STAR*NET V6 - Circe

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Appendix A STAR*NET Tutorial Example 3: Three Dimensional Traverse Network This example illustrates the adjustment of a three dimensional network. Data includes two small traverses with slope distances and zenith angles. An extra cross tie is entered between the two traverses. STAR*NET can also accept 3D data in the form of horizontal distances and elevation differences. # 3D Traverse Network # C A1 10000.00 10000.00 1000.00 ! ! ! C A2 9866.00 7900.00 998.89 ! ! ! TB A2 # backsight to A2 T A1 163-59-26.0 1153.67 91-35-30.0 5.25/5.30 T 1 115-35-06.8 1709.78 90-56-41.6 5.31/5.32 T 2 86-31-37.9 1467.74 90-05-56.2 5.26/5.31 T 3 82-07-57.7 2161.76 88-20-39.6 5.15/5.22 TE A1 75-45-17.6 1 # closing angle to 1 TB 1 # backsight to 1 T 2 133-21-35.8 2746.28 91-37-53.3 4.98/5.12 T 4 101-39-39.6 1396.76 88-23-31.8 5.23/5.25 T 5 124-35-19.6 3643.41 88-28-02.3 5.35/5.30 TE A2 80-48-52.2 A1 # closing angle to A1 M 5-4-3 69-59-28.7 2045.25 89-00-41.0 6.21/5.25 A2 3 6 4 3 .4 1 5 81° 1 3 9 6 .7 6 70° 125° 2 0 4 5 .2 5 176 102° 4 3 164° 2 1 6 1 .7 6 A1 2 7 4 6 .2 8 1 4 6 7 .7 4 82° 76° 133° 87° 116° 1 1 5 3 .6 7 1 7 0 9 .7 8 1 2
1. Open the “Trav3D.prj” example project. Appendix A STAR*NET Tutorial 2. Take a look at the Project Options for this project. Note that in the Adjustment options dialog the “Adjustment Type” is now set to 3D. On the same dialog, down in the Local Jobs group of options, we have the Default Datum Scheme set to “Reduce to a Common Datum” and the elevation value is set to 0.00 feet. This means we want the job reduced to sea level. The controlling coordinates given in the data must be sea level values, and during the adjustment, observations will be internally reduced to this datum to produce sea-level scaled horizontal coordinates. Also while in the Project Options, review the “Instrument” settings dialog. Note that all settings for vertical observations are now active. Centering errors of 0.005 feet have been set for both horizontal and vertical centering which will affect standard errors for all our measurements. Shorter sightings will receive less weight! 3. Examine the input data file. Note that each traverse line now contains additional data elements, the zenith angle and an “HI/HT” entry giving the instrument and target heights. Coordinate lines now contain an elevation value. The sample data file contains two small connecting traverses. The “TB” (traverse begin) lines indicate the beginning backsights, and the “TE” (traverse end) lines indicate at which station the traverses end. In this example, they both contain an optional closing angle. STAR*NET will use this information in the traverse closure listing, as well as entering them as observations in the adjustment. Additional redundancy is provided by an “M” data line containing angle, distance and vertical information between points on the two traverses. 4. Run the network adjustment and then look at the network graphically. Double click any of the adjusted points and note the displayed information now includes adjusted elevations and vertical confidence statistics. 5. View the output Listing file. Review the unadjusted observations and note that the standard errors for all horizontal and zenith angles are no longer constant values. Because of the “centering error” values entered in the instrument options, the standard errors assigned to these observations will be larger (less weight) for angles with short sights than for those with long sights. Further down in the listing, review the adjustment statistical summary. Since this is a 3D job, you now see additional items in this list. Review the remaining sections and note the differences from the previous 2D adjustment listing in the first two example projects. In the Traverse Closures section, for example, vertical traverse closures are shown. And in the Error Propagation section, standard deviations are shown for elevations, and vertical confidences for ellipses. 6. This completes the review of the “Trav3D” example project. 177
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STAR*NET V6 Least Squares Survey Ad
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TABLE OF CONTENTS Chapter 1 OVERVIE
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10.9 Entering a Geoid Height and Ve
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Chapter 1 Overview 4. Survey planni
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Chapter 2 Installation 2.3 Starting
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2.7 The Registry Chapter 2 Installa
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3.3 The Menu System Chapter 3 Using
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3.8 Checking the Error File Chapter
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Chapter 3 Using STAR*NET 3.12 Displ
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Chapter 4 Options 4.2 Changing Proj
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Option Group: Units Chapter 4 Optio
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General Options Chapter 4 Options T
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Chapter 4 Options Option Group: Dis
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Chapter 4 Options What standard err
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Chapter 4 Options The default metho
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Option Group: Adjusted Contents Cha
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Other Files Options Chapter 4 Optio
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Chapter 4 Options Creating a Ground
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Special Options Chapter 4 Options T
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4.5 Company Options Chapter 4 Optio
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Chapter 4 Options Note that any dat
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Chapter 4 Options When the Instrume
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Using the Input Data Files Dialog C
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Chapter 5 Preparing Input Data 5.5
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Station Names Chapter 5 Preparing I
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Chapter 5 Preparing Input Data Zeni
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Point Descriptors Chapter 5 Prepari
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Example 1: (2D Data) Chapter 5 Prep
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Chapter 5 Preparing Input Data The
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Chapter 5 Preparing Input Data SING
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The “V” Code: Vertical Observat
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Chapter 5 Preparing Input Data Samp
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Example 2: (2D Data) Chapter 5 Prep
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Chapter 5 Preparing Input Data TRAV
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Chapter 5 Preparing Input Data Exam
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The “TE” Code: Ending a Travers
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Chapter 5 Preparing Input Data LEVE
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Chapter 5 Preparing Input Data SIDE
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Chapter 5 Preparing Input Data Usin
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INLINE OPTION: .DELTA ON/OFF Chapte
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INLINE OPTION: .SCALE Value Chapter
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Chapter 5 Preparing Input Data INLI
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Chapter 5 Preparing Input Data Lega
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How do I weight observations? Chapt
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Chapter 5 Preparing Input Data 102
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Chapter 6 Running Adjustments The S
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6.5 Preanalysis Chapter 6 Running A
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Chapter 6 Running Adjustments 108
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Chapter 7 Viewing and Printing Outp
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7.4 Viewing the Error File Chapter
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Chapter 8 Analysis of Adjustment Ou
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Page 210 and 211: Index Installation Installing, 3 Se
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STAR*NET V6 - Circe

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