Vyrovnn mstn geodetick st        verze: 1.7.09-svd / win32-msvc
********************************
http://www.gnu.org/software/gama/


Piblin souadnice
********************

souadnice           xyz        xy         z

dan        :         23         0         0
vypoten   :          0         0         0
---------------------------------------------
celkem      :         23         0         0

men      :         48

Zkladn parametry vyrovnn
****************************

Souadnice         xyz     xy       z

Vyrovnan   :      23       0       0
Oprn  *   :      16       0       0
Pevn       :       0       0       0
--------------------------------------
Celkem      :      23       0       0

Poet smr                :    16            Poet osnov       :     4
Poet dlek                :    16
Zenitov hly              :    16
Celkem pozorovn          :    48

Poet rovnic oprav         :    48            Poet neznmch   :    46
Poet nadbyt. pozorovn   :     7            Defekt st       :     5

m0  apriorn    :     1.00
m0' aposteriorn:     1.88         [pvv] : 2.47216e+001

Pi statistick analze se pracuje

- s aposteriorn jednotkovou stedn chybou 1.88
- s konfidenn pravdpodobnost 95 %

Pomr m0' aposteriorn / m0 apriorn: 1.879
95 % interval (0.491, 1.512) neobsahuje hodnotu m0'/m0
m0'/m0 (dlky): 2.012   m0'/m0 (smry): 1.662

Maximln pokles m0''/m0 pi vylouen jednoho pozorovn: 1.317

Maximln studentizovan oprava 2.01 pesahuje kritickou hodnotu 1.87
na hladin vznamnosti 5 % pro pozorovn #39
<distance from="9033" to="9018" val="81.839" stdev="5.2" />


Vyrovnan souadnice
********************

  i          bod     priblin    korekce    vyrovnan   st.ch. konf.i.
===================== hodnota ===== [m] ===== hodnota ========= [mm] ===

            9016
  2            x   1038728.46800   0.00622 1038728.47422     4.5    10.7
  3            y    718392.74600   0.00310  718392.74910     3.9     9.2
  6            z       192.95900   0.00196     192.96096     0.6     1.3

            9017
  4            X * 1038711.28100   0.01578 1038711.29678     4.1     9.8
  5            Y *  718463.58000   0.00987  718463.58987     5.6    13.3
  7            Z *     191.88200   0.00284     191.88484     0.9     2.1

            9018
  8            X * 1038759.09000  -0.00346 1038759.08654     5.4    12.9
  9            Y *  718392.33400  -0.03834  718392.29566     5.0    11.9
 10            Z *     191.54700  -0.01167     191.53533     0.6     1.4

            9019
 11            X * 1038716.87300   0.01761 1038716.89061     5.3    12.4
 12            Y *  718367.93600   0.02144  718367.95744     5.0    11.9
 13            Z *     191.64000   0.00611     191.64611     0.7     1.6

            9020
 14            X * 1038693.94400  -0.01520 1038693.92880     7.9    18.8
 15            Y *  718345.34000   0.03725  718345.37725     8.0    18.9
 16            Z *     191.78200   0.00274     191.78474     1.1     2.6

            9021
 17            X * 1038690.51800  -0.00532 1038690.51268     8.2    19.4
 18            Y *  718351.69200   0.00337  718351.69537     7.5    17.9
 19            Z *     191.52200   0.01535     191.53735     1.1     2.5

            9022
 21            x   1038789.50900   0.00083 1038789.50983     7.6    18.1
 22            y    718401.88000  -0.02758  718401.85242     3.8     9.1
 25            z       193.13900  -0.00217     193.13683     0.8     1.8

            9023
 23            X * 1038896.35400   0.01634 1038896.37034     9.6    22.8
 24            Y *  718468.90400   0.00943  718468.91343     7.1    16.7
 26            Z *     191.89900   0.00833     191.90733     2.1     5.1

            9024
 27            X * 1038869.94700   0.00740 1038869.95440     9.9    23.5
 28            Y *  718450.54300   0.00881  718450.55181     6.8    16.1
 29            Z *     191.68800   0.00600     191.69400     1.7     4.0

