MEMORIU DETERMINARE PUNCTE GPS
Cuprins:
1. Scopul lucrarii
2. Control WGS '84
3. Echipamente, metode de masurare, software
4. Transformari de coordonate
5. Conditii de efectuare a observatiilor
6. Inventar coordonate compensate puncte noi
7. Schita vectorilor
8. Raport procesare vectori
9. Raport compensare retea
1. Prezenta lucrare a fost executata in vederea determinarii coordonatelor in sistemul WGS-84 si in Proiectie Stereografica 1970 pentru 6 puncte (codificate COLI0-COLI4,20000).
2. Controlul WGS-84 a fost realizat prin legarea GPS a punctului de interes COLI0 cu punctul de ordinul 1 BUESTI din reteaua geodezica nationala.
3. Echipamente, metode de masurare, software
Masuratorile GPS au fost efectuate cu receptoare Trimble R3, cu operare in frecventa L1. La procesarea datelor au fost utilizate efemeride transmise (broadcast);
Observatiile efectuate s-au facut utilizand metoda statica;
Pentru procesarea observatiilor GPS si determinarea coordonatelor punctelor noi in sistemul WGS-84 a fost folosita aplicatia Trimble Business Center.
4. Transformarile de coordonate din sistemul WGS-84 in planul Proiectiei Stereografice 1970 au fost efectuate prin intermediul unei transformari polinomiale (regresie), de gradul 7, cu 28 de parametrii.
Coef. |
Valoare |
Coef. |
Valoare |
Coef. |
Valoare |
Coef. |
Valoare |
A0 |
0.00038222432 |
A14 |
0.00012555000 |
B0 |
0.00155279353 |
B14 |
0.00000000000 |
A1 |
-0.00004189506 |
A15 |
0.00001356316 |
B1 |
0.00017312899 |
B15 |
0.00000000000 |
A2 |
-0.00007398116 |
A16 |
-0.00003625882 |
B2 |
-0.00006296723 |
B16 |
-0.00001712781 |
A3 |
-0.00000808320 |
A17 |
-0.00002409799 |
B3 |
0.00001661076 |
B17 |
-0.00006621996 |
A4 |
-0.00002628595 |
A18 |
-0.00007755964 |
B4 |
0.00002521269 |
B18 |
-0.00015102470 |
A5 |
-0.00000006775 |
A19 |
0.00000000000 |
B5 |
-0.00000431560 |
B19 |
-0.00009185241 |
A6 |
0.00000000000 |
A20 |
0.00000000000 |
B6 |
0.00000691026 |
B20 |
-0.00002009679 |
A7 |
0.00002115716 |
A21 |
0.00000000000 |
B7 |
0.00002717078 |
B21 |
0.00002089825 |
A8 |
0.00000953058 |
A22 |
-0.00003267815 |
B8 |
0.00003550800 |
B22 |
0.00000000000 |
A9 |
0.00001053759 |
A23 |
-0.00040001548 |
B9 |
0.00003103832 |
B23 |
0.00000000000 |
A10 |
0.00000257385 |
A24 |
-0.00022556505 |
B10 |
-0.00002600189 |
B24 |
-0.00001355204 |
A11 |
0.00001493277 |
A25 |
-0.00012353772 |
B11 |
0.00000000000 |
B25 |
-0.00006126934 |
A12 |
0.00005867214 |
A26 |
-0.00012906090 |
B12 |
0.00000000000 |
B26 |
0.00000000000 |
A13 |
0.00011471502 |
A27 |
0.00000000000 |
B13 |
-0.00001631451 |
B27 |
-0.00001654900 |
5. . Conditiile efectuarii observatiilor GPS
interval esantionare: 30sec ;
unghi de elevatie limita: 13°;
efemeride folosite: efemeride transmise.
