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GJ - Privredna komora Srbije

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2 2 2<br />

QYYi QYXi QYHi 0QYYi 0QYXi 0Q<br />

<br />

YHi<br />

2 2 2 2 2 <br />

Σii 0 Q <br />

<br />

0<br />

QYXi QXXi Q<br />

<br />

XHi<br />

0QYXi 0QXXi 0QXHi<br />

<br />

(7)<br />

33 33 <br />

<br />

<br />

2 2 2<br />

Q YHi<br />

QXHi Q <br />

HHi <br />

0QYHi 0QXHi 0Q<br />

<br />

HHi <br />

Continuation of the SAS<br />

2<br />

procedure of adjustment is followed by the formation of the matrix of unit weights<br />

1<br />

1<br />

P Σ in the second case when using <br />

SAS 3<br />

procedure the inverted covariance matrix Σ is used instead<br />

ll<br />

of unit weight matrix. After the unit weight matrix or the inverse covariance matrix is defined the adjustment<br />

is in both cases followed by defining vector of absolutes terms n , normal equations coefficient matrix N ,<br />

cofactor matrix Q , vector of unknown parameters x and residual equations v . The following equations<br />

were used:<br />

xx<br />

ll<br />

T 1<br />

n<br />

A Σll<br />

f (8)<br />

T -1<br />

N = A ΣA<br />

ll<br />

(9)<br />

1<br />

Qxx<br />

N (10)<br />

x Q n (11)<br />

xx<br />

v Ax f (12)<br />

By knowing the values of vectors of absolute terms x the values of adjusted coordinates can be obtained by<br />

following equation:<br />

Yizr Yizr Y<br />

<br />

Xizr X0<br />

x <br />

<br />

X<br />

<br />

izr<br />

X<br />

<br />

<br />

<br />

<br />

izr<br />

<br />

<br />

<br />

X<br />

(13)<br />

<br />

H<br />

H<br />

<br />

<br />

izr izr H <br />

The sum of square adjustments during the procedure <br />

SAS 2<br />

can be written for each coordinate as [1]:<br />

<br />

1 1 2 2<br />

pvv p v p v p v<br />

(14)<br />

Y<br />

2 2 2<br />

Y Y Y Y Y n Y n<br />

<br />

1 1 2 2<br />

pvv p v p v p v<br />

(15)<br />

X<br />

2 2 2<br />

X X X X X n X n<br />

<br />

1 1 2 2<br />

pvv p v p v p v<br />

(16)<br />

H<br />

2 2 2<br />

H H H H H n H n<br />

Posteriori errors of unit weights are calculated for each of the three coordinates by usage of equations:<br />

pvv pvv pvv<br />

; ; <br />

n u n u n u<br />

Y X Z<br />

0Y 0 X 0H<br />

(17)<br />

312

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