            9025
 30            X * 1038854.25800   0.00574 1038854.26374    10.0    23.7
 31            Y *  718439.76200  -0.00333  718439.75867     6.3    15.0
 32            Z *     191.59700   0.00435     191.60135     1.4     3.4

            9026
 34            x   1038688.50700  -0.00266 1038688.50434     4.2     9.9
 35            y    718451.47800  -0.02195  718451.45605     7.1    16.8
 36            z       191.31400  -0.01454     191.29946     1.0     2.3

            9028
 37            X * 1038711.82400  -0.00894 1038711.81506     6.2    14.7
 38            Y *  718478.00100  -0.01115  718477.98985     8.8    20.9
 39            Z *     189.94300  -0.00311     189.93989     1.2     2.8

            9029
 40            X * 1038707.51600  -0.02995 1038707.48605     3.8     8.9
 41            Y *  718473.80700  -0.03735  718473.76965     6.3    15.0
 42            Z *     189.94500  -0.03093     189.91407     1.0     2.4

            9033
 44            x   1038702.45500   0.01968 1038702.47468     3.2     7.6
 45            y    718451.41600  -0.00145  718451.41455     5.3    12.4
 46            z       193.21200   0.00185     193.21385     0.8     1.9


Vyrovnan orientan posuny
***************************

  i   stanovisko     priblizna    korekce   vyrovnana  st.ch. konf.i.
==================== hodn. [g] ==== [g] === hodn. [g] ======= [cc] ===

  1         9016    102.844039  -0.009860  102.834179     42.8   101.2
 20         9022    213.642343   0.016796  213.659139     34.3    81.0
 33         9026    311.286266   0.023666  311.309932     53.9   127.4
 43         9033    267.450874   0.021953  267.472827     43.6   103.0


Test chyby z linearizace
************************

Diference vpotu vyrovnanch men z oprav a z vyrovnanch souadnic
**********************************************************************

   i   stanovisko          cl             merena      v         diference
========================================= hodnota = [mm|cc] == [cc] == [mm] =

   1         9016         9017 smr     12.311300   -10.440   -0.006  -0.001
   3                      9017 dlka     72.90000    -6.382           -0.001
   4                      9018 smr    296.222400     5.425    0.257   0.012
   6                      9018 dlka     30.62700   -11.353           -0.028
   7                      9019 smr    169.338900     5.015   -0.047  -0.002
  10                      9020 smr    157.053600     0.000    0.104   0.010
  12                      9020 dlka     58.63000     0.000           -0.012
  13                      9021 smr    149.655900    -0.000   -0.013  -0.001
  15                      9021 dlka     55.91500     0.000           -0.001
  16         9022         9023 smr    222.019300    -0.000    0.030   0.006
  18                      9023 dlka    126.16000     0.000           -0.002
  19                      9024 smr    220.996200     0.000    0.049   0.007
  21                      9024 dlka     94.03700     0.000           -0.004
  22                      9025 smr    220.056700     0.000    0.034   0.004
  24                      9025 dlka     75.03300    -0.000           -0.002
  25                      9018 smr      5.717400     0.000    0.041   0.002
  27                      9018 dlka     31.88900     0.000           -0.001
  28         9026         9019 smr      9.552100     2.147   -0.094  -0.013
  30                      9019 dlka     88.19600    -4.177           -0.006
  31                      9028 smr    142.800900     0.000    0.024   0.001
  33                      9028 dlka     35.31900    -0.000           -0.002
  34                      9029 smr    143.815700    -2.147   -0.235  -0.011
  36                      9029 dlka     29.29700    -1.919           -0.002
  37         9033         9018 smr     81.147400     8.995   -0.043  -0.005
  39                      9018 dlka     81.83900    14.185           -0.011
  40                      9019 smr     43.417600   -12.529   -0.004  -0.001
  43                      9017 smr    192.608400     2.814    0.190   0.004
  45                      9017 dlka     15.03000     5.547           -0.003
  46                      9029 smr    218.487800     0.720   -2.252  -0.081
  48                      9029 dlka     22.90900     0.878           -0.036



