Fisiere statii totale

[goguletz]

Hello 2 all!

Am creat acest topic pentru ca am nevoie de ajutorul vostru, al tuturor.

Doresc sa creez un program pe site-ul Topo-online, care sa preia un fisier de masuratori functie de statia totala utilizata si sa-l transforme intr-un fisier de masuratori standard.

Acest fisier obtinut, poate fi incarcat ulterior in alte programe (de compensare, de creare a fisierelor de coordonate etc.).

Cine poate si vrea sa ma ajute (sa ne ajute), sa posteze informatii legate de:
- tipul statiei totale (firma producatoare, modelul aparatului);
- soft-ul utilizat pentru descarcarea datelor din aparat;
- tipurile de fisiere pe care le poate descarca soft-ul;
- fisierul de masuratori (nume, extensie si continutul fisierului).


Va multumesc!

[cioro]

PENTAX SERIA 300
DL-02 SOFT DESCARCARE DATE, http://www.sierrasoft.net" target="_blank">http://www.sierrasoft.net
DESCARCA DIVERSE FORMATE PENTAX
FISERELE DE MASURATORI SUNT DE 2 TIPURI, COORDONATE SI CARNET DE TEREN. Primul este un fisier csv iar al doilea are urmatoarele specificatii:
STL - Nume job
DAT - Data cand s-a descarcat jobul
TIM - Ora cand s-a descarcat jobul
STA - Numarul statiei
STS - Descrierea statiei?
STC - Codul statiei
INH - Inaltimea aparatului
TMP - Temperatura
PRS - Presiunea
PPM - Eroarea de masurare a distantelor
PPT - Numarul punctului
PPD - Descrierea punctului?
PPC - Codul punctului
PFH - Inaltimea prismei?
PPH - Inaltimea prismei
RTH - Unghi orizontal
RTV - Unghi vertical
RTD - Distanta inclinata

[goguletz]

Scuze, am uitat sa mentionez; pe mine ma interesa mai mult continutul unui fisier - un exemplu de fisier obtinut in urma unor masuratori.

Numai asa pot sa-mi dau seama ce trebuie extras din fisier.

Mersi frumos!

[goguletz]

P.S.: Daca ai putea sa-mi dai o denumire mai precisa a statiei totale ti-as ramane recunoscator. Mersi!

[kod]

sal, in primul rand cum adica "sa-l transforme intr-un fisier de masuratori standard" ?
iar daca iti va fi de folos la Leica TPS 400, si TPS 800, pot descarca aproape orice tip de fisier, soft utilizat LGO (leica geo office), pot descarca:
 *dat - fisier ce contine punctele, statiile, cu x, y, z,
 *scr - fisier ce se poate importa in autocad cu puncte pe coord. cu cote
 *dwg - aproape la fel ca *scr
 *car - pt. prelucrare ulterioara cu caltop
 *idx, si multe altele, care nu-mi vin acu in minte, insa daca vrei lista completa pot sa completez ulterior, insa nu inteleg scopul, dat fiind faptul ca orice format nou implica alte rutine, si nu este doar unul universal pt. toate
 Practic cu LGO pot descarca orice format cu orice extensie vreau atat timp cat am formatul respectiv incarcat in statie, daca vreau pot schimba extensia in *xxx
  , desi nu stiu cu ce ma ajuta f. mult !
 Sper sa fie de folos, oricum daca mai ai nevoie de ceva lasa un msg. !

[dtoni]

topcon seria gts

GTS-7 Raw Data File Format
The format of the GTS-7 data is the same as the Standard Survey Software (GTS-700).
The general format of each record is;
CONTROL WORD field1 . . . . ,fieldn
Where;
CONTROL WORD is terminated by a space.
Fields 1 to n-1 are terminated by commas.
Field n is terminated by the end-of-line.
Each field may be preceded by a number of space characters which should be ignored but
may contain spaces after the first non-space character.

