Leica 1000Z01 Model Vehicle User Manual


 
© Leica TPS-System 1000 Programs-2.3.1en 141
IV
EL
AH
OH
BS
SM
AS
FS
BL
HB
KM
FB
SA
A typical example of a V - measurement is shown in
the following list:
The example shows a survey with 3 sets and 4 targets
and directions in ° ' ".
The calculations are carried out according to the
following table.
PtNr Face I Face II Average face
I+II (a)
Average (d) v = d - a
1 87°13'58" 272°46'24" 87°13'47" 87°13'46" -1 1
2 88°42'12" 271°18'18" 88°41'57" 88°41'55" -2 4
3 89°44'22" 270°16'00" 89°44'11" 89°44'11" 0 0
4 91°06'47" 268°53'38" 91°06'34" 91°06'33" -1 1
1 87°14'01" 272°46'22" 87°14'49" -3 9
2 88°42'09" 271°18'20" 88°41'54" +1 1
3 89°44'27" 270°16'00" 89°44'13" -2 4
4 91°06'47" 268°53'40" 91°06'33" 0 0
1 87°14'01" 272°46'34" 87°13'43" +3 9
2 88°42'09" 271°18'20" 88°41'54" +1 1
3 89°44'23" 270°16'04" 89°44'09" +2 4
4 91°06'49" 268°53'42" 91°06'33" 0 0
V= -2
34
Σ 34"
mR= = = ±2"
N*s-1 4*3-1
mR 2"
mM = = = ±1"
s
3
Σ
Σ v² =