         ******  2. opakovan vyrovnn  ******

Piblin souadnice urovanch bod nahrazeny vyrovnanmi
**********************************************************


Vylouen body a suadnice
**************************

        9027   chyb souadnice xy
        9027   chyb souadnice z
        9032   chyb souadnice xy
        9032   chyb souadnice z
        9034   chyb souadnice xy
        9034   chyb souadnice z
        9042   chyb souadnice xy
        9042   chyb souadnice z


Zkladn parametry vyrovnn
****************************

Souadnice         xyz     xy       z

Vyrovnan   :      23       0       0
Oprn  *   :      16       0       0
Pevn       :       0       0       0
--------------------------------------
Celkem      :      23       0       0

Poet smr                :    16            Poet osnov       :     4
Poet dlek                :    16
Zenitov hly              :    16
Celkem pozorovn          :    48

Poet rovnic oprav         :    48            Poet neznmch   :    46
Poet nadbyt. pozorovn   :     7            Defekt st       :     5

m0  apriorn    :     1.00
m0' aposteriorn:     1.88         [pvv] : 2.46441e+001

Pi statistick analze se pracuje

- s aposteriorn jednotkovou stedn chybou 1.88
- s konfidenn pravdpodobnost 95 %

Pomr m0' aposteriorn / m0 apriorn: 1.876
95 % interval (0.491, 1.512) neobsahuje hodnotu m0'/m0
m0'/m0 (dlky): 2.010   m0'/m0 (smry): 1.662

Maximln pokles m0''/m0 pi vylouen jednoho pozorovn: 1.313

Maximln studentizovan oprava 2.02 pesahuje kritickou hodnotu 1.87
na hladin vznamnosti 5 % pro pozorovn #39
<distance from="9033" to="9018" val="81.839" stdev="5.2" />


Vyrovnan souadnice
********************

  i          bod     priblin    korekce    vyrovnan   st.ch. konf.i.
===================== hodnota ===== [m] ===== hodnota ========= [mm] ===

            9016
  2            x   1038728.46800   0.00621 1038728.47421     4.5    10.7
  3            y    718392.74600   0.00309  718392.74909     3.9     9.2
  6            z       192.95900   0.00195     192.96095     0.6     1.3

            9017
  4            X * 1038711.28100   0.01574 1038711.29674     4.1     9.7
  5            Y *  718463.58000   0.00986  718463.58986     5.6    13.3
  7            Z *     191.88200   0.00283     191.88483     0.9     2.1

            9018
  8            X * 1038759.09000  -0.00347 1038759.08653     5.4    12.8
  9            Y *  718392.33400  -0.03833  718392.29567     5.0    11.8
 10            Z *     191.54700  -0.01167     191.53533     0.6     1.4

            9019
 11            X * 1038716.87300   0.01762 1038716.89062     5.2    12.4
 12            Y *  718367.93600   0.02144  718367.95744     5.0    11.8
 13            Z *     191.64000   0.00611     191.64611     0.7     1.6

            9020
 14            X * 1038693.94400  -0.01520 1038693.92880     7.9    18.7
 15            Y *  718345.34000   0.03723  718345.37723     8.0    18.9
 16            Z *     191.78200   0.00273     191.78473     1.1     2.6

            9021
 17            X * 1038690.51800  -0.00532 1038690.51268     8.2    19.3
 18            Y *  718351.69200   0.00335  718351.69535     7.5    17.8
 19            Z *     191.52200   0.01534     191.53734     1.1     2.5

            9022
 21            x   1038789.50900   0.00084 1038789.50984     7.6    18.0
 22            y    718401.88000  -0.02758  718401.85242     3.8     9.0
 25            z       193.13900  -0.00217     193.13683     0.8     1.8

            9023
 23            X * 1038896.35400   0.01635 1038896.37035     9.6    22.8
 24            Y *  718468.90400   0.00943  718468.91343     7.1    16.7
 26            Z *     191.89900   0.00833     191.90733     2.1     5.1