GTS-800 v3.5
JOB job name, description
DATE date, time
NAME surveyors name
INST instrument id
UNITS Meter/Feet, Degree/Gon
SCALE grid factor, scale factor, elevation
ATMOS temp, press
STN ptno, ins ht, stn id
XYZ X(easting), Y(northing), Z(elevation)
BKB ptno, backsight bearing, backsight angle
BS ptno[, target height]
FS ptno, target height, pt code
SS ptno, target height, pt code[,string number]
CTL control code[,pt code 2[,string no 2]](optional)
HV HA, VA
SD HA, VA, SD
HD HA, HD, VD
OFFSET radial offset, tangential offset, vertical offset
PTL_OFF offset along ref. line, offset perpendicular to line, vertical offset
NOTE comments
MLM from point, to point, delta HD, delta VD, delta SD
RES_OBS ptno, target height, observation count
XYZ if present follows the STN record
BKB if present follows the BKB record or STN record if no BKB.
CTL if present follows the FS or SS header record.
HV, SD or HD must follow a BS,FS or SS header and follows the CTL if present.
OFFSET may follow any SD or HD record.
GTS-800 v3.5
JOB TEST1,TOPO COLLECTION
NAME FRED
INST GTS-7
UNITS M,D
SCALE 1.000000,1.000000,0.0
DATE 24/08/99,09:17:09
STN 1,1.500,STN
SS 1001,1.500,BLDG,01
SD 0.0000,84.4650,9.746
SS 1002,1.500,BLDG,01
HD 0.0000,9.707,0.887
SS 1003,1.500,BLDG,01
SD 0.0000,84.4650,9.747
SS 1004,1.500,BLDG,01
CTL CL
SD 359.1740,84.4650,9.747
SS 1005,1.500,NS
SD 359.1740,84.4650,9.747
SS 1006,1.500,NS
HD 359.1740,9.707,0.887
B-2 Standard Survey 800
Appendix B Data Format
FS 2,1.500,NS
SD 179.1740,84.4650,9.747
STN 2,1.500,STN
SS 1007,1.500,TREE
SD 0.0010,84.4910,9.750
OFFSET 0.000,0.349,0.000
SS 1008,1.500,PATH,01
SD 359.5950,84.4720,9.750
SS 1009,1.500,PATH,01
SD 359.5950,84.4720,9.750
SS 1010,1.500,PATH,01
SD 359.5950,84.4720,9.750
SS 1011,1.500,PATH,01
CTL ,FENCE,02
SD 359.5950,84.4720,9.750
GTS-800 v3.5
JOB TEST2, SET COLLECTION
NAME FRED
INST GTS-7
UNITS M,D
STN 1,1.500,STN
XYZ 1000.000,1000.000,100.000
BKB 2,315.0000,0.0000
BS 2,1.500
HV 344.0620,86.3810
FS 101,1.500,STN
SD 325.3420,88.4750,5.275
FS 102,1.500,STN
SD 7.0610,85.2210,9.914
FS 103,1.500,STN
SD 36.1350,87.3800,9.755
FS 104,1.500,STN
SD 83.4730,84.0410,3.313
FS 104,1.500,STN
SD 263.4820,275.5530,3.313
FS 103,1.500,STN
SD 216.1430,272.2150,9.755
FS 102,1.500,STN
SD 187.0650,274.3730,9.916
FS 101,1.500,STN
SD 145.3520,271.1510,5.275
BS 2,1.500
HV 164.0640,273.2340

B. GTS-7 Coordinate Format
The format of downloaded coordinates is as follows:
ptno, X(easting), Y(northing), Z(elevation), pt code
Example:
1,1000.0000,1000.0000,100.0000,STN
2,990.0000,1010.0000,100.0000,STN
101,994.8159,1000.9684,100.1130,STN
102,993.9304,1007.7991,100.8000,STN
103,998.5150,1009.6329,100.4026,STN
104,1002.0648,1002.5682,100.3421,STN
1001,1004.7210,997.6496,100.1153,PT
1002,1003.7027,990.8382,100.7989,PT
1003,998.7911,990.3286,100.4033,PT
1004,997.3111,998.0951,100.3421,PT
It is also possible to download coordinates which are given with respect to a reference line.
This coordinate system is called the point to line system (PTL). More information about
this coordinate system can be found in paragraph 8.3. The format of downloaded PTLcoordinates
is as follows:
ptno, Line, Offset, Z(elevation), pt code, from reference ptno, to reference ptno
Example:
3,29.1456,31.3953,100.9040,PT,1,2
4,128.1436,56.3003,115.7345,PT,1,2
110,29.1456,31.3953,100.9040,PT,101,103
111,49.8290,3.9580,112.8349,PT,101,103
112,394.2840,18.2948,100.9040,PT,101,104
C. DXF Format
The occupied point and observed data are sent in DXF.
If the entity and layer is defined in the CODE LIB, the data is sent according to the codes.
(See E. Point Code Format)
e.g.
0
SECTION
2
ENTITIES
0
LINE
8
0
B-4 Standard Survey 800
Appendix B Data Format
10
991.237554
20
1002.760173
30
1.555728
11
993.299368
21
1014.384114
31
2.350872
POINT
8
0
10
1000.000000
20
1000.000000
30
0.000000
0
ENDSEC
0
EOF
0
ENDSEC
0
EOF
D. Cross Section Format
The format for downloaded and uploaded cross sections is as follows;
chainage, offset, level [,code]
0.000,-4.501,18.527
0.000,-3.500,18.553
0.000,0.000,18.658,CL01
0.000,3.500,18.553
0.000,5.501,18.493
12.669,-4.501,18.029
12.669,-3.500,18.059
12.669,-0.000,18.164,CL01
12.669,3.500,18.059
12.669,5.501,17.999
Standard Survey 800 B-5
Appendix B Data Format
E. Point Code Format
Code files for uploading to the point code library, should have a single code per line with
optional entity number and layer name. i.e. each entry is terminated by CR LF.
CODE [, ENTITY[, LAYER]]
The entity defined in CODE LIB are
0 Point omitted from DXF
1 Point
2 Line
3 Polyline
The default entity is '1', and the layer is '0', when the code is not defined in CODE LIB.
e.g.
TREE,1,VEG
FENCE,2,BDY
CL,2,CL
EP,2,ROAD
GUTTER,2,ROAD
PATH,2,PATH
DRAIN,2,DRAIN
BM,1,CONTROL
MH,1,DRAIN
GAS,1,UTILITY
WATER,2,UTILITY
LP,1,UTILITY
LIGHTS, 1, UTILITY
ROCK, 2, NS
F. Alignments (AL)
Alignments are uploaded as elements, and must start with the START definition which
includes the starting chainage and a coordinate. The elements are; PT, STRAIGHT, ARC or
TRANSITION.
The general format for each record is;
KEYWORD nnnn, nnnn [,nnnn]
where;
START chainage, easting, northing
STRAIGHT bearing, distance
ARC radius, length
SPIRAL radius, length
PT easting, northing[, radius[, A1, A2]]
(A1, A2 : clothoid length)
Ex. 1
START 1000.000, 8.8888, 199.1200
STRAIGHT 25.0000, 48.420
SPIRAL 20.000, 20.000
B-6 Standard Survey 800
Appendix B Data Format
ARC 20.000, 23.141
SPIRAL 20.000, 20.000
STRAIGHT 148.3000, 54.678
Ex. 2
START 1000, 1050, 1100
PT 1750, 1300, 100, 80, 80
PT 1400, 1750, 200
PT 1800, 2000
G. Vertical Curves (VC)
Vertical curves are uploaded as IP's and require chainage, level and curve length.
Starting and ending curve lengths should be zero.
The format is;
chainage, level, length
e.g.
1000.000, 100.000, 0.000
1100.000, 125.000, 50.000
1250.000, 100.000, 60.000

