L I S R E S:

[Options]

This Command is used to optionally generate a list of adjusted station coordinates, nuisance parameter values, station confidence regions and/or observation residuals.

The user can choose to list the station coordinates, the auxiliary parameters, the station confidence regions and /or combinations of the observation residuals. For each type of observation the user may choose to list the residuals, the histogram and or the outliers. The user may select a different value for TAU and thus see outliers based on that value. There is only one pass of the observations for each run. The user should choose all the options before selecting the Compute rediduals.

It requires the ADJSUMY, STADATA and NUISPAR files for the coordinate and nuisance parameter listing and the EDITOBS file for the observation residuals. If the program is executed before the adjustment is performed, the residuals will be based on the input values. This is useful for data checking if a consistent set of coordinates are used.

Listing Options

• List Coordinates..............[C]
• List UTM shifts...............[U]
• List Auxiliary parameters.....[A]
• Write Mapinfo coordinate layer...[M]
• Change symbol/line (MapInfo).....[N]
• Save coordinates..............[S]
• Save weighted station.......[W]
• Confidence regions .........[L]

Residual listing

• Directions..........[1] on on on on
• Distances...........[2]
• Azimuths..........[3]
• Position equations... [P]
• Position difference equations.. [D]
• Partial reduced normals..... [R]
• Elevation differences ...... [E]
• Change test value [T] 3.72 [TAU ]
• Compute residuals [X]
• Exit from program [Q]

[Options]

Residual options

The following options are set to on if there are observations for that type and to off if no observations are detected. The user can reset the options while using the program.

[Options]

List coordinates

This option will list all the coordinates their input and adjusted values including station name latitude, longitude, Orthometric height, ellipsoid height, and deflection values. If there are astronomic values it will compute some deflection values based on the adjusted values and the astronomic values.

       ------------------------------   =========================
                                                 Input / ADJUSTED  Positions      Elevations       Deflection Components     Geoid
     Code Station ID              Network   Latitude         Longitude         Ortho Ht  Ellip Ht  Type       MC      PVC    Height
     ==============================================================================================================================
    1  6  23600   BEAZER           1   DOP  49  5 40.227270 113 27 52.692230W  1474.0500 1457.5800    263    7.924   -0.756  -16.47

    2  5  23541US HAVRE SB         1   264  48 46 24.166320 109 35 21.800470W   851.3400  834.1900 GEM10B    2.250    1.370  -17.15
                                            48 46 24.121767 109 35 21.850745W 
                                                                                                 
   12  4  25747   BEAVER           1   263  49  6 50.260210 117 25 16.372200W  1864.2000 1847.2200    258   -4.305   -4.803  -16.98
                                            49  6 50.237914 117 25 16.335159W                               -4.282   -4.827        

   13  4  25706   KELLY            1   263  49  8 21.669930 117 25 36.324090W  1936.6070 1919.6270    263    0.145   -2.649  -16.98
                                            49  8 21.647583 117 25 36.287645W                                0.167   -2.673        

   14  4  25748   LAKE             1   263  49  2 19.647890 117 44 47.327300W  1653.2050 1636.1050    263    0.512    2.936  -17.10
                                            49  2 19.622410 117 44 47.288390W                                0.537    2.910        
 

[Options]

• Code - Record identifier, also used in the Helmert block process as junction
  4 Non Junction
  5 Junction between 2 or more siblings
  6 Global junction

  [List]

• station ID
  Number - unique up to 9 character identifier
  Name - Additional 15 characters of identification

  [List]

• Network
  Order - used to classify stations
  Project - 7 character identifier

  [List]

• Latitude - Input / Adjusted
  North/ South identifier ( |N|S)
  degrees
  Minutes
  seconds

  [List]

• Longitude - Input / Adjusted
  West/ East identifier ( |N|S)
  degrees
  Minutes
  seconds

  [List]

• Elevation - Input / Adjusted
  Ortho Ht - Orthometric Height
  Ellip Ht - Ellipsoid Height

  [List]

