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!
PENTAX SERIA 300
DL-02 SOFT DESCARCARE DATE,
http://www.sierrasoft.netDESCARCA 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
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!
P.S.: Daca ai putea sa-mi dai o denumire mai precisa a statiei totale ti-as ramane recunoscator. Mersi!
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
:D , desi nu stiu cu ce ma ajuta f. mult !
Sper sa fie de folos, oricum daca mai ai nevoie de ceva lasa un msg. !
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
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,
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
sper sa iti foloseasca
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.
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
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)
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/ - 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)
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)!
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 !
si de unde ti-a venit ideea asta gogulet? :D :D :D
Dorule, n-am vazut in viatza mea asa fisier. Si daca-mi dai descrierile descrierilor tot n-as putea sa ma descurc.
Din cate am vazut, e clar ca este un aparat de ultima generatie, utilizat in USA.
Sunt foarte constient cat de solicitant este un astfel de program si cat timp trebuie sa investesti in el. Tocmai de aceea programul de conversie va cunoaste la inceput cateva statii totale. Inainte de a crea acest program trebuie sa creez alte 2 programe, care iar sunt "mancatoare de timp" - Compensare_2D si Compensare_1D. Si va trebui sa le regandesc fata de stadiul actual (si inca am probleme la partea asta - vreau sa automatizez la maxim).
Mersi frumos de implicare.
M-ati ajuta enorm daca pe langa acest exemplu ati putea atasa si un fisier.
Modificat de goguletz (21-08-2008 21:15:56)
Salut!
As vrea sa stiu daca ma poate ajuta cineva cu un soft de descarcare date dintr-un aparat ELTA R55?
Poate chiar sa-mi dea si un manual in limba romana sau ceva explicatii.
L-am primit in custodie de la cineva si tare mult as vrea sa stiu daca-l pot folosi inainte de a incepe sa negociez pretul cu persoana respectiv.
Va multumesc.
statia folosita:Trimble S6
sofd pt download:Trimble Teramodel
extensia fisierului generat de statie:*.job