[dtoni]

RecElta - Meniuri instrument în limba română
Exemplu:

      1 INTR. VALORI                m     1.000000 th         1.34 ih     1.49
      2 INTR. VALORI (T/P AUTOM.)   T_          20 P           963 A      0.00
      3 131           S  13:37
      4 MASURARE/D-HZ-V/
      5 3               V   1.34    D        29.67 Hz     109.6015 V1  99.1795
      6 1001            p   1.35    D         3.72 Hz     269.1090 V1  99.8865
      7 1002            p   1.36    D         3.89 Hz     304.8950 V1  99.1635
     13 1008            sp  1.34    D         3.72 Hz     391.3060 V1 105.3885
     14 1009            p   1.34    D        11.55 Hz     359.0710 V1 102.1515
     15 1010            g   1.34    D        28.54 Hz     365.9600 V1 102.3265
     16 1011            c   1.34    D        30.93 Hz     369.7655 V1 102.6655
     17 1012            p   1.34    D        32.49 Hz     362.5630 V1 101.4885
     18 1013            p   1.34    D        35.55 Hz     363.6565 V1 102.0985
     19 1014            cp  1.34    D        36.98 Hz     367.8640 V1 102.4165
    265 502             V   1.34    D        25.61 Hz     368.0245 V1 102.3140
    266 INTR. VALORI                m     1.000000 th         1.34 ih     1.57
    267 INTR. VALORI (T/P AUTOM.)   T_          16 P           965 A      0.00
    268 501           S 1996.10.09
    269 MASURARE/D-HZ-V/
    270 131           V      1.34   D       107.70 Hz     197.8055 V1  99.4985
    271 503           V      1.34   D       110.51 Hz     388.0395 V1  99.4030
    272 504           V      1.34   D        34.67 Hz     302.9610 V1 100.4725
    273 505           V      1.34   D        30.28 Hz      89.5610 V1 100.5940
    274 1259          p      2.00   D        62.26 Hz     202.6915 V1  99.5420

    277 1262          p       2.00 D        59.70 Hz     202.8860 V1  99.5260
    278 1263          p       2.00 D        40.77 Hz     207.2660 V1  99.4875
    279 1264          p       2.00 D        40.51 Hz     207.7930 V1  99.4875
 Elta 13 - Meniu instrument în limba germană
 1                                                                       
      2 Operator                                                               
      3 Data 26 03 2001                                                       
      4 Tip lucrare                                                           
      5 EINGABEWERTE   /PR 0.999994 m     1.000000 th        1.570 ih    1.570
      6 10   st                                                               
      7 MESSEN/                                                               
      8 100  vz       bis 1                        Hz     288.3808 V1  98.8340
      9 101  vz       releu tv                     Hz     342.8711 V1  99.0293
     10 102  vz       bis chil                     Hz     391.2634 V1  98.8719
     11 103  vz       sud chil                     Hz      43.2743 V1  99.6446
     12 104  vz       bis coseni                   Hz      49.3302 V1  99.5524
     13 105  vz       bis ilieni                   Hz      84.6819 V1  99.5808
     14 106  v2       dl barbat                    Hz     172.1387 V1  94.4050
     15 107  v1       bis sim                      Hz     255.3043 V1  97.2293
     16 1000 rad 1.57               D       22.528 Hz     180.5702 V1  99.4629
     17 1001 rad 1.57               D       34.464 Hz     241.0867 V1 100.2592
     18 1002 rad 1.57               D       57.069 Hz     261.3810 V1 100.1738
     19 1003 rad 1.57               D       64.873 Hz     248.4912 V1  99.9315
     20 1004 rad 1.66               D       81.729 Hz     233.5847 V1  99.7783
     21 1005 rad 1.66               D       70.758 Hz     220.7310 V1  99.6697
     22 1006 rad 1.66               D       60.535 Hz     183.1151 V1  99.3356
     23 20   vz  1.57               D       27.952 Hz     358.0580 V1 101.2201
     24 EINGABEWERTE   /PR 0.999994 m     1.000000 th        1.715 ih    1.715
     25 20   st                                                               
     26 MESSEN/                                                               
     27 10   vz  1.72               D       27.943 Hz     162.6734 V1  98.8466
     28 1010 rad 1.60               D       21.657 Hz     171.2926 V1  99.8290
     29 1011 rad 1.60               D       25.942 Hz     228.4286 V1 100.0435
     30 1012 rad 1.72               D       16.038 Hz     287.9703 V1  99.0169
Exemplu fisier Elta R45, Elta R50, Elta R55 cu meniul in Germana