• Deflection Components- Input / Computed (Astronomic coordinates)
  Type - Process identifier
  MC - Meridian component
  PVC - Prime Vertical Component
  Geoid Height - Vertical difference between Geoid and ellipsoid

[List|Options]

List UTM shifts

This option will list each station name UTM values and the coordinate shifts in terms of the UTM projection

               --------------------------------------------------------------------------------   =========================
                                                    Input / Adjusted  Positions [m]           Horizontal Shift Data
     Code Station ID                            Northing       Easting          Ortho Ht      Length [m]       Azimuth
     ==============================================================================================================================
    1  6  23600   BEAZER                      5440887.3773   320079.4177       1474.0500                                           

    2  5  23541US HAVRE SB                    5403223.6016   603641.5640        851.3400                                           
                                              5403222.2069   603640.5634                                                           
                                      Shift:       -1.3947       -1.0006                         1.7164       215-39-25

    3  4  23615US HILL                        5411312.2703   489644.0984       2108.6300                                           
                                              5411311.9633   489643.6220                                                           
                                      Shift:       -0.3070       -0.4764                         0.5667       237-12-08

    4  4  23616US WEST BUTTE                  5419981.4349   461008.4438       2126.4500                                           
                                              5419981.2056   461008.1618                                                           
                                      Shift:       -0.2293       -0.2820                         0.3634       230-52-27
  

[Options]

• Code - Record identifier, also used in the Helmert block process as junction
  4 Non Junction
  5 Junction between 2 or more siblings
  6 Global junction

  [List]

• station ID
  Number - unique up to 9 character identifier
  Name - Additional 15 characters of identification

  [List]

• Position Input /adjusted /shift
  Northing - Distance north of the equator
  Easting - distance west of a Central Meridian +500000 meters
  Ortho height - Vertical distance above the geoid
  Shift - difference between input and adjusted

  [List]

• Horizontal shift
  distance - in meters between input and adjusted UTM's
  Azimuth - of the vector difference

  [List]

List direction observations and residuals

Each observed direction is identified by station numbers. The observed value is compared against a computed value based on adjusted coordinates. A redunancy factor and Maximum Expected Error is computed using the Covariance matrix. Any outliers are indicated. A file of residual information is writtem to Mapinfo® table. The lines are color coded according to the size of it's standardized residual.

          --------------------------------------------------------------------------------   =========================
  Estimated Variance Factor    =      1.14                                               Tests
  Probability Density Function =   TAU                          [Residual/sqrt(Apriori_Var*vf - ACxAt)] >:   4.50    <:==
  Significance Level           =      0.01                             Maximum undetectable error (MUE) <:   0.0010  Weak check
  Non-centrality parameter     =      4.13                                              plus a residual <:   0.00010 Branch Line
 ===============================================================================================================================
 Occupied Station        Observed Station             Direction  St.Dev   Resid  ACxAt    Redun#  MUE   Orientation 
 ===================================================================================================================================
    Sigma Id [F16          USCGS      ]
  23621US DIVIDE          23600   BEAZER                  0.000   0.700   0.301   0.611   0.332   5.357     -0.30          
                          23622US CRACKER         263  4  3.040   0.701  -0.621   0.632   0.285   5.782                    
                          23623US CROSSLEY        300 40  7.250   0.700   0.320   0.579   0.399   4.888                    
 
  23600   BEAZER          23621US DIVIDE                  0.000   0.700  -0.636   0.613   0.326   5.409      0.63          
  23600   BEAZER          23623US CROSSLEY         57 28 39.500   0.700   0.920   0.597   0.362   5.131                    
  23600   BEAZER          24600   DUNGARVAN       113 35 40.970   0.700  -0.284   0.613   0.327   5.399                    

[Options]

• station IDs of the observed line
  Number - unique up to 9 character identifier
  Name - Additional 15 characters of identification

  [List]

• Direction
  Degrees
  Minutes
  seconds
  Apriori standard deviation
  Residual - difference between the observed and value computed from adjusted coordinates

  [List]