alte extensii ce poate importa teramonelul:nu sunt sigur dar nu cred k mai importa si alte formate raw in afara de trimble...mai poate importa fisiera ascii si .dwg/.dxf
cum arata un fisier:
Trimble
5475 Kellenburger Road
Dayton, Ohio 45424-1099, USA
1-937-233-8921
6 februarie 2009 08:31:12
--------------------------------------------------------------------------------
LEVEL Primary
STATIONINFO 1
OCCUPIEDSTATION 1 INSTRUMENT 1.670
REFSTATION 2 HA 100.0000
TARGET 2.000 PRISMCONSTANT 0.000
REFSTATION 2 HA 100.0000 VA 101.3541 SLOPE 25.855 TARGET 2.000
PRISMCONSTANT 0.000
SIDESHOT 100 HA 95.8922 VA 102.0085 SLOPE 15.489
SIDESHOT 101 HA 101.6137 VA 101.7002 SLOPE 13.967
SIDESHOT 102 HA 104.2340 VA 101.3092 SLOPE 12.400
SIDESHOT 103 HA 105.3886 VA 100.1919 SLOPE 9.446
SIDESHOT 104 HA 97.7480 VA 99.9406 SLOPE 9.437
SIDESHOT 105 HA 113.7595 VA 99.6686 SLOPE 7.404
SIDESHOT 106 HA 132.1984 VA 99.8148 SLOPE 8.121
SIDESHOT 107 HA 92.2418 VA 97.7503 SLOPE 8.135
SIDESHOT 108 HA 61.4456 VA 97.7635 SLOPE 6.690
SIDESHOT 109 HA 33.2565 VA 98.4320 SLOPE 6.782
SIDESHOT 110 HA 40.2534 VA 99.1532 SLOPE 10.321
SIDESHOT 111 HA 42.7765 VA 99.1986 SLOPE 9.706
SIDESHOT 112 HA 375.8519 VA 96.4968 SLOPE 4.834
SIDESHOT 113 HA 323.5705 VA 98.7698 SLOPE 9.183
SIDESHOT 114 HA 318.1411 VA 99.1720 SLOPE 10.152
SIDESHOT 115 HA 311.5510 VA 99.1740 SLOPE 13.253
SIDESHOT 116 HA 322.9533 VA 99.6394 SLOPE 14.886
SIDESHOT 117 HA 320.8345 VA 99.6467 SLOPE 13.914
SIDESHOT 118 HA 319.0243 VA 99.5899 SLOPE 16.984
SIDESHOT 119 HA 307.8607 VA 98.9238 SLOPE 16.948
SIDESHOT 120 HA 301.7033 VA 99.5313 SLOPE 15.463
SIDESHOT 121 HA 306.4757 VA 99.4696 SLOPE 15.846
SIDESHOT 122 HA 300.4815 VA 100.1777 SLOPE 19.275
SIDESHOT 123 HA 304.3225 VA 99.5451 SLOPE 19.573
SIDESHOT 124 HA 283.4175 VA 100.6131 SLOPE 13.619
SIDESHOT 125 HA 285.4502 VA 100.6496 SLOPE 13.710
SIDESHOT 126 HA 273.8040 VA 97.8689 SLOPE 10.405
SIDESHOT 127 HA 259.6407 VA 96.9877 SLOPE 5.871
SIDESHOT 128 HA 205.6843 VA 93.1169 SLOPE 3.806
SIDESHOT 129 HA 188.6177 VA 92.1787 SLOPE 5.422
SIDESHOT 130 HA 170.4302 VA 91.8018 SLOPE 4.394
SIDESHOT 131 HA 123.0915 VA 89.7386 SLOPE 2.278
SIDESHOT 132 HA 87.6457 VA 89.8491 SLOPE 2.207
SIDESHOT 133 HA 127.8293 VA 97.5583 SLOPE 2.761
SIDESHOT 134 HA 175.6942 VA 95.5248 SLOPE 5.455
SIDESHOT 135 HA 171.6971 VA 97.0362 SLOPE 9.972
SIDESHOT 136 HA 164.6599 VA 97.3918 SLOPE 10.185
SIDESHOT 137 HA 164.1586 VA 97.4724 SLOPE 9.585
SIDESHOT 138 HA 163.8956 VA 96.8031 SLOPE 6.334
SIDESHOT 139 HA 145.9111 VA 98.7471 SLOPE 8.788
SIDESHOT 140 HA 138.2782 VA 99.4633 SLOPE 10.438