   0001 EINGABE                     th       1.500 ih        1.600             
   0002           S               1                Hz     260.0150 V1  98.9780
   0003           S               2 SD       3.035 Hz     270.9265 V1 103.4610
   0004           55             50                Hz     277.1780 V1 103.4630
   0005           1             111 SD       3.037 Hz     270.9040 V1 103.4915
   0006           1             112 SD       3.041 Hz     271.1780 V1 103.4970
   0007           1             113 SD       3.040 Hz     270.6715 V1 103.5000
   0008 EINGABE                     th       1.500 ih        1.550             
   0009           S               2                Hz     270.9735 V1 103.4920
   0010           S               1 SD       3.035 Hz     270.9270 V1 103.4650
   0011           55             51                Hz     279.3310 V1 103.4560
   0012           S               3 SD       3.036 Hz     270.9245 V1 103.4675
   0013           1    1.3      114 SD       3.036 Hz     270.9205 V1 103.4650
   0014           1    1.6      115 SD       3.038 Hz     273.8940 V1 103.4680
   0015           44   1.51     116 SD       3.036 Hz     270.0615 V1 103.4750
   0016 EINGABE                     th       1.500 ih        1.531             
   0017           S               3                Hz     285.0315 V1 103.4670
   0018           S               2 SD       3.036 Hz     270.9265 V1 103.4605
   0019           55             50                Hz     272.3450 V1 103.4600
   0020           1    1.1      117 SD       3.035 Hz     270.5895 V1 103.4605
   0021           1    1.5      118 SD       3.036 Hz     270.9195 V1 103.4615
   0022           1    1.5      119 SD       3.046 Hz     270.5365 V1 103.4625



geodimeter
50=DVCS
55=610
2=31
37=133712.700
38=659119.620
62=354062
37=130257.020
38=655356.900
39=0
21=227.2608
11=0
5=1
4=0
37=133524.368
38=660398.075
7=98.2248
8=107.8649
9=77.701
2=1
37=133524.370
38=660398.070
62=354062
37=130257.020
38=655356.900
39=0
21=237.0304
11=0
3=1.500
5=2
4=0
6=3.330
37=133455.514
38=660345.534
39=-4.229
7=217.2035
8=90.3543
9=86.613
14=-1.038
5=3
4=0
6=3.330
37=133455.499
38=660345.075
39=-3.371
7=217.3441
8=90.0140
9=86.900
14=-0.047
5=4
4=0
6=3.330
37=133457.145
38=660352.819
39=-2.944
7=213.5645
8=89.4339
9=81.036
14=0.476
5=5
4=0
6=3.330
37=133459.324
38=660361.040
39=-2.140
7=209.3911
8=89.0524
9=74.857
14=1.588


