AGA
,-i
m-
np
WS\
f
s
s
1 1
S
1 0
l> 1
*19
y>7-9-
M
1 1
US
j.yj...
£4>S
1 1
J
..Sf.S..
$s&
oaS
/.I.
72 So
7//t>
/3oS
/°77
L/4
\s\
.737.7..
^[yyy.f..
W
1*1
V<U3>
'S
(Ln> /OaS
V H.ioS
S 4 770
<2o
d' e f 740
/q z, /Jq
299
DISTANCE MEASURING
Geodimeter Model 6 serial No.é.é.S.0.Time...//..Date.
Corrections
Geod. eccentrjn
Reflector eccentrm
Geod. constantm
Reflector constant.".P.-03Q.m
Atm. corrP.O.m
m
m
Sum of corr
Temperature ...30^.?c
Bar. press.... jnm Hg
Atm. corr
-6
.10 D
Height VA?#..
G
Ecc. corr.
HeightR_.J^?52?m
Geodimeter station0/0...
Reflector station
Observer
Recorder
Cal. table date
Approx. dist£.00.
Area
Type of refl. prisms
Visibility: Fair £cor
Phase
u,
U2
U3
s/o
s/o
R
1
s/o
s/o
R2
s/o
s/o
R3
1
3ZZ
.£.7.5.
330
J>A3....
1/3
2
..3. £.3..
.JJ.3.
3 Z Z
.lyt..
17/
33/
if
3
...3 £A.
3zy
£7o
4
Sum of phases 2 and 3
/yy
..yj7...
yÏL
7>SV
Sum of phases 1 and 4
Sum of phases 1,2,3,4
7<U)o
£730
Meters from table
(+up
(+2,500)
(+u2)
O I
0£._
K
CO
co
If C>R add U and change
"s" to "o" or "o" to "s"
(+2,494)
<+U3>
J
R,+(U1)
'/bog
R2 (L
2*
"C,
"C2
7 V70
/oor
Rrci(+Ui>
R2-C2(+U2»
0/7>Z
R3-C3(+U3>
If "so" or "os" add U
(+1^)
(+u2)
(+2,494)
(+U3J J^387)
(L) R-C (+U) (+U)
(L2'
If(La)< lv (l3)<l1
add. 2U2 resp. 2U3
(+2U2)
4*4t-9887*
(+2U3
(+4,762)
L26s/>
L, Lo. Lo,
1 2k 3k
L2k
L3k
A L2 L
"Li ££oS
"Li ZZoJ
L, ZZoS
L2= iiïi
L3 y7>Z
1 0<SYcf
b l3 - L
1 <72. 7 Z
L2k 27 Sz
"K2 0 7/y
"K3 73 Ji
400 A
77q,£
+20B J 627
L3k=
L2k= Si
L3k= l/7i
-F
<?o
(F) 21 B Sasoz
EL= é>3/i
£L 3 /Sq
(E) 400 A - F
F (nearest multiple of 5)
Formulas (see table)
E (nearest hundreds) /0Q
D' E F
K2 D' 0,002493766
K3 F 0,0476190
l2r l2 k2
3k 3 3
n x 2000
Remarks
Sum of corr. 0/5"$
L D' n 2000
corr. 4, 03O
Figuur 2. Rekenschema voor de normale afstandmeting.