TARGET 0.000
SIDESHOT 141 HA 220.2637 VA 85.8950 SLOPE 8.712
SIDESHOT 142 HA 242.9000 VA 88.6961 SLOPE 11.207
SIDESHOT 143 HA 252.9394 VA 88.6970 SLOPE 7.962
SIDESHOT 144 HA 257.4931 VA 89.7155 SLOPE 7.472
SIDESHOT 145 HA 259.4883 VA 89.7155 SLOPE 8.593
SIDESHOT 146 HA 260.0434 VA 89.9883 SLOPE 8.673
SIDESHOT 147 HA 252.6212 VA 104.2902 SLOPE 8.110
SIDESHOT 148 HA 255.1983 VA 99.3561 SLOPE 5.527
SIDESHOT 149 HA 258.7164 VA 93.6394 SLOPE 7.983
SIDESHOT 150 HA 259.0316 VA 105.5015 SLOPE 8.238
OCCUPIEDSTATION 2 INSTRUMENT 1.700
REFSTATION 1 HA 300.0000
TARGET 2.000 PRISMCONSTANT 0.000
REFSTATION 1 HA 300.0000 VA 97.0604 SLOPE 25.864 TARGET 2.000
PRISMCONSTANT 0.000
SIDESHOT 151 HA 354.8607 VA 98.7516 SLOPE 7.525
STATIONINFO 3
OCCUPIEDSTATION 3 INSTRUMENT 1.700
REFSTATION 4 HA 100.0000
TARGET 2.000 PRISMCONSTANT 0.000
REFSTATION 4 HA 100.0000 VA 97.0648 SLOPE 25.904 TARGET 2.000
PRISMCONSTANT 0.000
STATIONINFO 5
OCCUPIEDSTATION 5 INSTRUMENT 1.700
REFSTATION 6 HA 100.0000
TARGET 2.000 PRISMCONSTANT 0.000
REFSTATION 6 HA 100.0000 VA 97.0650 SLOPE 25.911 TARGET 2.000
PRISMCONSTANT 0.000
STATIONINFO 9
OCCUPIEDSTATION 9 INSTRUMENT 1.700
REFSTATION 10 HA 100.0000
TARGET 2.000 PRISMCONSTANT 0.000
REFSTATION 10 HA 100.0000 VA 97.0619 SLOPE 25.868 TARGET 2.000
PRISMCONSTANT 0.000
OCCUPIEDSTATION 2 INSTRUMENT 1.700
REFSTATION 1 HA 300.0000
TARGET 2.000 PRISMCONSTANT 0.000
REFSTATION 1 HA 300.0000 VA 97.0626 SLOPE 25.885 TARGET 2.000
PRISMCONSTANT 0.000
SIDESHOT 152 HA 280.1864 VA 97.3997 SLOPE 15.463
SIDESHOT 153 HA 274.5250 VA 97.5603 SLOPE 11.839
SIDESHOT 154 HA 269.3691 VA 97.6580 SLOPE 10.670
SIDESHOT 155 HA 260.3599 VA 98.2073 SLOPE 9.444
SIDESHOT 156 HA 259.5392 VA 97.0769 SLOPE 12.061
SIDESHOT 157 HA 257.5690 VA 97.3741 SLOPE 10.028
SIDESHOT 158 HA 248.6441 VA 98.8067 SLOPE 8.768
SIDESHOT 159 HA 247.9451 VA 97.8222 SLOPE 9.271
SIDESHOT 160 HA 231.3593 VA 99.5825 SLOPE 8.876
SIDESHOT 161 HA 233.2829 VA 102.8726 SLOPE 9.418
SIDESHOT 162 HA 207.8525 VA 95.9668 SLOPE 12.577
SIDESHOT 163 HA 202.9739 VA 100.9791 SLOPE 12.981
SIDESHOT 164 HA 199.5762 VA 101.2122 SLOPE 14.710
SIDESHOT 165 HA 199.8922 VA 101.1085 SLOPE 16.262
SIDESHOT 166 HA 197.8024 VA 101.3154 SLOPE 16.318
SIDESHOT 167 HA 200.9997 VA 98.9587 SLOPE 15.894
SIDESHOT 168 HA 193.2583 VA 100.6578 SLOPE 10.275
SIDESHOT 169 HA 389.1214 VA 100.2589 SLOPE 10.345
SIDESHOT 170 HA 372.7027 VA 99.3860 SLOPE 7.825
SIDESHOT 171 HA 354.7576 VA 98.7532 SLOPE 7.546