• Redundancy
  ACxAt where A is the observation equation Matrix and Cx is the covariance matrix
  Redun# is a measure of the network's ability to check itself
  MUE is the maximum expected error that can remain undetected
  Orientation is as solved in the adjustment process

  [List]

MapInfo® direction residual table (dirr.mid)

      STATION_org   char(9)  -- Unique identifier of origin station
      STATION_to    char(9)  -- Unique identifier of terminal station 
      DIRECTION     char(13) -- Observation of degrees minutes and seconds
      DIR_SD_DEF    char(10) -- Observation assigned standard deviation
      Residual      char(10) -- Observation minus computed direction difference in seconds
      Stand_vee     char(10) -- Residual standardized by Variance factor
      Redun#        char(8)  -- Computed redundancy number
      MUE           char(8)  -- Computed Maximum Unexpected Error
      Orientation   char(8)  -- Computed systematic direction set orientation
      AUXP_NUM      INTEGER  -- Identifier assigned by the program to make direction set unique
      SIGMA_ID      char(24) -- Set identification from code 51 record

MapInfo® Plotting information (dirr.mif) file

     
   Origin Longitude  -- Decimal degrees  (+ East)
   Origin Latitude   -- Decimal degrees  (+ North)
   Target Longitude  -- Decimal degrees  (+ East)
   Target Latitude   -- Decimal degrees  (+ North)
   Width      -- 1
   Colour     -- assigned
   Pattern    -- 2 

[Options]

Each line is assigned a color to represent the size of the standardized residual as follows.

1. Less than a percentage of tau Yellow
2. 0-16% (tau-percentage of tau) Grey
3. 17-33% Brown
4. 34-50% Cyan
5. 51-66% Green
6. 67-83% Blue
7. 84-100% Magenta
8. Greater than tau Red

[Options]

c       type      sym size   color  
c     1 position  42  3      255
c     2 astro     36  3 16711680
c     3 wsa       39    3     255
c     4 hb        33    3   65280
c
c       type      line width resid grey  brown   cyan  green blue magenta
c
c     5 direction  2    1     35 83557 16744192 65535 65280 255 16711935
c     6 distance   3    1     35 83557 16744192 65535 65280 255 16711935
c     7 azimuth   54    1     35 83557 16744192 65535 65280 255 16711935
c     8 elev diff  5    1     35 83557 16744192 65535 65280 255 16711935 
c     9 pos eqs   20    1     35 83557 16744192 65535 65280 255 16711935
c    10 gps       22    1     35 83557 16744192 65535 65280 255 16711935
c    11 iss       23    1     35 83557 16744192 65535 65280 255 16711935
c    12 dop       24    1     35 83557 16744192 65535 65280 255 16711935
c 

[List]

List distance observations and residuals

Each observed distance is identified by two station numbers. The observed value is compared against a computed value based on adjusted coordinates. A redunancy factor and Maximum Unexpected Error is computed using the Covariance matrix. Any outliers are indicated. A file of residual information is writtem to Mapinfo® table. The lines are color coded according to the size of it's standardized residual.

          --------------------------------------------------------------------------------   =========================
  Estimated Variance Factor    =      1.14                                               Tests
  Probability Density Function =   TAU                          [Residual/sqrt(Apriori_Var*vf - ACxAt)] >:   4.50    <:==
  Significance Level           =      0.01                             Maximum undetectable error (MUE) <:   0.0010  Weak check
  Non-centrality parameter     =      4.13                                              plus a residual <:   0.00010 Branch Line
 ===============================================================================================================================
 Occupied Station   Observed Station       Distance  St.Dev   Resid     ppm   ACxAt    Redun#  MUE   Auxiliary Parameter  
 ===================================================================================================================================
    Sigma Id [B14GYSLERK   GEOD       ]
  23600   BEAZER     23601   ROSS         41004.135   0.133   0.083   2.014   0.082    0.67   0.717                                 
    Sigma Id [B 6          USCGS      ]
  23602   BOUNDARY W 23603   BOUNDARY E   13768.662   0.020  -0.049   3.541   0.012    0.68   0.105                                 
    Sigma Id [BLW          USCGS      ]
  23602   BOUNDARY W 23603   BOUNDARY E   13768.590   0.014   0.023   1.688   0.012    0.35   0.103                                 
    Sigma Id [B86HUESTONGD GEOD       ]