Nikon


1) Format vechi

2,9,  ,NS002,
1,4,MG,1,LIMITA-P,480999.502,206798.015,0.000,0000-00-00,00:00:00
1,4,MG,2,LIMITA-P,479661.156,206801.542,0.000,0000-00-00,00:00:00
1,4,MG,3,LIMITA-P,479269.577,206452.170,0.000,0000-00-00,00:00:00
1,0,MG,4,LIMITA-P,0.000,1,10.5215,0000-00-00,00:00:00
1,1,MG,4,LIMITA-P,479527.091,206552.431,0.000,0000-00-00,00:00:00
1,0,MG,4,LIMITA-P,1.650,1,10.5215,0000-00-00,00:00:00
1,2,MG,5,LIMITA-P,0.000,10.5215,105.4330,1.600,0000-00-00,00:00:00
1,2,MG,6,LIMITA-P,0.000,10.5215,105.4330,1.600,0000-00-00,00:00:00
1,2,MG,7,LIMITA-P,0.000,10.5215,105.4325,1.600,0000-00-00,00:00:00
1,2,MG,8,REPER,0.000,10.5190,105.4375,1.600,0000-00-00,00:00:00
1,2,MG,9,REPER,0.000,10.5195,105.4375,1.600,0000-00-00,00:00:00
1,2,MG,10,REPER,0.000,10.5195,105.4375,0.000,0000-00-00,00:00:00
1,2,MG,11,BORDURA,0.000,10.5195,105.4375,0.000,0000-00-00,00:00:00
1,2,MG,12,C-CANAL,0.000,10.5195,105.4375,0.000,0000-00-00,00:00:00
1,2,MG,13,C-APA,0.000,10.5195,105.4375,0.000,0000-00-00,00:00:00
1,2,MG,14,STATIE,0.000,10.5190,105.4375,0.000,0000-00-00,00:00:00
1,2,MG,15,VANA-C,0.000,10.5195,105.4375,0.000,0000-00-00,00:00:00
1,0,MG,4,LIMITA-P,1.650,1,10.5215,0000-00-00,00:00:00
1,2,MG,5,VANA-C,0.000,10.5215,92.8790,0.000,0000-00-00,00:00:00
1,3,MG,6,VANA-C,0.000,0.000,0.000,0000-00-00,00:00:00
1,0,MG,14,LIMITA-P,0.000,1,10.5215,0000-00-00,00:00:00
1,1,MG,4,LIMITA-P,479527.091,206552.431,0.000,0000-00-00,00:00:00
1,0,MG,14,LIMITA-P,1.650,1,10.5215,0000-00-00,00:00:00
1,2,MG,5,LIMITA-P,0.000,10.5215,105.4330,1.600,0000-00-00,00:00:00
1,2,MG,6,LIMITA-P,0.000,10.5215,105.4330,1.600,0000-00-00,00:00:00
1,2,MG,7,LIMITA-P,0.000,10.5215,105.4325,1.600,0000-00-00,00:00:00
1,2,MG,8,REPER,0.000,10.5190,105.4375,1.600,0000-00-00,00:00:00
1,2,MG,9,REPER,0.000,10.5195,105.4375,1.600,0000-00-00,00:00:00
1,2,MG,10,REPER,0.000,10.5195,105.4375,0.000,0000-00-00,00:00:00
1,2,MG,11,BORDURA,0.000,10.5195,105.4375,0.000,0000-00-00,00:00:00
1,2,MG,12,C-CANAL,0.000,10.5195,105.4375,0.000,0000-00-00,00:00:00
1,2,MG,13,C-APA,0.000,10.5195,105.4375,0.000,0000-00-00,00:00:00
1,2,MG,14,STATIE,0.000,10.5190,105.4375,0.000,0000-00-00,00:00:00
1,2,MG,15,VANA-C,0.000,10.5195,105.4375,0.000,0000-00-00,00:00:00
1,0,MG,24,LIMITA-P,0.000,1,10.5215,0000-00-00,00:00:00
1,1,MG,4,LIMITA-P,479527.091,206552.431,0.000,0000-00-00,00:00:00
1,0,MG,24,LIMITA-P,1.650,1,10.5215,0000-00-00,00:00:00
1,2,MG,5,LIMITA-P,0.000,10.5215,105.4330,1.600,0000-00-00,00:00:00
1,2,MG,6,LIMITA-P,0.000,10.5215,105.4330,1.600,0000-00-00,00:00:00
1,2,MG,7,LIMITA-P,0.000,10.5215,105.4325,1.600,0000-00-00,00:00:00
1,2,MG,8,REPER,0.000,10.5190,105.4375,1.600,0000-00-00,00:00:00
1,2,MG,9,REPER,0.000,10.5195,105.4375,1.600,0000-00-00,00:00:00
1,2,MG,10,REPER,0.000,10.5195,105.4375,0.000,0000-00-00,00:00:00
1,2,MG,11,BORDURA,0.000,10.5195,105.4375,0.000,0000-00-00,00:00:00
1,2,MG,12,C-CANAL,0.000,10.5195,105.4375,0.000,0000-00-00,00:00:00
1,2,MG,13,C-APA,0.000,10.5195,105.4375,0.000,0000-00-00,00:00:00
1,2,MG,14,STATIE,0.000,10.5190,105.4375,0.000,0000-00-00,00:00:00
1,2,MG,15,VANA-C,0.000,10.5195,105.4375,0.000,0000-00-00,00:00:00
1,0,MG,14,LIMITA-P,0.000,1,10.5215,0000-00-00,00:00:00
1,1,MG,4,LIMITA-P,479527.091,206552.431,0.000,0000-00-00,00:00:00
1,0,MG,44,LIMITA-P,1.650,1,10.5215,0000-00-00,00:00:00
1,2,MG,5,LIMITA-P,0.000,10.5215,105.4330,1.600,0000-00-00,00:00:00
1,2,MG,6,LIMITA-P,0.000,10.5215,105.4330,1.600,0000-00-00,00:00:00
1,2,MG,7,LIMITA-P,0.000,10.5215,105.4325,1.600,0000-00-00,00:00:00
1,2,MG,8,REPER,0.000,10.5190,105.4375,1.600,0000-00-00,00:00:00
1,2,MG,9,REPER,0.000,10.5195,105.4375,1.600,0000-00-00,00:00:00
1,2,MG,10,REPER,0.000,10.5195,105.4375,0.000,0000-00-00,00:00:00
1,2,MG,11,BORDURA,0.000,10.5195,105.4375,0.000,0000-00-00,00:00:00
1,2,MG,12,C-CANAL,0.000,10.5195,105.4375,0.000,0000-00-00,00:00:00
1,2,MG,13,C-APA,0.000,10.5195,105.4375,0.000,0000-00-00,00:00:00
1,2,MG,14,STATIE,0.000,10.5190,105.4375,0.000,0000-00-00,00:00:00
1,2,MG,15,VANA-C,0.000,10.5195,105.4375,0.000,0000-00-00,00:00:00