            9024
 27            X * 1038869.94700   0.00740 1038869.95440     9.9    23.4
 28            Y *  718450.54300   0.00882  718450.55182     6.8    16.0
 29            Z *     191.68800   0.00600     191.69400     1.7     4.0

            9025
 30            X * 1038854.25800   0.00574 1038854.26374    10.0    23.7
 31            Y *  718439.76200  -0.00333  718439.75867     6.3    15.0
 32            Z *     191.59700   0.00435     191.60135     1.4     3.4

            9026
 34            x   1038688.50700  -0.00264 1038688.50436     4.2     9.8
 35            y    718451.47800  -0.02191  718451.45609     7.1    16.8
 36            z       191.31400  -0.01452     191.29948     1.0     2.3

            9028
 37            X * 1038711.82400  -0.00891 1038711.81509     6.2    14.7
 38            Y *  718478.00100  -0.01112  718477.98988     8.8    20.9
 39            Z *     189.94300  -0.00309     189.93991     1.2     2.8

            9029
 40            X * 1038707.51600  -0.02993 1038707.48607     3.8     8.9
 41            Y *  718473.80700  -0.03734  718473.76966     6.3    15.0
 42            Z *     189.94500  -0.03093     189.91407     1.0     2.4

            9033
 44            x   1038702.45500   0.01966 1038702.47466     3.2     7.6
 45            y    718451.41600  -0.00147  718451.41453     5.2    12.4
 46            z       193.21200   0.00184     193.21384     0.8     1.9


Vyrovnan orientan posuny
***************************

  i   stanovisko     priblizna    korekce   vyrovnana  st.ch. konf.i.
==================== hodn. [g] ==== [g] === hodn. [g] ======= [cc] ===

  1         9016    102.834179   0.000018  102.834197     42.7   101.0
 20         9022    213.659139   0.000001  213.659139     34.2    80.9
 33         9026    311.309932  -0.000012  311.309920     53.8   127.2
 43         9033    267.472827   0.000019  267.472846     43.5   102.8


Test chyby z linearizace
************************

Diference vpotu vyrovnanch men z oprav a z vyrovnanch souadnic
**********************************************************************

   i   stanovisko          cl             merena      v         diference
========================================= hodnota = [mm|cc] == [cc] == [mm] =

   1         9016         9017 smr     12.311300   -10.435   -0.012  -0.001
   3                      9017 dlka     72.90000    -6.383           -0.002
   4                      9018 smr    296.222400     5.421    0.076   0.004
   6                      9018 dlka     30.62700   -11.344           -0.024
   7                      9019 smr    169.338900     5.015   -0.157  -0.007
   9                      9019 dlka     27.36200     2.307           -0.001
  10                      9020 smr    157.053600    -0.000    0.134   0.012
  12                      9020 dlka     58.63000    -0.000           -0.010
  25         9022         9018 smr      5.717400    -0.000    0.329   0.016
  27                      9018 dlka     31.88900     0.000           -0.020
  28         9026         9019 smr      9.552100     2.134   -0.028  -0.004
  30                      9019 dlka     88.19600    -4.150           -0.003
  34                      9029 smr    143.815700    -2.134    0.050   0.002
  37         9033         9018 smr     81.147400     8.998   -0.070  -0.009
  39                      9018 dlka     81.83900    14.177           -0.005
  40                      9019 smr     43.417600   -12.524   -0.034  -0.005
  42                      9019 dlka     84.69400    -0.994           -0.003
  43                      9017 smr    192.608400     2.813   -0.339  -0.008
  45                      9017 dlka     15.03000     5.547           -0.002
  46                      9029 smr    218.487800     0.714   -1.092  -0.039
  48                      9029 dlka     22.90900     0.941           -0.010



         ******  3. opakovan vyrovnn  ******

Piblin souadnice urovanch bod nahrazeny vyrovnanmi
**********************************************************


Vylouen body a suadnice
**************************

        9027   chyb souadnice xy
        9027   chyb souadnice z
        9032   chyb souadnice xy
        9032   chyb souadnice z
        9034   chyb souadnice xy
        9034   chyb souadnice z
        9042   chyb souadnice xy
        9042   chyb souadnice z