6. Coordonatele finale ale punctelor noi determinate
Cod punct |
WGS 84 |
STEREO' 70 |
||
B |
L |
X |
Y |
|
COLI0 |
N44°43'35.74618' |
E27°02'47.95257' |
360596.632 |
662228.121 |
COLI1 |
N44°45'14.61543' |
E27°00'54.11390' |
363584.516 |
659647.355 |
COLI2 |
N44°45'43.16530' |
E26°59'32.22804' |
364420.731 |
657824.957 |
COLI3 |
N44°48'22.83593' |
E27°00'29.90154' |
369379.611 |
658969.978 |
COLI4 |
N44°47'21.36557' |
E27°00'14.70970' |
367474.339 |
658683.483 |
20000 |
N44°44'04.61209' |
E27°04'49.56422' |
361555.989 |
664880.471 |
7. Schita vectorilor
8. Raport de procesare al vectorilor
|
|
Observation |
From |
To |
Solution Type |
H. Prec. |
V. Prec. |
Geodetic Az. |
Ellipsoid Dist. |
Height |
|
|
|
|
|
|
|
|
|
BUESTI --- TECUSANI (B5) |
TECUSANI |
BUESTI |
Fixed |
0.022 |
0.045 |
136°08'00' |
14681.342 |
14.942 |
COLI4 --- COLI2 (B4) |
COLI2 |
COLI4 |
Fixed |
0.016 |
0.017 |
17°07'18' |
3171.960 |
0.626 |
TECUSANI --- COLI0 (B8) |
COLI0 |
TECUSANI |
Fixed |
0.021 |
0.026 |
163°32'22' |
10286.728 |
1.240 |
COLI1 --- COLI0 (B6) |
COLI0 |
COLI1 |
Fixed |
0.010 |
0.014 |
320°38'16' |
3948.038 |
6.811 |
COLI0 --- REVIGA-NORD (B2) |
REVIGA-NORD |
COLI0 |
Fixed |
0.014 |
0.019 |
290°31'40' |
5839.049 |
0.453 |
COLI0 --- 20000 (B9) |
COLI0 |
20000 |
Fixed |
0.009 |
0.017 |
71°34'17' |
2820.429 |
-2.111 |
COLI3 --- COLI2 (B1) |
COLI2 |
COLI3 |
Fixed |
0.021 |
0.022 |
14°25'13' |
5089.301 |
-0.787 |
COLI2 --- COLI1 (B7) |
COLI1 |
COLI2 |
Fixed |
0.011 |
0.011 |
296°04'56' |
2005.054 |
-1.108 |
COLI3 --- COLI4 (B3) |
COLI3 |
COLI4 |
Fixed |
0.011 |
0.012 |
189°58'53' |
1926.671 |
1.419 |
Processed |
Passed |
Flag |
Fail |
9 |
9 |
0 |
0 |
Date: 01.02.2008 17:11:08 |
Project: C:Documents and SettingsTIBI1My DocumentsTrimble Business Centerretea-colelia-0-4.vce |
Trimble Business Center |
9. Raport de compensare a retelei
Set-Up Errors |
|
GNSS |
|
Error in Height of Antenna: |
0.003 m |
Centering Error: |
0.002 m |
Point ID |
Latitude |
Longitude |
Height |
Height Error |
Fixed |
BUESTI |
N44°32'32.97649' |
E27°12'41.07572' |
105.599 |
|
LLh |
COLI0 |
N44°43'35.74618' |
E27°02'47.95257' |
89.417 |
0.018 |
|
COLI1 |
N44°45'14.61543' |
E27°00'54.11390' |
96.228 |
0.019 |
|
COLI2 |
N44°45'43.16530' |
E26°59'32.22804' |
95.121 |
0.020 |
|
COLI3 |
N44°48'22.83593' |
E27°00'29.90154' |
94.330 |
0.020 |
|
COLI4 |
N44°47'21.36557' |
E27°00'14.70970' |
95.748 |
0.020 |
|
REVIGA-NORD |
N44°42'29.49059' |
E27°06'56.44544' |
88.964 |
0.020 |
|
TECUSANI |
N44°38'16.13648' |
E27°05'00.20681' |
90.657 |
0.016 |
|
Point ID |
Semi-major axis |
Semi-minor axis |
Azimuth |
COLI0 |
0.011 |
0.008 |
167° |
COLI1 |
0.012 |
0.009 |
166° |
COLI2 |
0.012 |
0.010 |
162° |
COLI3 |
0.013 |
0.010 |
158° |
COLI4 |
0.013 |
0.010 |
159° |
REVIGA-NORD |
0.012 |
0.010 |
171° |
TECUSANI |
0.008 |
0.006 |
157° |
Politica de confidentialitate |
.com | Copyright ©
2024 - Toate drepturile rezervate. Toate documentele au caracter informativ cu scop educational. |
Personaje din literatura |
Baltagul – caracterizarea personajelor |
Caracterizare Alexandru Lapusneanul |
Caracterizarea lui Gavilescu |
Caracterizarea personajelor negative din basmul |
Tehnica si mecanica |
Cuplaje - definitii. notatii. exemple. repere istorice. |
Actionare macara |
Reprezentarea si cotarea filetelor |
Geografie |
Turismul pe terra |
Vulcanii Și mediul |
Padurile pe terra si industrializarea lemnului |
Termeni si conditii |
Contact |
Creeaza si tu |