GJ - Privredna komora Srbije
GJ - Privredna komora Srbije GJ - Privredna komora Srbije
procedure takes into account the cofactor ( SAS 3 ) matrix of preliminary observations Q in addition to the a priori variance of unit weight . In both procedures the design matrix A is formed, approximate values of 0 0 0 2 0 Y , X , H are selected and the calculation of the vector of absolute terms f is made. The dimensions of the design matrix A for an individual observation that was made during one day is 3 3 and is the same as the identity matrix. The design matrix A is build only from diagonal elements that are included in the procedure of adjustment by parameter variance: 1 0 0 A I 0 1 0 (3) 0 0 1 33 33 Approximate values used as the input data for the procedure of adjustment by parameter variance are the smallest values obtained from the made daily observations. Values were marked withY 0 , X 0 , H 0 . The vectors of absolute terms were calculated according to: 1 0 0 Y0 Y Y0 Y f A X X 0 1 0 X X X X (4) 0 0 1 0 31 33 31 31 0 0 H 0 H H0 H The two procedures used for adjustment differ when forming the variance – covariance matrix. The variance – covariance matrix is defined as: QYYi QYXi QYHi 2 2 Σll 0Q ll 0 QYXi QXXi Q XHi (5) Q YHi QXHi Q HHi The cofactor matrix of preliminary observations Q was not known for procedure SAS 2 but when using the procedure SAS 3 it was available as the part of the input data. When using the procedure of adjustment SAS 2 the correlations between measured values were not known and thus the cofactor matrix was equal to identity matrix: 2 1 0 0 0 0 0 2 2 2 Σll 0 Q ll 0 0 1 0 0 0 0 (6) 33 33 2 0 0 1 0 0 0 When using the procedure SAS 3 for the adjustment where the correlations are given as a part of input data the covariance matrix is formed as follows: 311
2 2 2 QYYi QYXi QYHi 0QYYi 0QYXi 0Q YHi 2 2 2 2 2 Σii 0 Q 0 QYXi QXXi Q XHi 0QYXi 0QXXi 0QXHi (7) 33 33 2 2 2 Q YHi QXHi Q HHi 0QYHi 0QXHi 0Q HHi Continuation of the SAS 2 procedure of adjustment is followed by the formation of the matrix of unit weights 1 1 P Σ in the second case when using SAS 3 procedure the inverted covariance matrix Σ is used instead ll of unit weight matrix. After the unit weight matrix or the inverse covariance matrix is defined the adjustment is in both cases followed by defining vector of absolutes terms n , normal equations coefficient matrix N , cofactor matrix Q , vector of unknown parameters x and residual equations v . The following equations were used: xx ll T 1 n A Σll f (8) T -1 N = A ΣA ll (9) 1 Qxx N (10) x Q n (11) xx v Ax f (12) By knowing the values of vectors of absolute terms x the values of adjusted coordinates can be obtained by following equation: Yizr Yizr Y Xizr X0 x X izr X izr X (13) H H izr izr H The sum of square adjustments during the procedure SAS 2 can be written for each coordinate as [1]: 1 1 2 2 pvv p v p v p v (14) Y 2 2 2 Y Y Y Y Y n Y n 1 1 2 2 pvv p v p v p v (15) X 2 2 2 X X X X X n X n 1 1 2 2 pvv p v p v p v (16) H 2 2 2 H H H H H n H n Posteriori errors of unit weights are calculated for each of the three coordinates by usage of equations: pvv pvv pvv ; ; n u n u n u Y X Z 0Y 0 X 0H (17) 312
- Page 262 and 263: LITERATURA 1. Rudarski projekt za i
- Page 264 and 265: N slika1. Pregledna geografska kart
- Page 266 and 267: 4.0. TEHNOLOGIJA OTKOPAVANJA OTKRIV
- Page 268 and 269: Odlaganje kvartarnih glina Tabela b
- Page 270 and 271: TEHNIĈKE KARAKTERISTIKE ODLAGAĈA
- Page 272 and 273: Kamenolom ''Nepri~ava'' (kre~njak)
- Page 274 and 275: ALUGA 114.0 1 0 98.8 1 0 693 2 730
- Page 276 and 277: c) Izdan u peskovima gornjeg ponta.