Zkladn parametry vyrovnn
****************************

Souadnice         xyz     xy       z

Vyrovnan   :      23       0       0
Oprn  *   :      16       0       0
Pevn       :       0       0       0
--------------------------------------
Celkem      :      23       0       0

Poet smr                :    16            Poet osnov       :     4
Poet dlek                :    16
Zenitov hly              :    16
Celkem pozorovn          :    48

Poet rovnic oprav         :    48            Poet neznmch   :    46
Poet nadbyt. pozorovn   :     7            Defekt st       :     5

m0  apriorn    :     1.00
m0' aposteriorn:     1.88         [pvv] : 2.46444e+001

Pi statistick analze se pracuje

- s aposteriorn jednotkovou stedn chybou 1.88
- s konfidenn pravdpodobnost 95 %

Pomr m0' aposteriorn / m0 apriorn: 1.876
95 % interval (0.491, 1.512) neobsahuje hodnotu m0'/m0
m0'/m0 (dlky): 2.010   m0'/m0 (smry): 1.662

Maximln pokles m0''/m0 pi vylouen jednoho pozorovn: 1.313

Maximln studentizovan oprava 2.02 pesahuje kritickou hodnotu 1.87
na hladin vznamnosti 5 % pro pozorovn #39
<distance from="9033" to="9018" val="81.839" stdev="5.2" />


Vyrovnan souadnice
********************

  i          bod     priblin    korekce    vyrovnan   st.ch. konf.i.
===================== hodnota ===== [m] ===== hodnota ========= [mm] ===

            9016
  2            x   1038728.46800   0.00621 1038728.47421     4.5    10.7
  3            y    718392.74600   0.00309  718392.74909     3.9     9.2
  6            z       192.95900   0.00195     192.96095     0.6     1.3

            9017
  4            X * 1038711.28100   0.01574 1038711.29674     4.1     9.7
  5            Y *  718463.58000   0.00986  718463.58986     5.6    13.3
  7            Z *     191.88200   0.00283     191.88483     0.9     2.1

            9018
  8            X * 1038759.09000  -0.00347 1038759.08653     5.4    12.8
  9            Y *  718392.33400  -0.03833  718392.29567     5.0    11.8
 10            Z *     191.54700  -0.01167     191.53533     0.6     1.4

            9019
 11            X * 1038716.87300   0.01762 1038716.89062     5.2    12.4
 12            Y *  718367.93600   0.02144  718367.95744     5.0    11.8
 13            Z *     191.64000   0.00611     191.64611     0.7     1.6

            9020
 14            X * 1038693.94400  -0.01520 1038693.92880     7.9    18.7
 15            Y *  718345.34000   0.03723  718345.37723     8.0    18.9
 16            Z *     191.78200   0.00273     191.78473     1.1     2.6

            9021
 17            X * 1038690.51800  -0.00532 1038690.51268     8.2    19.3
 18            Y *  718351.69200   0.00335  718351.69535     7.5    17.8
 19            Z *     191.52200   0.01534     191.53734     1.1     2.5

            9022
 21            x   1038789.50900   0.00084 1038789.50984     7.6    18.0
 22            y    718401.88000  -0.02758  718401.85242     3.8     9.0
 25            z       193.13900  -0.00217     193.13683     0.8     1.8

            9023
 23            X * 1038896.35400   0.01635 1038896.37035     9.6    22.8
 24            Y *  718468.90400   0.00943  718468.91343     7.1    16.7
 26            Z *     191.89900   0.00833     191.90733     2.1     5.1

            9024
 27            X * 1038869.94700   0.00740 1038869.95440     9.9    23.4
 28            Y *  718450.54300   0.00882  718450.55182     6.8    16.1
 29            Z *     191.68800   0.00600     191.69400     1.7     4.0

            9025
 30            X * 1038854.25800   0.00574 1038854.26374    10.0    23.7
 31            Y *  718439.76200  -0.00333  718439.75867     6.3    15.0
 32            Z *     191.59700   0.00435     191.60135     1.4     3.4