2) Format brut versiunea 2.00
CO,Nikon RAW data format V2.00
CO,CULITA
CO,Description:
CO,Client:
CO,Comments:
CO,Downloaded 19-Apr-2004 07:49:36
CO,Software: Pre-install version: 1.10
CO,Instrument: Nikon DTM-332
CO,Dist Units: Metres
CO,Angle Units: Gons
CO,Zero azimuth: North
CO,Zero VA: Zenith
CO,Coord Order: NEZ
CO,HA Raw data: Azimuth
CO,Tilt Correction:  VA:OFF HA:OFF
CO, CULITA <JOB> Created 17-Apr-2004 09:20:05
CO,S/N:020877
MP,RELEU,,1341.770,14385.310,,
CO,Start of Resection
F1,RELEU,2.115,,0.0000,91.9054,09:22:29
MP,TELE,,1711.230,14138.330,,
F1,TELE,2.115,,12.0272,97.0714,09:23:42
MP,CETATUIA,,6351.670,9602.580,,
*F1,CETATUIA,2.115,,114.6972,101.1374,09:25:53
MP,GALATA,,8003.460,8463.550,,
*F1,GALATA,2.115,,121.6936,101.2000,09:27:16
MP,FRUMOASA,,7191.690,9754.610,,
*F1,FRUMOASA,2.115,,122.6262,101.8660,09:29:02
MP,TESATURA,,8159.160,10428.930,,
F1,TESATURA,2.115,,134.0094,101.8826,09:31:32
MP,PALAT,,9256.930,9802.860,,
F1,PALAT,2.115,,136.3954,101.3276,09:34:16
MP,LUPU,,9452.640,11111.640,,
F1,LUPU,2.115,,146.2552,101.7650,09:37:17
MP,SOROGARI,,10793.230,11087.360,,
F1,SOROGARI,2.115,,151.5036,101.1274,09:40:04
MP,UM,,10006.223,12774.467,,
F1,UM,2.115,,161.8292,101.6254,09:45:03
*F1,CETATUIA,2.115,,114.6370,101.1534,09:47:27
F1,CETATUIA,2.115,,114.6966,101.1536,09:48:24
F1,GALATA,2.115,,121.6980,101.1926,09:49:47
RE,101,,3325.661,14962.510,,
CO,RELEU:dHA=0.0010 dVD=0.000 dHD=0.000
CO,TELE:dHA=-0.0010 dVD=0.000 dHD=0.000
CO,TESATURA:dHA=0.0048 dVD=0.000 dHD=0.000
CO,PALAT:dHA=0.0032 dVD=0.000 dHD=0.000
CO,LUPU:dHA=-0.0006 dVD=0.000 dHD=0.000
CO,SOROGARI:dHA=-0.0004 dVD=0.000 dHD=0.000
CO,UM:dHA=-0.0024 dVD=0.000 dHD=0.000
CO,CETATUIA:dHA=-0.0006 dVD=0.000 dHD=0.000
CO,GALATA:dHA=-0.0042 dVD=0.000 dHD=0.000
CO,Std Dev of Coords: Y:0.465 X:0.113 Z:
CO,Temp:20C Press:1013hPa Prism:0 17-Apr-2004 09:51:26
ST,101,,GALATA,,1.580,339.7172,339.7172
SS,501,1.815,33.194,339.4236,110.0562,10:00:45,
SS,502,1.815,36.216,346.6384,109.4604,10:01:11,
SS,503,1.815,152.799,324.0774,108.6434,10:04:21,
SS,504,1.815,145.363,326.0650,108.6998,10:04:57,
SS,666,1.815,33.379,20.4634,99.9862,10:09:19,
SS,667,1.815,33.386,20.4628,99.8636,10:11:03,
SS,668,1.815,33.378,20.4628,99.8636,10:11:13,
SS,669,1.815,33.370,20.4628,99.8636,10:11:22,
SS,505,1.815,198.299,280.0254,106.3516,10:15:33,
SS,506,1.815,202.389,279.0354,106.2912,10:15:59,
SS,507,1.815,190.204,275.5726,106.2014,10:16:57,
SS,508,1.815,193.675,273.8690,106.1020,10:17:20,
SS,509,1.815,177.624,270.6010,106.0356,10:17:54,
SS,510,1.815,178.716,268.3672,106.0820,10:18:14,
SS,511,1.815,160.244,266.8880,105.9832,10:18:48,
SS,512,1.815,161.378,264.7370,106.0046,10:19:23,
SS,513,1.815,124.843,259.3536,105.9136,10:20:10,
SS,514,1.815,127.387,257.6560,105.5614,10:20:44,
SS,515,1.815,118.203,255.8132,105.6168,10:21:23,
SS,516,1.815,121.701,253.9472,105.4974,10:21:47,
SS,517,1.815,115.634,251.3990,105.2198,10:22:21,
SS,518,1.815,119.741,250.3342,105.2280,10:22:45,
SS,519,1.815,115.693,246.9938,104.6770,10:26:16,
SS,520,1.815,120.849,246.7820,104.8826,10:26:57,
SS,521,1.815,120.798,242.1516,104.1624,10:27:42,

[dtoni]

Pentax

ENQ:DC1
STL:TESS
STA:
STS:B
STC:
INH:00001.340
TMP:019.8
PRS:1008.6
PPM:0006
PSM:-30
STA:
STS:12
STC:42677
INH:00001.340
TMP:020.0
PRS:1007.6
PPM:0006
PSM:-30
PPT:
PPD:13
PPC:42677
PPH:00002.000
RTH:378.9008
RTV:099.7344
RTD:0001.1400
PPT:
PPD:14
PPC:42677
PPH:00002.000
RTH:331.5800
RTV:099.7542
RTD:0002.4130
PPT:
PPD:15
PPC:42677
PPH:00002.000
RTH:327.8020
RTV:099.7554
RTD:0004.5840

Foif RTS / OTS 600
JOB BR,
NAME 
INST FOIF TS
UNITS m,g
SCALE 1.000000,1.000000,0
ATMOS 11,1023
STN 100,1450,ST
XYZ 1000000,2000000,100000
SS 101,2150,C
HD +1705524,29510,6320
SS 102,2150,CM
HD +1424580,44167,13155
SS 103,2150,C
HD +1672601,30926,7370
SS 104,2150,GP
HD +1541407,35995,10742
SS 105,2150,F
HD +1738870,28421,5964
SS 106,2150,CT
HD +1939228,26722,5771
SS 107,2150,CM
HD +1625469,68787,19591
SS 108,2150,CT
HD +2308327,24943,4432
SS 109,2150,GP
HD +1742722,63961,15767
SS 110,2150,RS
HD +2423802,27646,4089
SS 111,2150,RJ
HD +2451064,28911,2989
SS 112,2150,CM
HD +1735966,85855,22222
SS 113,2150,GP
HD +1796123,82234,21240
SS 114,2150,C
HD +1834114,67443,15348
SS 115,2150,C
HD +1811101,68860,16914
SS 116,2150,CM
HD +1816089,111467,27449
SS 117,2150,CT
HD +1925969,60137,13307
SS 118,2150,GD
HD +1840459,111001,26725

[dtoni]

sper sa iti foloseasca

[goguletz]

WOW!!!  :uimit:  :uimit:  :uimit:

Multumesc frumos ca ati raspuns. Nu ma asteptam, intr-un timp atat de scurt.
Sunt un pic uluit de toata diversitatea asta de formate.