SIDESHOT 172 HA 7.4595 VA 99.6505 SLOPE 6.399
SIDESHOT 173 HA 13.7544 VA 98.1114 SLOPE 6.466
SIDESHOT 174 HA 48.1805 VA 98.2241 SLOPE 5.552
SIDESHOT 175 HA 49.2430 VA 99.2408 SLOPE 10.917
SIDESHOT 176 HA 397.4536 VA 97.9429 SLOPE 3.996
SIDESHOT 177 HA 377.8385 VA 87.2364 SLOPE 1.684
SIDESHOT 178 HA 211.9386 VA 91.0305 SLOPE 1.372
SIDESHOT 179 HA 76.1176 VA 70.4659 SLOPE 0.667
SIDESHOT 180 HA 82.8482 VA 95.3994 SLOPE 2.655
SIDESHOT 181 HA 166.6939 VA 76.6543 SLOPE 0.929
SIDESHOT 182 HA 186.3011 VA 98.9829 SLOPE 4.228
SIDESHOT 183 HA 164.2792 VA 81.7351 SLOPE 4.025
SIDESHOT 184 HA 180.1631 VA 98.6991 SLOPE 6.544
SIDESHOT 185 HA 170.9526 VA 99.4770 SLOPE 9.440
SIDESHOT 186 HA 162.7352 VA 100.0448 SLOPE 11.538
TARGET 0.000
SIDESHOT 187 HA 150.6550 VA 80.8012 SLOPE 28.597
SIDESHOT 188 HA 150.7090 VA 78.7322 SLOPE 28.901
SIDESHOT 189 HA 152.3886 VA 78.7322 SLOPE 28.662
TARGET 2.000
SIDESHOT 190 HA 179.9129 VA 100.5670 SLOPE 21.685
SIDESHOT 191 HA 192.1414 VA 100.7375 SLOPE 20.268
SIDESHOT 192 HA 180.3370 VA 100.8370 SLOPE 18.473
SIDESHOT 193 HA 171.5020 VA 100.8656 SLOPE 18.343
REFSTATION 11 HA 176.5973 VA 100.5134 SLOPE 21.876 TARGET 2.000
PRISMCONSTANT 0.000
OCCUPIEDSTATION 11 INSTRUMENT 1.650
REFSTATION 2 HA 376.5973
TARGET 2.000 PRISMCONSTANT 0.000
REFSTATION 2 HA 376.5973 VA 97.5463 SLOPE 21.895 TARGET 2.000
PRISMCONSTANT 0.000
SIDESHOT 194 HA 380.6139 VA 97.1788 SLOPE 16.916
SIDESHOT 195 HA 386.3231 VA 96.8990 SLOPE 13.693
SIDESHOT 196 HA 389.4822 VA 96.9665 SLOPE 13.644
SIDESHOT 197 HA 398.8162 VA 96.9241 SLOPE 10.900
SIDESHOT 198 HA 396.9237 VA 98.0146 SLOPE 10.614
SIDESHOT 199 HA 16.8248 VA 98.2113 SLOPE 11.355
SIDESHOT 200 HA 28.3568 VA 98.4932 SLOPE 14.024
SIDESHOT 201 HA 17.9680 VA 97.7877 SLOPE 14.710
SIDESHOT 202 HA 56.5323 VA 99.1432 SLOPE 11.650
SIDESHOT 203 HA 63.8722 VA 97.8983 SLOPE 11.052
SIDESHOT 204 HA 68.7099 VA 96.7139 SLOPE 10.419
SIDESHOT 205 HA 85.8234 VA 95.7217 SLOPE 6.088
SIDESHOT 206 HA 317.7338 VA 96.9786 SLOPE 10.738
SIDESHOT 207 HA 324.0929 VA 96.9593 SLOPE 8.884
SIDESHOT 208 HA 310.5240 VA 97.4890 SLOPE 9.904
SIDESHOT 209 HA 288.7429 VA 98.3389 SLOPE 16.929
SIDESHOT 210 HA 286.0213 VA 98.6192 SLOPE 18.702
SIDESHOT 211 HA 281.6555 VA 98.7675 SLOPE 22.469
SIDESHOT 212 HA 278.6656 VA 99.0481 SLOPE 26.151
SIDESHOT 213 HA 277.7241 VA 99.0075 SLOPE 32.801
SIDESHOT 214 HA 273.9900 VA 99.4267 SLOPE 35.051
SIDESHOT 215 HA 274.3466 VA 99.4974 SLOPE 36.582
SIDESHOT 216 HA 275.7397 VA 99.4784 SLOPE 37.459
