KOORDİNATLAR KÜMESİ
|
DENGELİ KOORDİNATLAR
|
|||||
NOKTA NO
|
X (m)
|
Y (m)
|
Z (m)
|
X (m)
|
Y (m)
|
Z (m)
|
53
|
4193476.37549
|
2420407.47124
|
4138054.71770
|
4193476.37737
|
2420407.47556
|
4138054.72071
|
54
|
4195985.04212
|
2421816.23713
|
4135525.42885
|
4195985.04568
|
2421816.23667
|
4135525.42961
|
55
|
4199083.68293
|
2423144.84800
|
4131626.95241
|
4199083.68253
|
2423144.84307
|
4131626.95093
|
66
|
4197743.85990
|
2417649.21358
|
4135859.14731
|
4197743.85207
|
2417649.21832
|
4135859.14853
|
83
|
4193409.18881
|
2425645.20708
|
4135650.35687
|
4193409.19160
|
2425645.20342
|
4135650.35336
|
DN
|
BN
|
Δx, Δy, Δz [m]
|
(-ℓ)cm
|
Kll
|
Qll
|
Pll=Qll-1=
Stokastik Model
|
V [cm]
|
||||||
4267.4762
|
-0.821
|
0.1296
|
0.0703
|
0.0840
|
0.1296
|
0.0703
|
0.0840
|
14.7257
|
-7.9113
|
-4.1992
|
-0.1505
|
||
53
|
66
|
-2758.2544
|
0.326
|
0.0703
|
0.1024
|
0.0535
|
0.0703
|
0.1024
|
0.0535
|
-7.9113
|
15.6638
|
-0.8980
|
-0.2837
|
-2195.5787
|
-0.831
|
0.0840
|
0.0535
|
0.1936
|
0.0840
|
0.0535
|
0.1936
|
-4.1992
|
-0.8980
|
7.2343
|
0.6521
|
||
-67.1866
|
0.008
|
0.0961
|
0.0321
|
0.0632
|
0.0961
|
0.0321
|
0.0632
|
20.3705
|
-5.3537
|
-12.4292
|
0.0827
|
||
53
|
83
|
5237.7261
|
-0.974
|
0.0321
|
0.0484
|
0.0317
|
0.0321
|
0.0484
|
0.0317
|
-5.3537
|
28.2537
|
-6.1834
|
0.1759
|
-2404.3661
|
-0.527
|
0.0632
|
0.0317
|
0.0900
|
0.0632
|
0.0317
|
0.0900
|
-12.4292
|
-6.1834
|
22.0213
|
-0.1256
|
||
-2508.6711
|
-0.447
|
0.4096
|
0.1313
|
0.3504
|
0.4096
|
0.1313
|
0.3504
|
6.3768
|
-3.6257
|
-3.2414
|
0.2793
|
||
54
|
53
|
-1408.7633
|
0.259
|
0.1313
|
0.1296
|
0.1134
|
0.1313
|
0.1296
|
0.1134
|
-3.6257
|
11.4302
|
-0.0457
|
0.2185
|
2529.2868
|
-0.205
|
0.3504
|
0.1134
|
0.5625
|
0.3504
|
0.1134
|
0.5625
|
-3.2414
|
-0.0457
|
3.8062
|
0.4301
|
||
1758.7913
|
-2.648
|
3.9204
|
1.8248
|
1.7794
|
3.9204
|
1.8248
|
1.7794
|
0.4351
|
-0.3546
|
-0.0331
|
1.5088
|
||
54
|
66
|
-4167.0346
|
-1.105
|
1.8248
|
2.0736
|
1.7757
|
1.8248
|
2.0736
|
1.7757
|
-0.3546
|
1.0286
|
-0.2737
|
1.6248
|
333.6854
|
-3.306
|
1.7794
|
1.7757
|
4.3681
|
1.7794
|
1.7757
|
4.3681
|
-0.0331
|
-0.2737
|
0.3537
|
3.3521
|
||
-2575.8594
|
-0.609
|
0.3481
|
0.2064
|
0.1619
|
0.3481
|
0.2064
|
0.1619
|
8.1499
|
-5.3109
|
-4.5764
|
0.5320
|
||
54
|
83
|
3828.9684
|
-0.155
|
0.2064
|
0.2809
|
0.0416
|
0.2064
|
0.2809
|
0.0416
|
-5.3109
|
7.1143
|
2.3500
|
-0.1655
|
124.9153
|
-1.272
|
0.1619
|
0.0416
|
0.2401
|
0.1619
|
0.0416
|
0.2401
|
-4.5764
|
2.3500
|
6.8442
|
0.8444
|
||
-3098.6551
|
-1.429
|
0.6084
|
0.3136
|
