15 9.24

    Broj

    mjerenja

    Sesija SetToka r o v e r a

    Rezidual

    [mm]

    Mjerenje

    [m]

    Suma kvadrata reziduala

    Empirijsko standardno odstupanje, s

    Kvadrat reziduala

    [mm]

    Srednja vrijednost

  • s xy = 11 mm , s h = 21 mm

    5138067.949 523603.217 -206.409 11 21

    D j h j Di,j h,i,j

    i j k x y h [m] [m] [mm] [mm]

    1 1 1 1 5070432.478 459660.023 114.387

    2 1 1 2 5070415.558 459670.689 114.390 20.001 0.003 6 -19

    3 1 2 1 5070432.474 459660.026 114.382

    4 1 2 2 5070415.576 459670.692 114.415 19.983 0.033 -12 11

    5 1 3 1 5070432.469 459660.028 114.380

    6 1 3 2 5070415.562 459670.688 114.405 19.987 0.025 -8 3

    7 1 4 1 5070432.473 459660.025 114.384

    8 1 4 2 5070415.556 459670.687 114.392 19.997 0.008 2 -14

    9 1 5 1 5070432.468 459660.025 114.385

    10 1 5 2 5070415.559 459670.695 114.396 19.994 0.011 -1 -11

    11 2 6 1 5070432.471 459660.026 114.391

    12 2 6 2 5070415.550 459670.682 114.414 19.997 0.023 2 1

    13 2 7 1 5070432.470 459660.024 114.389

    14 2 7 2 5070415.557 459670.689 114.418 19.995 0.029 0 7

    15 2 8 1 5070432.472 459660.023 114.371

    16 2 8 2 5070415.553 459670.687 114.390 19.999 0.019 4 -3

    17 2 9 1 5070432.474 459660.026 114.377

    18 2 9 2 5070415.554 459670.685 114.403 19.998 0.026 3 4

    19 2 10 1 5070432.473 459660.026 114.375

    20 2 10 2 5070415.558 459670.683 114.400 19.992 0.025 -3 3

    21 3 11 1 5070432.470 459660.023 114.389

    22 3 11 2 5070415.558 459670.688 114.417 19.994 0.028 -1 6

    23 3 12 1 5070432.471 459660.022 114.396

    24 3 12 2 5070415.551 459670.685 114.412 20.000 0.016 5 -6

    25 3 13 1 5070432.464 459660.018 114.390

    26 3 13 2 5070415.549 459670.683 114.404 19.996 0.014 2 -8

    27 3 14 1 5070432.475 459660.022 114.395

    28 3 14 2 5070415.555 459670.685 114.422 20.000 0.027 5 5

    29 3 15 1 5070432.465 459660.017 114.384

    30 3 15 2 5070415.554 459670.679 114.424 19.992 0.040 -3 18

    39 74Granina vrijednost