SIDESHOT 217 HA 277.5945 VA 99.4051 SLOPE 38.008
SIDESHOT 218 HA 270.3325 VA 99.4941 SLOPE 36.333
SIDESHOT 219 HA 269.1294 VA 99.6083 SLOPE 39.369
SIDESHOT 220 HA 268.1875 VA 99.7040 SLOPE 47.389
SIDESHOT 221 HA 268.7547 VA 99.7819 SLOPE 49.668
SIDESHOT 222 HA 260.4145 VA 99.2740 SLOPE 35.705
SIDESHOT 223 HA 269.8091 VA 99.4312 SLOPE 33.049
SIDESHOT 224 HA 274.5617 VA 98.9722 SLOPE 21.711
SIDESHOT 225 HA 276.5127 VA 98.8877 SLOPE 19.369
SIDESHOT 226 HA 246.7924 VA 96.8572 SLOPE 9.018
SIDESHOT 227 HA 250.2915 VA 97.4840 SLOPE 11.153
SIDESHOT 228 HA 258.6977 VA 97.4495 SLOPE 11.274
SIDESHOT 229 HA 259.2238 VA 98.5871 SLOPE 16.847
SIDESHOT 230 HA 259.8537 VA 98.7508 SLOPE 19.979
SIDESHOT 231 HA 260.3625 VA 99.0506 SLOPE 27.995
SIDESHOT 232 HA 255.2137 VA 98.8559 SLOPE 28.966
SIDESHOT 233 HA 254.5782 VA 99.0598 SLOPE 26.710
SIDESHOT 234 HA 255.7613 VA 98.9263 SLOPE 28.946
SIDESHOT 235 HA 256.2687 VA 98.6186 SLOPE 20.998
SIDESHOT 236 HA 263.1066 VA 99.6787 SLOPE 38.558
SIDESHOT 237 HA 271.3932 VA 99.6556 SLOPE 44.396
SIDESHOT 238 HA 272.9719 VA 99.6410 SLOPE 42.712
SIDESHOT 239 HA 275.4952 VA 99.6338 SLOPE 41.923
SIDESHOT 240 HA 277.6931 VA 99.5299 SLOPE 41.887
REFSTATION 12 HA 274.6885 VA 99.4147 SLOPE 42.821 TARGET 2.000
PRISMCONSTANT 0.000
REFSTATION 13 HA 259.3647 VA 98.6532 SLOPE 19.033 TARGET 2.000
PRISMCONSTANT 0.000
OCCUPIEDSTATION 12 INSTRUMENT 1.700
REFSTATION 11 HA 74.6885
TARGET 2.000 PRISMCONSTANT 0.000
REFSTATION 11 HA 74.6885 VA 99.5970 SLOPE 42.846 TARGET 2.000
PRISMCONSTANT 0.000
SIDESHOT 241 HA 49.3297 VA 94.0394 SLOPE 10.344
SIDESHOT 242 HA 45.9104 VA 94.8412 SLOPE 6.660
SIDESHOT 243 HA 40.9823 VA 94.4659 SLOPE 6.572
SIDESHOT 244 HA 36.4822 VA 96.4554 SLOPE 5.455
SIDESHOT 245 HA 21.7387 VA 94.4898 SLOPE 7.346
SIDESHOT 246 HA 33.8128 VA 93.1853 SLOPE 6.853
SIDESHOT 247 HA 388.2200 VA 97.1950 SLOPE 12.571
SIDESHOT 248 HA 386.2972 VA 97.2890 SLOPE 14.531
SIDESHOT 249 HA 392.5608 VA 96.3058 SLOPE 13.622
SIDESHOT 250 HA 390.5681 VA 96.7275 SLOPE 15.410
SIDESHOT 251 HA 386.4063 VA 97.0012 SLOPE 17.872
SIDESHOT 252 HA 385.5568 VA 96.9750 SLOPE 17.840
SIDESHOT 253 HA 375.7206 VA 97.8210 SLOPE 32.647
SIDESHOT 254 HA 378.8883 VA 97.3731 SLOPE 25.472
SIDESHOT 255 HA 377.1384 VA 97.8259 SLOPE 29.196
SIDESHOT 256 HA 368.0923 VA 98.0921 SLOPE 41.833
SIDESHOT 257 HA 371.5845 VA 98.0475 SLOPE 33.416
SIDESHOT 258 HA 369.3921 VA 98.0555 SLOPE 33.101
SIDESHOT 259 HA 365.8836 VA 98.0654 SLOPE 32.940