So, first things first!


Pt. kod:
Prin "fisier de masuratori standard" am vrut sa se inteleaga un fisier ASCII, care contine denumiri ale punctelor de statii si inaltimile acestora, denumiri ale punctelor vizate, inaltimi ale jalonului, directii unghiulare orizontale, directii verticale, distante etc.; acest fisier va fi structurat (Gogu style) astfel incat sa poata fi usor de citit si cu ochiul liber, si in plus sa poata fi folosit ulterior in cadrul altor programe tot de pe site-ul Topo-online (programe de compensare etc.).

Daca poti posteaza si tu cateva exemple de fisiere Leica (in special fisierele .car ma intereseaza, presupun ca numele vine de la carnet de teren).

Ce m-ar ajuta insa foarte mult?! Daca ai putea sa faci upload la cateva fisiere pe un server undeva sau daca nu, un email cu atach.

Mersi frumos kod pentru ajutor!


Pt. dtoni:
Man, nici nu stiu ce sa zic. Mersi enorm pentru sumedenia de exemple.

Stiu ca acum sunt ca tziganu', da' crezi ca ai putea sa ma mai ajuti cu un lucru.

Sa incerci sa faci upload pe un server la fisierele din exemple si apoi sa postezi aici link-uri pentru fiecare adresa in parte.

M-ai ajuta enorm. Din exemplu, nu pot sa-mi dau seama de structura exacta a fisierului.


Inca odata multumesc frumos pentru ajutor, tuturor, si astept in continuare exemple de fisiere de la statii totale cunoscute de voi.

[cip_mancip]

Leica TC407

#:S,M=0500,V0=0.000,HT=1.690,CS=7,TN=1,CLA=0,CL=0,SY=0
#:--------,M=0100,AV=099.7711,AH=400.0000,DI=0090.609,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=1000,AV=095.8133,AH=012.8240,DI=00001.00,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0501,AV=100.0358,AH=192.1647,DI=0205.594,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:S,M=0501,V0=0.000,HT=1.690,CS=7,TN=1,CLA=0,CL=0,SY=0
#:--------,M=0500,AV=099.9112,AH=257.4725,DI=0205.597,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0502,AV=099.6094,AH=399.9996,DI=0062.645,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0105,AV=102.7163,AH=398.2142,DI=0003.373,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=1001,AV=099.3250,AH=055.4151,DI=00001.00,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=1003,AV=098.5154,AH=047.4164,DI=00001.00,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=1004,AV=098.5145,AH=046.4978,DI=00001.00,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:S,M=0502,V0=0.000,HT=1.690,CS=7,TN=1,CLA=0,CL=0,SY=0
#:--------,M=0501,AV=099.5838,AH=144.3926,DI=0062.651,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0503,AV=100.2766,AH=000.0066,DI=0064.758,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0105,AV=099.6062,AH=144.4987,DI=0059.317,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0216,AV=099.5641,AH=005.9857,DI=0027.867,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0217,AV=098.8382,AH=009.8943,DI=0024.632,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0218,AV=098.6695,AH=396.3663,DI=0028.216,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0219,AV=099.0938,AH=389.7714,DI=0017.116,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0220,AV=097.6508,AH=370.6131,DI=0019.626,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0221,AV=097.3687,AH=363.2355,DI=0017.673,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0222,AV=097.2313,AH=383.3619,DI=0014.820,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0223,AV=097.7495,AH=368.6286,DI=0019.970,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0224,AV=100.1435,AH=356.1476,DI=0015.527,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0225,AV=095.3830,AH=029.2115,DI=0005.178,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:S,M=0503,V0=0.000,HT=1.690,CS=7,TN=1,CLA=0,CL=0,SY=0
#:--------,M=0502,AV=098.8742,AH=000.0016,DI=0064.767,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0200,AV=103.5291,AH=216.5443,DI=0045.798,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0201,AV=102.3805,AH=199.0001,DI=0049.738,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0202,AV=102.8593,AH=190.4867,DI=0021.303,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=1001,AV=099.2890,AH=200.9367,DI=00001.00,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0203,AV=101.3366,AH=242.0453,DI=0012.408,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0204,AV=095.9697,AH=380.3731,DI=0019.047,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0205,AV=098.5380,AH=372.0346,DI=0012.854,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0206,AV=098.4270,AH=393.2324,DI=0011.590,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0207,AV=098.8580,AH=396.5673,DI=0015.493,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0208,AV=098.2551,AH=396.3417,DI=0017.620,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0209,AV=099.3567,AH=025.4627,DI=0016.847,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0210,AV=096.4995,AH=017.2911,DI=0023.424,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0211,AV=096.5912,AH=007.8248,DI=0023.046,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0212,AV=096.5717,AH=007.3754,DI=0028.647,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0213,AV=097.2583,AH=392.5269,DI=0029.411,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0214,AV=095.4316,AH=003.0426,DI=0024.445,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0
#:--------,M=0215,AV=096.2721,AH=390.2537,DI=0030.161,CS=20,TN=1,HV=1.640,CLA=0,CL=0,SY=0