[Options]

• station IDs of the observed line
  Number - unique up to 9 character identifier
  Name - Additional 15 characters of identification

  [List]

• Distance
  Meters
  Apriori standard deviation (cms)
  Residual - difference between the observed and value computed from adjusted coordinates
  ppm - residual as a proportion of the distance

  [List]

• Redundancy
  ACxAt where A is the observation equation Matrix and Cx is the covariance matrix
  Redun# is a measure of the network's ability to check itself
  MUE is the maximum expected error that can remain undetected
  Orientation is as solved in the adjustment process

  [List]

• Auxiliary parameter
  9 character identifier
  constant value in meters applied to all distances with this ID
  ppm -porportional value applied to the distance

  [List]

MapInfo® distance residual table (disr.mid)

      STATION_org   char(9)  -- Unique identifier of origin station
      STATION_to    char(9)  -- Unique identifier of terminal station 
      Distance      char(15) -- Observation of distance in meters
      DIS_SD_DEF    char(10) -- Observation assigned standard deviation in centimeters
      Residual      char(10) -- Observation minus computed distance difference in meters
      Stand_vee     char(10) -- Residual standardized by Variance factor
      Redun#        char(8)  -- Computed redundancy number
      MUE           char(8)  -- Computed Maximum Unexpected Error
      Constant      char(8)  -- Computed systematic constant correction in meters
      Scale_ppm     char(8)  -- Computed systematic proportional correction in parts per millon
      AUXP_NUM      char(10) -- Identifier assigned using the code52 record 
      SIGMA_ID      char(24) -- Set identification from code 52 record

MapInfo® Plotting information (disr.mif) file

     
   Origin Longitude  -- Decimal degrees  (+ East)
   Origin Latitude   -- Decimal degrees  (+ North)
   Target Longitude  -- Decimal degrees  (+ East)
   Target Latitude   -- Decimal degrees  (+ North)
   Width      -- 1
   Colour     -- assigned
   Pattern    -- 3 

[Options]

List azimuth observations and residuals

Each observed azimuth is identified by two station numbers. The observed value is compared against a computed value based on adjusted coordinates. A redunancy factor and Maximum Unexpected Error is computed using the Covariance matrix. Any outliers are indicated. A file of residual information is writtem to Mapinfo® table. The lines are color coded according to the size of it's standardized residual.

          --------------------------------------------------------------------------------   =========================
  Estimated Variance Factor    =      1.14                                               Tests
  Probability Density Function =   TAU                          [Residual/sqrt(Apriori_Var*vf - ACxAt)] >:   4.50    <:==
  Significance Level           =      0.01                             Maximum undetectable error (MUE) <:   0.0010  Weak check
  Non-centrality parameter     =      4.13                                              plus a residual <:   0.00010 Branch Line
 ===============================================================================================================================
 Occupied Station        Observed Station             Azimuth   St.Dev   Resid    ACxAt    Redun#  MUE   Orientation 
 ===================================================================================================================================
    Sigma Id [???          GEOD       ]
  23600   BEAZER          23601   ROSS             77 44 53.880   1.125   0.507   0.628   0.726   5.819                            
  23611   SAGE            23500   GOVANLOCK        95 19 57.890   1.125   0.019   0.816   0.538   6.763                            
  26610   BROOKS          26612   CENTRE          348 18 16.260   1.138   0.269   0.715   0.653   6.207                            
  656002  RAYMOND         646004  ELEVATOR        337 27 51.140   1.128  -1.160   0.720   0.642   6.204                            
  27612   SPY HILL        27611   COCHRANE        287 35 37.880   1.144   1.011   0.568   0.784   5.698                            
  27611   COCHRANE        27612   SPY HILL        107 25 54.460   1.145   0.554   0.568   0.784   5.701                            
  697004  YOHO            697001  VAUX            176 13 24.420   1.147  -0.706   0.653   0.715   5.979                            
  697001  VAUX            697004  YOHO            356 14 13.090   1.145   1.216   0.653   0.714   5.972                            
  687022  MACPHERSON      15761   MACKENZIE        77 37 46.860   1.142   0.368   0.787   0.583   6.595                            
  25747   BEAVER          677100  GLORY 2         276 32 26.120   1.125  -2.008   0.734   0.626   6.267                            