SIDESHOT 260 HA 364.0113 VA 98.1583 SLOPE 35.036
SIDESHOT 261 HA 358.4536 VA 97.8791 SLOPE 33.499
SIDESHOT 262 HA 362.5081 VA 97.9426 SLOPE 31.484
SIDESHOT 263 HA 365.5624 VA 97.7048 SLOPE 28.203
SIDESHOT 264 HA 362.8593 VA 97.5926 SLOPE 28.180
SIDESHOT 265 HA 355.8316 VA 97.2790 SLOPE 28.113
SIDESHOT 266 HA 356.0596 VA 97.4903 SLOPE 29.655
SIDESHOT 267 HA 356.1822 VA 96.5971 SLOPE 26.500
SIDESHOT 268 HA 355.0154 VA 96.7353 SLOPE 24.044
SIDESHOT 269 HA 358.0164 VA 96.9408 SLOPE 24.414
SIDESHOT 270 HA 351.4345 VA 93.7095 SLOPE 9.813
SIDESHOT 271 HA 357.5254 VA 94.3186 SLOPE 10.616
TARGET 0.000
SIDESHOT 272 HA 337.2619 VA 93.4952 SLOPE 6.614
SIDESHOT 273 HA 321.1624 VA 89.3481 SLOPE 2.047
TARGET 2.000
SIDESHOT 274 HA 56.9779 VA 96.2592 SLOPE 9.874
SIDESHOT 275 HA 108.1606 VA 98.5474 SLOPE 16.500
SIDESHOT 276 HA 122.5239 VA 98.4817 SLOPE 13.783
OCCUPIEDSTATION 13 INSTRUMENT 1.750
REFSTATION 11 HA 59.3647
TARGET 2.000 PRISMCONSTANT 0.000
REFSTATION 11 HA 59.3647 VA 99.2931 SLOPE 18.964 TARGET 2.000
PRISMCONSTANT 0.000
SIDESHOT 277 HA 170.3281 VA 99.2632 SLOPE 8.671
SIDESHOT 278 HA 168.3303 VA 99.6827 SLOPE 11.030
SIDESHOT 279 HA 148.7786 VA 99.2326 SLOPE 11.304
SIDESHOT 280 HA 150.3563 VA 99.6020 SLOPE 11.460
SIDESHOT 281 HA 151.8154 VA 99.9494 SLOPE 13.561
SIDESHOT 282 HA 165.4577 VA 100.2008 SLOPE 16.863
SIDESHOT 283 HA 182.1112 VA 100.1459 SLOPE 17.682
SIDESHOT 284 HA 184.7934 VA 99.1841 SLOPE 19.441
SIDESHOT 285 HA 164.5069 VA 100.3536 SLOPE 20.831
SIDESHOT 286 HA 162.4556 VA 100.4923 SLOPE 19.938
SIDESHOT 287 HA 162.0394 VA 100.6222 SLOPE 22.480
SIDESHOT 288 HA 162.5954 VA 100.6665 SLOPE 23.855
SIDESHOT 289 HA 163.8992 VA 100.6462 SLOPE 24.457
SIDESHOT 290 HA 156.2870 VA 100.6591 SLOPE 24.488
SIDESHOT 291 HA 155.1198 VA 100.5993 SLOPE 20.607
SIDESHOT 292 HA 151.2682 VA 100.4524 SLOPE 22.063
SIDESHOT 293 HA 149.2496 VA 100.6059 SLOPE 24.791
SIDESHOT 294 HA 146.3962 VA 99.7364 SLOPE 23.087
SIDESHOT 295 HA 139.0373 VA 100.0194 SLOPE 21.820
TARGET 0.000
SIDESHOT 296 HA 138.5284 VA 101.4758 SLOPE 19.235
SIDESHOT 297 HA 147.1005 VA 103.6467 SLOPE 19.471
SIDESHOT 298 HA 120.8918 VA 102.2512 SLOPE 11.145
SIDESHOT 299 HA 84.3228 VA 109.3811 SLOPE 3.829
SIDESHOT 300 HA 79.4986 VA 101.6604 SLOPE 6.258
SIDESHOT 301 HA 212.3023 VA 98.9541 SLOPE 4.011
SIDESHOT 302 HA 199.0318 VA 110.2367 SLOPE 8.917
SIDESHOT 303 HA 199.6704 VA 110.2367 SLOPE 8.717
SIDESHOT 304 HA 184.9650 VA 106.9415 SLOPE 5.158
SIDESHOT 305 HA 182.7554 VA 106.6749 SLOPE 13.549