[set4]

http://www.drivehq.com/file/df.aspx/publish/adn/PublicFolder/Sokkia" target="_blank">http://www.drivehq.com/file/df.aspx/pub ... der/Sokkia

.scr este Sokkia Card Reader format vechi anterior SDR-ului
.sdr-urile provin dintr-un carnet electronic de teren SDR33

Modificat de set4 (19-08-2008 16:07:23)

[advex]

Goguletz, toata admiratia mea pentru munca depusa si bunele intentii in elaborarea unor programe "free" pentru colegii topografi.
Cateva consideratii, probabil in contradictoriu cu interventiile admirative postate pe forum:
1. sper sa nu fie doar un exercitiu de programare facut de un tanar entuziast;
2. un software general valabil pentru toate statiile totale nu prea exista, algoritmii interni de calcul si compensare nu sunt dezvaluiti de firmele producatoare, prelucrarea datelor "crude" fiind alta poveste;
3. programele de prelucrare primara postate pe site sunt doar inceputul unui lung proces pana la obtinerea de ex. a rezultatelor unei compensari corecte a unei retele;
4. in opinia mea, nu ai definit foarte clar ce vrei sa faca acest program. Nu uita ca utilizatorul unei statii totale moderne are la dispozitie functiuni foarte complexe implementate in aparat, soft auxiliar performant, acesta recurgand din ce in ce mai rar la metode clasice de calcul.
De ce crezi ca ar renunta un utilizator de statie Leica la soft-ul LGO (este "aproape" gratis) in favoarea programului tau?!

Interventia mea vine si ca rezultat al celor postate de tine la http://topograf.3xforum.ro/post/21/6/TopoLT/" target="_blank">http://topograf.3xforum.ro/post/21/6/TopoLT/ - apostrofarea colegului moholea este un pic prea dura! 

In ordinea prioritatilor, poate nu ar strica sa abordezi mai intai capitolul de "Prelucrari grafice". Crearea de profile transversale, longitudinale, linework, generarea de polilinii dupa codul punctelor etc. sunt atribute ale unor programe ceva mai scumpe si pe care nu le achizitioneaza orice topograf. Ele au aplicabilitate imediata si sunt foarte utile!

Sper ca initiativa ta sa fie de durata si cu rezultate reale. Sa nu te sperii daca vin si critici sau reactii ciudate (vezi Topovlad - acuzat de furt dupa ce a pus la dispozitie un autolisp pentru relevee!).

Modificat de advex (19-08-2008 22:35:39)

[goguletz]

Mersi frumos pentru consideratii, dar:

1. Si daca este "doar un exercitiu de programare facut de un tanar entuziast" ce daca?! Cui strica? Ba, chiar mi-as dori sa mai vad asa ceva si la altii.

2. Incerc sa creez un soft care sa converteasca orice fisier de masuratori (indiferent de statia totala utilizata) intr-un fisier de masuratori standard (fisier care poate fi incarcat apoi intr-un soft de compensare complet plecand de la niste date "crude" / brute). Producatorii pot scoate pe piata aparatura din ce in ce mai avansata, dar principiul de masurare va ramane mereu acelasi.

3. Sunt constient ca in acest moment site-ul nu contine decat o serie restransa de programe, si acelea micutze din punct de vedere al complexitatii lor, dar in acest moment nu prea am timp (munca, oboseala etc.).

4. In opinia mea, cred ca am definit destul de clar ce astept eu de la acest program - transformarea unui fisier de masuratori al unei statii totale intr-un fisier de masuratori standard. Sunt convins ca statiile totale moderne au la dispozitie functii foarte complexe si multe altele, dar nu uita ca orice statie totala este insotita pe teren de un operator (ce ne facem cu ala?!); nu sunt multi cei care stiu ce sa faca cu datele obtinute in urma unei masuratori din teren, si atunci incerc prin acest site (sectiunile "Descriere" si "Exemplu";) sa "iluminez" pe unii "deconectati de la curent".

Nu incurajez pe nimeni sa renunte la soft-urile utilizate de ei, ba chiar ii incurajez, dar daca mai vor o parere, o pot avea oricand (PE GRATIS).
Incercati, asa din curiozitate, sa dati cateva "search-uri" pe Google cu geodezie, topografie, cadastru, si sa primiti ca rezultat numai firme de cadastru si alte alea -> nimic productiv (nici un articol, nici o formula, nici un soft).

Imi cer scuze fata de colegul moholea. Am cazut ca proasta-n balta. In nici un caz nu-mi trecea prin cap ca as putea folosi TopoLT-ul pentru descarcari de statii totale (cu toate ca stiam ca e capabil de asa ceva).

Inca odata, mersi pentru consideratii, si le respect (chiar daca-mi plac sau nu)!

[John Doe]

goguletz:
Cred ca am inteles ce vrei sa faci, si poate iti inteleg si motivele; poate, fiindca acum niste ani si eu sapam si cautam incercând sa fac lucrurile sa mearga mai bine. Dar eu am facut, eu am priceput, si am avut chiar probleme (cu unii colegi) fiindca voiam "altceva". Nu-ti doresc asa ceva, e foarte neplacut.

Ce cred: vrei sa faci asta? Fa-o ! Vom vedea ce va iesi, din cate vad n-ai dat cu paru-n cap la nimeni. Daca crezi ca te pot ajuta cu ceva, ma gasesti pe-aici.

Spor !