Proiectii Cartografice_Aplicatia 04 (Part. 07)

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Proiectii cartografice_Aplicatia 04 (part. 07)

Transcript of Proiectii Cartografice_Aplicatia 04 (Part. 07)

  • 17

    Tabelul nr. 6 - Calculul coordonatelor rectangulare plane, i

    Nr.

    crt.

    Latitudinea elipsoidal () Longitudinea elipsoidal ()

    g c cc g g c cc g [m] [m]

    1 47 77 78 47,7778 22 22 22 22,2222 - 351183,406 - 212867,288

    2 47 77 78 47,7778 23 33 33 23,3333 - 269801,796 - 216702,003

    3 47 77 78 47,7778 24 44 44 24,4444 - 188379,033 - 219531,367

    4 47 77 78 47,7778 25 55 56 25,5556 - 106927,538 - 221354,947

    5 47 77 78 47,7778 26 66 67 26,6667 - 25459,733 - 222172,467

    6 47 77 78 47,7778 27 77 78 27,7778 56011,955 - 221983,800

    7 47 77 78 47,7778 28 88 89 28,8889 137475,100 - 220788,977

    8 47 77 78 47,7778 30 00 00 30,0000 218917,276 - 218588,178

    9 47 77 78 47,7778 31 11 11 31,1111 300326,061 - 215381,741

    10 47 77 78 47,7778 32 22 22 32,2222 381689,039 - 211170,153

    11 47 77 78 47,7778 33 33 33 33,3333 462993,798 - 205954,058

    12 48 88 89 48,8889 22 22 22 22,2222 - 345268,918 - 101923,952

    13 48 88 89 48,8889 23 33 33 23,3333 - 265257,904 - 105694,084

    14 48 88 89 48,8889 24 44 44 24,4444 - 185206,430 - 108475,797

    15 48 88 89 48,8889 25 55 56 25,5556 - 105126,708 - 110268,666

    16 48 88 89 48,8889 26 66 67 26,6667 - 25030,950 - 111072,417

    17 48 88 89 48,8889 27 77 78 27,7778 55068,625 - 110886,928

    18 48 88 89 48,8889 28 88 89 28,8889 135159,800 - 109712,227

    19 48 88 89 48,8889 30 00 00 30,0000 215230,360 - 107548,494

    20 48 88 89 48,8889 31 11 11 31,1111 295268,092 - 104396,058

    21 48 88 89 48,8889 32 22 22 32,2222 375260,787 - 100255,400

    22 48 88 89 48,8889 33 33 33 33,3333 455196,245 - 95127,152

  • 18

    Tabelul nr. 6 - Calculul coordonatelor rectangulare plane, i (continuare)

    Nr.

    crt.

    Latitudinea elipsoidal () Longitudinea elipsoidal ()

    g c cc g g c cc g [m] [m]