0.3143
|
0.6084
|
0.3136
|
0.3143
|
4.9112
|
-3.3092
|
-3.0234
|
1.8247
|
||
55
|
54
|
-1328.6131
|
-0.223
|
0.3136
|
0.3600
|
0.1153
|
0.3136
|
0.3600
|
0.1153
|
-3.3092
|
5.3029
|
1.1152
|
0.6702
|
3898.4594
|
-1.704
|
0.3143
|
0.1153
|
0.3844
|
0.3143
|
0.1153
|
0.3844
|
-3.0234
|
1.1152
|
4.7392
|
1.9281
|
||
-1339.8532
|
-3.017
|
0.9801
|
0.3192
|
0.2491
|
0.9801
|
0.3192
|
0.2491
|
1.6656
|
-1.8732
|
-0.1390
|
2.2735
|
||
55
|
66
|
-5495.6319
|
0.252
|
0.3192
|
0.2704
|
0.1809
|
0.3192
|
0.2704
|
0.1809
|
-1.8732
|
6.8534
|
-1.4115
|
0.7151
|
4232.2187
|
2.380
|
0.2491
|
0.1809
|
0.5476
|
0.2491
|
0.1809
|
0.5476
|
-0.1390
|
-1.4115
|
2.3555
|
-2.1098
|
||
-5674.4788
|
1.532
|
0.3025
|
0.1396
|
0.1822
|
0.3025
|
0.1396
|
0.1822
|
4.8288
|
-2.3442
|
-0.7327
|
-1.2133
|
||
55
|
83
|
2500.3686
|
0.952
|
0.1396
|
0.2209
|
0.2132
|
0.1396
|
0.2209
|
0.2132
|
-2.3442
|
8.6441
|
-2.7311
|
-0.8253
|
4023.4061
|
0.164
|
0.1822
|
0.2132
|
0.5184
|
0.1822
|
0.2132
|
0.5184
|
-0.7327
|
-2.7311
|
3.3096
|
-0.3675
|
0.1882
|
n=
|
24
|
||||
0.4316
|
u=
|
15
|
||||
0.3011
|
f=
|
12
|
||||
0.3559
|
VTPV=
|
51.985212
|
cm2
|
|||
-0.0459
|
VTPℓ=
|
-51.985212
|
cm2
|
|||
0.0761
|
ℓTPℓ-xTATPℓ=
|
51.985212
|
cm2
|
|||
-0.0398
|
m0=
|
2.08
|
cm
|
|||
x=
|
-0.4931
|
|||||
-0.1480
|
DENGELEME MODELİNİN UYGUNLUĞUNUN
İRDELENMESİ
|
|||||
-0.7833
|
H0
: E{s20}=E{m20}=σ20
|
|||||
0.4739
|
HS
: E{s20}≠E{m20}≠σ20
|
|||||
0.1222
|
T=
|
4.3321
|
Test Büyüklüğü
|
|||
0.2789
|
f=
|
2.6866
|
Sınır Değer
|
|||
-0.3665
|
||||||
-0.3515
|
HİPOTEZ TESTLERİ (Tau Dağılım, Pope
Testi)
|
||||||
ℓi
|
v
|
Ti
|
∆iTQ∆∆i-1∆i=A
|
Ti= A/(3*m02)
|
тf
|
Sonuç
|
1
|
-0.1505
|
1.08
|
||||
2
|
-0.2837
|
0.97
|
26.79
|
1.44
|
1.90
|
UYUŞUMLU
|
3
|
0.6521
|
2.25
|
||||
4
|
0.0827
|
0.56
|
||||
5
|
0.1759
|
1.06
|
13.36
|
1.01
|
1.90
|
UYUŞUMLU
|
6
|
-0.1256
|
1.35
|
||||
7
|
0.2793
|
0.10
|
||||
8
|
0.2185
|
0.32
|
0.97
|
0.27
|
1.90
|
UYUŞUMLU
|
9
|
0.4301
|
0.23
|
||||
10
|
1.5088
|
0.02
|
||||
11
|
1.6248
|
0.11
|
2.78
|
0.46
|
1.90
|
UYUŞUMLU
|
12
|
3.3521
|
0.58
|
||||
13
|
0.5320
|
0.33
|
||||
14
|
-0.1655
|
0.48
|
7.43
|
0.76
|
1.90
|
UYUŞUMLU
|
15
|
0.8444
|
0.84
|
||||
16
|
1.8247
|
0.30
|
||||
17
|
0.6702
|
0.09
|
20.05
|
1.24
|
1.90
|
UYUŞUMLU
|
18
|
1.9281
|
1.57
|
||||
19
|
2.2735
|
1.21
|
||||
20
|
0.7151
|
0.96
|
35.14
|
1.64
|
1.90
|
UYUŞUMLU
|
21
|
-2.1098
|
2.65
|
||||
22
|
-1.2133
|
1.19
|
||||
23
|
-0.8253
|
0.81
|
16.94
|
1.14
|
1.90
|
UYUŞUMLU
|
24
|
-0.3675
|
0.70
|
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