Kinnise teodoliitkäigu tabel (2)

PT
_________poolsed nurgad
Direktsiooni
nurgad
Tabelinurgad e. rumbid
Joone pikkused
Koordinaatide juurdekasvud
Koordinaadid
PT
mõõdetud
parandatud
arvutatud
parandatud
˚ ’ ’’
˚ ’ ’’
’ "
Veer
’
m
Δx
Δy
Δx
Δy
x
y
500,000
800,000
1
63
21,0
200,400
+0,001
89,887
-0,003
179,110
89,888
179,107
1
-24“
90,05,33
90,05,09
589,888
979,107
2
107
31,38
241,000
+0,002
72,578
-0,004
229,811
72,576
229,807
2
-24“
135,49,46
135,49,22
517,312
1208,914
3
203
21,11
263,400
+0,002
241,822
-0,004
104,410
241,820
104,414
3
-24“
84,10,51
84,10,27
275,492
1104,500
4
274
54,11
201,600
+0,001
17,231
-0,003
200,862
17,232
200,865
4
-24“
108,27,24
108,27,00
292,724
903,635
5
333
26,9
231,737
+0.002
207,274
-0,003
103,632
207,276
103,635
5
-24“
121,28,26
121,28,02
500,000
800,000
1
∑l=1138,137
∑ Δx= -0,008
∑ Δy=
+0,017
∑ Δx=0
∑ Δy=0
KINNISE KÄIGU 1-2-3-4-5-1 ARVUTUS
“ 30 ” detsember 2011. a Arvutas: Kristo Nõmm . Kontrollis :
Yb=113˚21̕00“ α1-2= αa-b±180˚+ Yb =63˚21’ fs/∑=√f∆x2+f∆y2/∑l=1/N=0,018788294/
∑βpr=β1+β2 +β3 +β4 +β5=540˚2̕00“ α2-3= α1-2±180˚ - β2=107˚31’38” /1138,137=1/60577≤1/2000
∑βteor =180˚(n-2)=180˚(5-2)=540˚0̕00“ α3-4= α2-3±180˚ - β3=203˚21’11”
fβ =∑βpr -∑βteor =+2̕ α4-5= α3-4±180˚ - β4=274˚54’11” px=-f∆xi∙li/∑l py=-f∆yi∙li/∑l
fβlub =±1̕√n=±2,2̕ α5-1= α4-5±180˚ - β5=333˚25’9” px1=+0,001 py1=-0,003
fβ ≤ fβlub =+2≤±2,2 Kontroll: px2=+0,002 py2=-0,004
Pβ =- fβ /n=-2/5=-0,4̕=-24” α1-2= α5-1±180˚ - β1=63˚21’ px3=+0,002 py3=-0,004
Px4=+0,001 py4=-0,003
XA=599,853 XB=500,000 ∆X1-2=cosα1-2∙l1-2=+89,887 px5=+0,002 py5=-0,003
YA=681,000 YB=800,000 ∆Y1-2=sinα1-2∙l1-2=+179,110 Kontroll:
∆X A-B=-99,853 ; ∆Y A-B=+119 ∆X2-3=cosα2-3∙l2-3=-72,578 ∑px=-f∆x=-0,008 ∑px=-f∆x=+0,017
RII=50˚00’ ∆Y2-3=sinα2-3∙l2-3=+229,811
αa-b=180˚- RII=180˚-50˚=130˚00’ ∆X3-4=cosα3-4∙l3-4=-241,822
la-b=√(∆X A-B)2+(∆Y A-B)2=155,343m ∆Y3-4=sinα3-4∙l3-4=-104,410
∆X4-5=cosα4-5∙l4-5=+17,231
∆Y4-5=sinα4-5∙l4-5=-200,862
∆X5-1=cosα5-1∙l5-1=+207,274
∆Y5-1=sinα5-1∙l5-1=-103,632