SIDESHOT 306 HA 186.7300 VA 109.6379 SLOPE 7.417
TARGET 2.000
REFSTATION 14 HA 161.7894 VA 100.7550 SLOPE 27.899 TARGET 2.000
PRISMCONSTANT 0.000
OCCUPIEDSTATION 14 INSTRUMENT 1.740
REFSTATION 13 HA 361.7894
TARGET 2.000 PRISMCONSTANT 0.000
REFSTATION 13 HA 361.7894 VA 98.0647 SLOPE 27.939 TARGET 2.000
PRISMCONSTANT 0.000
SIDESHOT 307 HA 29.9260 VA 97.6151 SLOPE 10.138
SIDESHOT 308 HA 42.7630 VA 98.2001 SLOPE 16.542
SIDESHOT 309 HA 48.7394 VA 98.7152 SLOPE 16.180
SIDESHOT 310 HA 59.5005 VA 98.9832 SLOPE 12.818
SIDESHOT 311 HA 65.3759 VA 98.8418 SLOPE 12.612
SIDESHOT 312 HA 69.7606 VA 99.4747 SLOPE 12.453
SIDESHOT 313 HA 327.3367 VA 94.6207 SLOPE 5.531
SIDESHOT 314 HA 316.9086 VA 94.4759 SLOPE 5.308
SIDESHOT 315 HA 302.5871 VA 96.0762 SLOPE 6.820
SIDESHOT 316 HA 302.1912 VA 96.7642 SLOPE 9.232
SIDESHOT 317 HA 283.2970 VA 97.6256 SLOPE 10.023
SIDESHOT 318 HA 278.3062 VA 97.9090 SLOPE 12.905
SIDESHOT 319 HA 263.4590 VA 98.8523 SLOPE 15.450
SIDESHOT 320 HA 258.2165 VA 98.7894 SLOPE 15.446
SIDESHOT 321 HA 255.0896 VA 99.2638 SLOPE 15.495
SIDESHOT 322 HA 143.0886 VA 96.6866 SLOPE 3.034
SIDESHOT 323 HA 146.9707 VA 98.7300 SLOPE 9.622
SIDESHOT 324 HA 147.8480 VA 98.8259 SLOPE 11.044
SIDESHOT 325 HA 147.6586 VA 98.4584 SLOPE 12.056
SIDESHOT 326 HA 149.5940 VA 98.8796 SLOPE 12.874
SIDESHOT 327 HA 151.6750 VA 99.1329 SLOPE 14.265
SIDESHOT 328 HA 155.6915 VA 99.9665 SLOPE 21.698
TARGET 0.000
SIDESHOT 329 HA 297.3457 VA 77.3215 SLOPE 15.812
SIDESHOT 330 HA 298.2129 VA 77.3215 SLOPE 15.481
SIDESHOT 331 HA 305.7144 VA 77.3215 SLOPE 15.038
SIDESHOT 332 HA 313.3104 VA 77.3215 SLOPE 14.991
Mersi frumos phibrizzo, este mai mult decat suficient.
Intradevar, cei de la Trimble si-au dat tot interesul sa automatizeze acest proces de masurare-prelucrare.
Practic, in urma masuratorilor soft-ul statiei realizeaza si Compensarea 2D (
http://www.topo-online.ro/p_numerice/co ... rogram.php). Jos palaria in fata celor de la Trimble, din punctul asta de vedere.
Inca odata multumesc frumos.
Multa bafta!
Goguletz,
Toata admiratia de la un topograf cu vechime de 35 de ani in meserie
Da-mi o adresa de mail si-ti trimit tot felul de formate, sper sa-ti foloseasca.
367/584px 42.5KB
Roger that!
Goguletz,
Eu am adunat tot felul de programele, fisiere, conversii, etc. Poate ai nevoie de ceva si eu te pot ajuta in masura in care am. Fara rezerve.
(Pe vremea cind erm eu pionier era un salut: TOT INAINTE!!!!)
Mersi frumos!
Daca-i asa, TOT INAINTE CA PEONERII!!! :)