            9026
 34            x   1038688.50700  -0.00264 1038688.50436     4.2     9.8
 35            y    718451.47800  -0.02191  718451.45609     7.1    16.8
 36            z       191.31400  -0.01452     191.29948     1.0     2.3

            9028
 37            X * 1038711.82400  -0.00892 1038711.81508     6.2    14.7
 38            Y *  718478.00100  -0.01112  718477.98988     8.8    20.9
 39            Z *     189.94300  -0.00309     189.93991     1.2     2.8

            9029
 40            X * 1038707.51600  -0.02993 1038707.48607     3.8     8.9
 41            Y *  718473.80700  -0.03734  718473.76966     6.3    15.0
 42            Z *     189.94500  -0.03093     189.91407     1.0     2.4

            9033
 44            x   1038702.45500   0.01966 1038702.47466     3.2     7.6
 45            y    718451.41600  -0.00147  718451.41453     5.2    12.4
 46            z       193.21200   0.00184     193.21384     0.8     1.9


Vyrovnan orientan posuny
***************************

  i   stanovisko     priblizna    korekce   vyrovnana  st.ch. konf.i.
==================== hodn. [g] ==== [g] === hodn. [g] ======= [cc] ===

  1         9016    102.834197  -0.000000  102.834197     42.7   101.0
 20         9022    213.659139  -0.000000  213.659139     34.2    80.9
 33         9026    311.309920   0.000000  311.309920     53.8   127.2
 43         9033    267.472846  -0.000000  267.472846     43.5   102.8


Test chyby z linearizace
************************

Diference vpotu vyrovnanch men z oprav a z vyrovnanch souadnic
**********************************************************************

   i   stanovisko          cl             merena      v         diference
========================================= hodnota = [mm|cc] == [cc] == [mm] =

   1         9016         9017 smr     12.311300   -10.435   -0.012  -0.001
   3                      9017 dlka     72.90000    -6.383           -0.002
   4                      9018 smr    296.222400     5.421    0.076   0.004
   6                      9018 dlka     30.62700   -11.344           -0.024
   7                      9019 smr    169.338900     5.015   -0.157  -0.007
   9                      9019 dlka     27.36200     2.307           -0.001
  10                      9020 smr    157.053600    -0.000    0.134   0.012
  12                      9020 dlka     58.63000     0.000           -0.010
  25         9022         9018 smr      5.717400    -0.000    0.329   0.016
  27                      9018 dlka     31.88900     0.000           -0.020
  28         9026         9019 smr      9.552100     2.134   -0.028  -0.004
  30                      9019 dlka     88.19600    -4.150           -0.003
  34                      9029 smr    143.815700    -2.134    0.049   0.002
  37         9033         9018 smr     81.147400     8.998   -0.070  -0.009
  39                      9018 dlka     81.83900    14.177           -0.005
  40                      9019 smr     43.417600   -12.524   -0.034  -0.004
  42                      9019 dlka     84.69400    -0.994           -0.003
  43                      9017 smr    192.608400     2.813   -0.338  -0.008
  45                      9017 dlka     15.03000     5.547           -0.002
  46                      9029 smr    218.487800     0.714   -1.093  -0.039
  48                      9029 dlka     22.90900     0.940           -0.010


Stedn chyby a parametry elips chyb
************************************

         bod     mp      mxy       stred. el. chyb     konfid. el. chyb   g
=============== [mm] == [mm] ==== a [mm] b   alfa[g] ==== a' [mm] b' ========