- Page 278 and 279: REKA KOLUBARA F AZA P.S 107.5 105 9
- Page 280 and 281: KORELACONE VEZE MEĐU POJAVAMA KOLI
- Page 282 and 283: 2,100 1,900 1,700 1,500 1,300 rasip
- Page 284 and 285: Za 1,095 (kolona 8): (1,095 - 1,447
- Page 286 and 287: X Y X 2 Y 2 x x y y 2 x x y
- Page 288 and 289: 10. Zakljuĉak Na osnovu ispitivanj
- Page 290 and 291: flore i faune na mestu odlaganja, b
- Page 292 and 293: Slika 1. Geomorfološka mapa kostol
- Page 294 and 295: Klaster 1 (n=3) Klaster 2 (n=6) Kla
- Page 296 and 297: najkvalitetnijih sojeva za komercij
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- Page 300 and 301: Današnja tehnologija osnivanja zas
- Page 302 and 303: POLJOPRIVREDNA PROIZVODNJA NA DEPOS
- Page 304 and 305: Slika 2. Prirodno zemljište je pot
- Page 306 and 307: hemijskih analiza treba istaći ned
- Page 308 and 309: Slika 7 Što se tiĉe "Voćarske" p
- Page 310 and 311: Figure 1: Ground plan of set up mon
- Page 314 and 315: The denominator in equation (17) is
- Page 316 and 317: Accuracy comparison of the observat
- Page 318 and 319: Number of valid observations [%] Š
- Page 320 and 321: ANALIZA PRIRODNO-GEOLOŠKIH USLOVA
- Page 322 and 323: Za pripremne rudarske prostorije, k
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procedure takes into account the cofactor ( <br />
SAS 3<br />
) matrix of preliminary observations Q in addition to the a<br />
priori variance of unit weight . In both procedures the design matrix A is formed, approximate values<br />
of<br />
0 0 0<br />
2<br />
0<br />
Y , X , H are selected and the calculation of the vector of absolute terms f is made. The dimensions of<br />
the design matrix A for an individual observation that was made during one day is 3 3 and is the same as<br />
the identity matrix. The design matrix A is build only from diagonal elements that are included in the<br />
procedure of adjustment by parameter variance:<br />
1 0 0<br />
A I <br />
<br />
0 1 0<br />
<br />
<br />
(3)<br />
0 0 1<br />
33 33<br />
Approximate values used as the input data for the procedure of adjustment by parameter variance are the<br />
smallest values obtained from the made daily observations. Values were marked withY 0<br />
, X 0<br />
, H 0<br />
. The<br />
vectors of absolute terms were calculated according to:<br />
1 0 0 Y0 Y<br />
Y0<br />
Y<br />
<br />
<br />
f A X X <br />
<br />
0 1 0<br />
<br />
X<br />
<br />
X<br />
<br />
<br />
<br />
<br />
X X<br />
(4)<br />
0 0 1 <br />
<br />
0<br />
31 33 31 <br />
31<br />
0 0 <br />
H <br />
0 H H0<br />
H <br />
The two procedures used for adjustment differ when forming the variance – covariance matrix. The variance<br />
– covariance matrix is defined as:<br />
QYYi QYXi QYHi<br />
<br />
2 2<br />
Σll 0Q ll<br />
<br />
<br />
0<br />
QYXi QXXi Q<br />
<br />
<br />
XHi <br />
(5)<br />
Q YHi<br />
QXHi Q <br />
HHi <br />
The cofactor matrix of preliminary observations Q was not known for procedure <br />
SAS 2<br />
but when using the<br />
procedure <br />
SAS 3<br />
it was available as the part of the input data. When using the procedure of adjustment <br />
SAS 2<br />
the correlations between measured values were not known and thus the cofactor matrix was equal to identity<br />
matrix:<br />
2<br />
1 0 0<br />
0<br />
0 0 <br />
2 2 2 <br />
Σll<br />
0 Q<br />
ll<br />
<br />
<br />
0<br />
0 1 0<br />
<br />
0 0<br />
0 <br />
(6)<br />
<br />
33 33 2<br />
0 0 1 0 0 <br />
0 <br />
When using the procedure <br />
SAS 3<br />
for the adjustment where the correlations are given as a part of input data<br />
the covariance matrix is formed as follows:<br />
311