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Proiectii Cartografice_Aplicatia 04 (Part. 07)
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Transcript of Proiectii Cartografice_Aplicatia 04 (Part. 07)
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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
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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
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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
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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 =