        9016     6.0     4.2     5.2     2.9    40.4    16.0     9.0     0.0
        9017     7.0     4.9     6.4     2.6    63.9    19.8     8.1     1.3
        9018     7.4     5.2     5.5     4.9   178.4    16.9    15.2     2.5
        9019     7.3     5.1     6.3     3.6    47.1    19.3    11.2     1.5
        9020    11.2     7.9     9.9     5.3    50.4    30.5    16.3     2.3
        9021    11.1     7.9     9.9     5.0    45.6    30.6    15.4     0.4
        9022     8.5     6.0     7.6     3.8     3.7    23.5    11.7     0.0
        9023    11.9     8.4    11.0     4.7    35.7    33.8    14.4     0.6
        9024    12.0     8.5    11.0     4.9    31.6    33.7    15.2     0.4
        9025    11.9     8.4    10.9     4.6    29.1    33.7    14.0     0.4
        9026     8.2     5.8     7.5     3.4    76.2    23.1    10.4     0.0
        9028    10.8     7.6    10.2     3.6    64.1    31.4    10.9     0.5
        9029     7.4     5.2     6.8     2.8    73.4    20.9     8.7     2.6
        9033     6.1     4.3     5.6     2.6    74.5    17.2     7.9     0.0

Maximln stedn polohov chyba je 12.0 mm na bod 9024
Prmrn polohov chyba je 9.1 mm


Vyrovnan pozorovn
********************

   i   stanovisko          cl             men    vyrovnan st.ch. konf.i.
========================================= hodnota ==== [m|g] ====== [mm|cc] ==

   1         9016         9017 smr     12.311300    12.310256    37.1    87.8
   2                      9017 zenit   100.941000   100.939770     7.8    18.6
   3                      9017 dlka     72.90000     72.89362     6.2    14.6
   4                      9018 smr    296.222400   296.222942    37.1    87.8
   5                      9018 zenit   102.962000   102.962301    10.8    25.4
   6                      9018 dlka     30.62700     30.61566     6.5    15.4
   7                      9019 smr    169.338900   169.339401    37.3    88.2
   8                      9019 zenit   103.056400   103.056594    10.8    25.6
   9                      9019 dlka     27.36200     27.36431     6.3    14.8
  10                      9020 smr    157.053600   157.053600    37.5    88.7
  11                      9020 zenit   101.277000   101.277000    11.3    26.6
  12                      9020 dlka     58.63000     58.63000     9.6    22.7
  13                      9021 smr    149.655900   149.655900    37.5    88.7
  14                      9021 zenit   101.620500   101.620500    11.3    26.6
  15                      9021 dlka     55.91500     55.91500     9.6    22.7
  16         9022         9023 smr    222.019300   222.019300    37.5    88.7
  17                      9023 zenit   100.620400   100.620400    11.3    26.6
  18                      9023 dlka    126.16000    126.16000     9.9    23.3
  19                      9024 smr    220.996200   220.996200    37.5    88.7
  20                      9024 zenit   100.976700   100.976700    11.3    26.6
  21                      9024 dlka     94.03700     94.03700     9.7    23.0
  22                      9025 smr    220.056700   220.056700    37.5    88.7
  23                      9025 zenit   101.302600   101.302600    11.3    26.6
  24                      9025 dlka     75.03300     75.03300     9.7    22.8
  25                      9018 smr      5.717400     5.717400    37.5    88.7
  26                      9018 zenit   103.194500   103.194500    11.3    26.6
  27                      9018 dlka     31.88900     31.88900     9.5    22.5
  28         9026         9019 smr      9.552100     9.552313    37.4    88.5
  29                      9019 zenit    99.750200    99.749788     8.1    19.2
  30                      9019 dlka     88.19600     88.19185     7.7    18.3
  31                      9028 smr    142.800900   142.800900    37.5    88.7
  32                      9028 zenit   102.449400   102.449400    11.3    26.6
  33                      9028 dlka     35.31900     35.31900     9.5    22.5
  34                      9029 smr    143.815700   143.815487    37.4    88.5
  35                      9029 zenit   103.008200   103.008337    11.0    25.9
  36                      9029 dlka     29.29700     29.29506     8.7    20.5
  37         9033         9018 smr     81.147400    81.148300    34.3    81.1
  38                      9018 zenit   101.306100   101.305298     7.0    16.5
  39                      9018 dlka     81.83900     81.85318     6.7    15.7
  40                      9019 smr     43.417600    43.416348    34.7    82.2
  41                      9019 zenit   101.178500   101.178297     6.5    15.5
  42                      9019 dlka     84.69400     84.69301     6.5    15.5
  43                      9017 smr    192.608400   192.608681    37.5    88.6
  44                      9017 zenit   105.612300   105.612555    11.1    26.3
  45                      9017 dlka     15.03000     15.03555     7.6    18.1
  46                      9029 smr    218.487800   218.487871    37.5    88.7
  47                      9029 zenit   109.106700   109.106591    11.1    26.2
  48                      9029 dlka     22.90900     22.90994     7.0    16.7