   10 Azimuths contribute    7.129479     to the total    996.1281     Sigma VtPV  or   0.716 %

[Options]

• station IDs of the observed line
  Number - unique up to 9 character identifier
  Name - Additional 15 characters of identification

  [List]

• Observed Azimuth from north
  Degrees
  Minutes
  seconds
  Apriori standard deviation
  Residual - difference between the observed and value computed from adjusted coordinates

  [List]

• Redundancy
  ACxAt where A is the observation equation Matrix and Cx is the covariance matrix
  Redun# is a measure of the network's ability to check itself
  MUE is the maximum expected error that can remain undetected
  Orientation is as solved in the adjustment process

  [List]

• Orientation
  Constant correction in seonds
  Auxiliary parameter identifier

  [List]

[Options]

MapInfo® azimuth residual table (azir.mid)

      STATION_org   char(9)  -- Unique identifier of origin station
      STATION_to    char(9)  -- Unique identifier of terminal station 
      Azimuth       char(15) -- Observation of azimuth in degrees minutes and seconds
      AZI_SD_DEF    char(10) -- Observation assigned standard deviation in seconds
      Residual      char(10) -- Observation minus computed azimuth difference in seconds
      Stand_vee     char(10) -- Residual standardized by Variance factor
      Redun#        char(8)  -- Computed redundancy number
      MUE           char(8)  -- Computed Maximum Unexpected Error
      Orientation   char(8)  -- Computed systematic azimuth orientation in seconds
      AUXP_NUM      char(10) -- Identifier assigned using the code52 record 
      SIGMA_ID      char(24) -- Set identification from code 52 record

MapInfo® Plotting information (azir.mif) file

     
   Origin Longitude  -- Decimal degrees  (+ East)
   Origin Latitude   -- Decimal degrees  (+ North)
   Target Longitude  -- Decimal degrees  (+ East)
   Target Latitude   -- Decimal degrees  (+ North)
   Width      -- 1
   Colour     -- assigned
   Pattern    -- 54 

[Options]

List coordinate difference observations and residuals

   
  Estimated Variance Factor    =    151.17                                               Tests
  Probability Density Function =   TAU                          [Residual/sqrt(Apriori_Var*vf - ACxAt)] >   4.33    <==
  Significance Level           =      0.01                             Maximum undetectable error (MUE) <   0.0010  Weak check
  Non-centrality parameter     =      4.51                                              plus a residual <   0.00010 Branch Line
 ===============================================================================================================================

  Coordinate Difference Observations
  ==================================

  [                        ]  Observed Coordinate Values
  Station         Latitude         Cor(M)   S.D.(M)    Longitude       Cor(M)    S.D.(M)  Elevation   Cor(M)   S.D.(M)
  ===============================================================================================================
 82A576       (N) 50 40 30.12838             0.018 (W)110  5 51.66035             0.015     742.040             0.031
 82A595       (N) 50 55 14.74404    0.057    0.018 (W)110  8 55.22242    0.018    0.014     613.471   -0.016    0.031
 82A557       (N) 50 23 49.65863   -0.080    0.020 (W)110  5 45.96578   -0.040    0.016     812.241    0.055    0.034
 656009       (N) 50 47 29.39243    0.022    0.017 (W)110 55 35.75933   -0.079    0.014     840.608   -0.008    0.030
 82A538       (N) 50 10 39.46772   -0.127    0.020 (W)110 19 11.66496   -0.064    0.016     765.726    0.059    0.034