    23 50 00 00 50,0000 22 22 22 22,2222 - 339353,374 9039,197

    24 50 00 00 50,0000 23 33 33 23,3333 - 260713,200 5333,659

    25 50 00 00 50,0000 24 44 44 24,4444 - 182033,261 2599,606

    26 50 00 00 50,0000 25 55 56 25,5556 - 103325,556 837,455

    27 50 00 00 50,0000 26 66 67 26,6667 - 24602,091 47,475

    28 50 00 00 50,0000 27 77 78 27,7778 54125,126 229,786

    29 50 00 00 50,0000 28 88 89 28,8889 132844,087 1384,360

    30 50 00 00 50,0000 30 00 00 30,0000 211542,786 3511,022

    31 50 00 00 50,0000 31 11 11 31,1111 290209,220 6609,447

    32 50 00 00 50,0000 32 22 22 32,2222 368831,388 10679,162

    33 50 00 00 50,0000 33 33 33 33,3333 447397,300 15719,547

    34 51 11 11 51,1111 22 22 22 22,2222 - 333436,773 120022,178

    35 51 11 11 51,1111 23 33 33 23,3333 - 256167,685 116381,246

    36 51 11 11 51,1111 24 44 44 24,4444 - 178859,524 113694,861

    37 51 11 11 51,1111 25 55 56 25,5556 - 101524,082 111963,433

    38 51 11 11 51,1111 26 66 67 26,6667 - 24173,156 111187,226

    39 51 11 11 51,1111 27 77 78 27,7778 53181,458 111366,358

    40 51 11 11 51,1111 28 88 89 28,8889 130527,960 112500,803

    41 51 11 11 51,1111 30 00 00 30,0000 207854,553 114590,386

    42 51 11 11 51,1111 31 11 11 31,1111 285149,443 117634,790

    43 51 11 11 51,1111 32 22 22 32,2222 362400,840 121633,550

    44 51 11 11 51,1111 33 33 33 33,3333 439596,960 126586,056

  • 19

    Tabelul nr. 6 - Calculul coordonatelor rectangulare plane, i (continuare)

    Nr.

    crt.

    Latitudinea elipsoidal () Longitudinea elipsoidal ()

    g c cc g g c cc g [m] [m]

    45 52 22 22 52,2222 22 22 22 22,2222 - 327519,114 231024,984

    46 52 22 22 52,2222 23 33 33 23,3333 - 251621,357 227448,669

    47 52 22 22 52,2222 24 44 44 24,4444 - 175685,220 224809,961

    48 52 22 22 52,2222 25 55 56 25,5556 - 99722,287 223109,261

    49 52 22 22 52,2222 26 66 67 26,6667 - 23744,143 222346,830

    50 52 22 22 52,2222 27 77 78 27,7778 52237,622 222522,783

    51 52 22 22 52,2222 28 88 89 28,8889 128211,419 223637,094

    52 52 22 22 52,2222 30 00 00 30,0000 204165,661 225689,593

    53 52 22 22 52,2222 31 11 11 31,1111 280088,762 228679,966

    54 52 22 22 52,2222 32 22 22 32,2222 355969,142 232607,758

    55 52 22 22 52,2222 33 33 33 33,3333 431795,227 237472,370

    56 53 33 33 53,3333 22 22 22 22,2222 - 321600,401 342047,585

    57 53 33 33 53,3333 23 33 33 23,3333 - 247074,219 338535,899

    58 53 33 33 53,3333 24 44 44 24,4444 - 172510,351 335944,876

    59 53 33 33 53,3333 25 55 56 25,5556 - 97920,170 334274,910

    60 53 33 33 53,3333 26 66 67 26,6667 - 23315,055 333526,257

    61 53 33 33 53,3333 27 77 78 27,7778 51293,617 333699,031

    62 53 33 33 53,3333 28 88 89 28,8889 125894,466 334793,204

    63 53 33 33 53,3333 30 00 00 30,0000 200476,112 336808,612

    64 53 33 33 53,3333 31 11 11 31,1111 275027,179 339744,945

    65 53 33 33 53,3333 32 22 22 32,2222 349536,298 343601,757

    66 53 33 33 53,3333 33 33 33 33,3333 423992,103 348378,458

  • 20

    Tabelul nr. 7 - Studiul deformaiilor

    Nr.

    crt.

    Latitudinea elipsoidal () Modulul de deformaie liniar pe direcia meridianelor ()

    Modulul de deformaie liniar

    pe direcia paralelelor () Modulul de deformaie

    areolar () g c cc g

    1 47 77 78 47,7778 0,999116 0,999116 0,998234

    2 48 88 89 48,8889 0,998636 0,998636 0,997273

    3 50 00 00 50,0000 0,998447 0,998447 0,996896

    4 51 11 11 51,1111 0,998560 0,998560 0,997122

    5 52 22 22 52,2222 0,999010 0,999010 0,998020

    6 53 33 33 53,3333 0,999738 0,999738 0,999475

    Modulul de deformaie areolar, :

    =

    Deformaia unghiular maxim, :

    =

    + = 0

    unde:

    = i =