Opravy a analza pozorovn
***************************

   i   stanovisko          cl        f[%]        v    |v'|     e-mer.  e-vyr.
============================================== [mm|cc] =========== [mm|cc] ===

   1         9016         9017 smr    1.1 s   -10.435  1.9   
   2                      9017 zenit  30.3     -12.296  1.5     -23.9  -11.6
   3                      9017 dlka  36.2      -6.383  0.9     -10.8   -4.4
   4                      9018 smr    1.1 s     5.421  1.0   
   5                      9018 zenit   4.4 s     3.005  0.9   
   6                      9018 dlka  31.6     -11.344  1.6     -21.3  -10.0
   7                      9019 smr    0.6 s     5.015  1.2   
   8                      9019 zenit   4.0 s     1.942  0.6   
   9                      9019 dlka  33.8       2.307  0.3       4.1    1.8
  10                      9020 smr    0.0 n    -0.000    
  11                      9020 zenit   0.0 n    -0.000    
  12                      9020 dlka   0.0 n     0.000    
  13                      9021 smr    0.0 n    -0.000    
  14                      9021 zenit   0.0 n    -0.000    
  15                      9021 dlka   0.0 n    -0.000    
  16         9022         9023 smr    0.0 n     0.000    
  17                      9023 zenit   0.0 n    -0.000    
  18                      9023 dlka   0.0 n     0.000    
  19                      9024 smr    0.0 n     0.000    
  20                      9024 zenit   0.0 n     0.000    
  21                      9024 dlka   0.0 n     0.000    
  22                      9025 smr    0.0 n     0.000    
  23                      9025 zenit   0.0 n     0.000    
  24                      9025 dlka   0.0 n     0.000    
  25                      9018 smr    0.0 n    -0.000    
  26                      9018 zenit   0.0 n     0.000    
  27                      9018 dlka   0.0 n     0.000    
  28         9026         9019 smr    0.3 s     2.134  0.7   
  29                      9019 zenit  27.9      -4.123  0.5      -8.6   -4.5
  30                      9019 dlka  20.3      -4.150  0.7     -11.4   -7.2
  31                      9028 smr    0.0 n    -0.000    
  32                      9028 zenit   0.0 n    -0.000    
  33                      9028 dlka   0.0 n    -0.000    
  34                      9029 smr    0.3 s    -2.134  0.7   
  35                      9029 zenit   2.7 s     1.375  0.5   
  36                      9029 dlka   8.5      -1.942  0.5     -11.9  -10.0
  37         9033         9018 smr    8.6       8.998  0.6      55.0   46.0
  38                      9018 zenit  37.8      -8.018  0.9     -13.1   -5.0
  39                      9018 dlka  31.3      14.177  2.0 m    26.9   12.7
  40                      9019 smr    7.4     -12.524  0.9     -87.8  -75.3
  41                      9019 zenit  41.8      -2.031  0.2      -3.1   -1.0
  42                      9019 dlka  32.6      -0.994  0.1      -1.8   -0.8
  43                      9017 smr    0.2 s     2.813  1.2   
  44                      9017 zenit   1.1 s     2.553  1.5   
  45                      9017 dlka  19.0       5.547  1.0      16.1   10.6
  46                      9029 smr    0.0 n     0.714    
  47                      9029 zenit   1.7 s    -1.095  0.5   
  48                      9029 dlka  25.5       0.940  0.1       2.1    1.2


Oveen normlnho rozdlen homogenizovanch oprav
===================================================

Test Kolmogorov-Smirnov : 0.1 %

slo podmnnosti      : 2.8e+002