  
  Coordinate Difference Equation Residual Contribution
  ====================================================                                         Apriori 
 Station   to  Station      Type  Observation Correction Rot X   Rot Y   Rot Z  Scale Residual  S.D.(m)  ACxAt    Rely     MUE
 =============================================================================================================================
 [82A576   ] TO [82A595   ] (DX)      3940.753  -0.015   0.000   0.000   0.000   0.000   0.015   0.021   0.138   0.757   0.109       0.7908
                            (DY)     21205.212   0.016   0.000   0.000   0.000   0.000  -0.016   0.019   0.120   0.549   0.114      -1.0978
                            (DZ)     17179.937  -0.005   0.000   0.000   0.000   0.000   0.005   0.017   0.109   0.408   0.120       0.4521
                           Chord =   27574.278  -0.007   0.242(ppm)
 [82A576   ] TO [82A557   ] (DX)     -8111.784   0.037   0.000   0.000   0.000   0.000  -0.037   0.037   0.183   0.490   0.241      -1.1049
                            (DY)    -22496.627   0.012   0.000   0.000   0.000   0.000  -0.012   0.030   0.152   0.551   0.184      -0.5197
                            (DZ)    -19597.093  -0.013   0.000   0.000   0.000   0.000   0.013   0.021   0.109   0.278   0.181       1.0592
                           Chord =   30918.365   0.010   0.339(ppm)
 [82A576   ] TO [656009   ] (DX)    -51323.747  -0.015   0.000   0.000   0.000   0.000   0.015   0.021   0.136   0.228   0.199       0.8145
                            (DY)     29845.341   0.000   0.000   0.000   0.000   0.000   0.000   0.019   0.111   0.260   0.168      -0.0132
                            (DZ)      8277.354   0.001   0.000   0.000   0.000   0.000  -0.001   0.018   0.100   0.262   0.157      -0.0979
                           Chord =   59944.858  -0.013   0.218(ppm)
 [82A576   ] TO [82A538   ] (DX)    -29560.201   0.032   0.000   0.000   0.000   0.000  -0.032   0.037   0.184   0.596   0.219      -0.9596
                            (DY)    -34586.468  -0.010   0.000   0.000   0.000   0.000   0.010   0.030   0.152   0.550   0.184       0.4520
                            (DZ)    -35234.906  -0.001   0.000   0.000   0.000   0.000   0.001   0.021   0.110   0.286   0.178       0.1223
                           Chord =   57545.877   0.009   0.165(ppm)
 Group id =                         Residual Sum   -0.038 Sum VtPV =   819.426 Total =      46796.750
   

[Options]

• station IDs of the observed stations
  Number - unique up to 9 character identifier

  [List]

• Observed Station coordinates
  North south indicator
  Latitude Degrees
  Latitude Minutes
  Latitude seconds
  difference from the initial station latitude
  Aposterori standard deviation
  East/West indicator
  Longitude Degrees
  Longitude Minutes
  Longitude seconds
  difference from the initial station longitude
  Aposterori standard deviation
  difference from the initial station ellipsoid height
  Aposterori standard deviation

  [List]

• Coordinate difference residuals
  Station to Station - Baseline identification numbers
  Observation - Cartesian coordinate difference
  Correction - Difference from adjusted coordinate values
  Rot X - Contribution to correction from rotation about X
  Rot Y - Contribution to correction from rotation about Y
  Rot Z - Contribution to correction from rotation about Z
  Scale - Contribution to correction from Scale correction
  Residual - Difference between the correction minus the contributions from auxiliary parameters
  S.D.(m) - Apriori standard deviation (square root of diagonal of covariance matrix)

  [List]

• Redundancy
  ACxAt - where A is the observation equation Matrix and Cx is the covariance matrix
  Redun# - is a measure of the network's ability to check itself
  MUE - is the maximum expected error that can remain undetected

  [List]

• Chord
  Length of the baseline
  difference from adjusted chord
  Expressed as parts per million of the chord

  [List]

• group id
  Residual sum is the contribution to the Sum VtPV for this difference set
  Total Sum VtPV used to compute covariance
  % of contribution to the sum

  [List]