STAR*NET V6 - Circe

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The “TE” Code: Ending a Traverse Chapter 5 Preparing Input Data You can end a traverse by simply closing to an existing station. You can also end a traverse and include a closing angle to either a particular station, or to a fixed bearing or azimuth. When you enter a fixed bearing or azimuth value, it is always entered in a direction away from the ending traverse station. Use one of the following formats: TE End Station Name TE End Station Name Close Angle Close Station [Std Error of Angle] TE End Station Name Close Angle Close Bearing [Std Error of Angle] Example 1: TE 15 The traverse ends at station “15”. No closing angle is entered for the traverse. Example 2: TE 15 125-13-26 24 5.0 The traverse ends at “15.” A closing angle of 125-13-26 was turned from the previous traverse station to station “24”. The angle has a standard error of 5.0 seconds. Example 3: TE 15 125-13-26 N45-10-36E The traverse ends at station “15” and a closing angle of 125-13-26 was turned into a fixed bearing of N45-10-36E. No standard error was entered for the closing angle, therefore the default standard error for angles is assumed. As discussed in the previous section, a dummy foresight station will be generated for this fixed bearing. In the “TE “ line, the target of the angle observation is either a station name, or a bearing (or azimuth) value. If the item contains dashes and can also be interpreted as a valid bearing or azimuth, then it is used as such. Otherwise, it will be used as a station name. When you enter the bearing or azimuth using “packed” DMS format or GONS, you must prefix the entry with the characters “B=“ or “b=“ so that <strong>STAR*NET</strong> will not interpret it as a station name. Examples: B=S30.4215W or B=44.1135. 68
Chapter 5 Preparing Input Data Example Traverse using 3D Traverse and Measure Data The following example illustrates a very simple single loop 3D traverse with four stations, and two independent shots to two additional stations. Note that since the fixed bearing from 3 to 2 is not adjacent to the given coordinates at station 1, we provided approximate coordinates at an adjacent station 4 so that the remaining approximate coordinates could be automatically computed. C 1 5000 5000 900 ! ! ! C 4 5000 5300 970 # # Hold Bearing from 3 to 2 B 3-2 N75-02-21W ! # # Traverse Data TB 4 'Albert B. Cadwell Boundary T 1 -90-00-00 274.00 85-14-00 5.25/5.24 T 2 -75-00-00 311.10 82-50-00 5.22/5.24 T 3 -105-00-00 193.50 93-28-00 5.20/5.21 M 3-2-5 75-00-00 100.00 90-00-00 5.20/5.18 M 3-2-6 165-00-00 75.00 90-00-00 5.20/5.22 T 4 -90-00-00 302.30 99-30-00 5.25/5.21 TE 1 2 274.00 1 (85-14-00) 75° N 7 5 - 0 2 - 2 1 W 3 1 1 .1 0 (8 2 - 5 0 - 0 0 ) (99-30-00) 302.30 Sample Traverse Data 69 105° 90° 90° 75° 100.00 (93-28-00) 5 (90-00-00) 3 193.50 165° 75.00 (90-00-00) 4 6
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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
Page 24 and 25: General Options Chapter 4 Options T
Page 26 and 27: Chapter 4 Options Option Group: Dis
Page 28 and 29: Chapter 4 Options What standard err
Page 30 and 31: Chapter 4 Options The default metho
Page 32 and 33: Option Group: Adjusted Contents Cha
Page 34 and 35: Other Files Options Chapter 4 Optio
Page 36 and 37: Chapter 4 Options Creating a Ground
Page 38 and 39: Special Options Chapter 4 Options T
Page 40 and 41: 4.5 Company Options Chapter 4 Optio
Page 42 and 43: Chapter 4 Options Note that any dat
Page 44 and 45: Chapter 4 Options When the Instrume
Page 46 and 47: Using the Input Data Files Dialog C
Page 48 and 49: Chapter 5 Preparing Input Data 5.5
Page 50 and 51: Station Names Chapter 5 Preparing I
Page 52 and 53: Chapter 5 Preparing Input Data Zeni
Page 54 and 55: Point Descriptors Chapter 5 Prepari
Page 56 and 57: Example 1: (2D Data) Chapter 5 Prep
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Page 60 and 61: Chapter 5 Preparing Input Data SING
Page 62 and 63: The “V” Code: Vertical Observat
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Page 66 and 67: Example 2: (2D Data) Chapter 5 Prep
Page 70 and 71: Chapter 5 Preparing Input Data TRAV
Page 72 and 73: Chapter 5 Preparing Input Data Exam
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Page 82 and 83: Chapter 5 Preparing Input Data SIDE
Page 84 and 85: Chapter 5 Preparing Input Data Usin
Page 86 and 87: INLINE OPTION: .DELTA ON/OFF Chapte
Page 88 and 89: INLINE OPTION: .SCALE Value Chapter
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Page 98 and 99: Chapter 5 Preparing Input Data Lega
Page 106 and 107: How do I weight observations? Chapt
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Page 110 and 111: Chapter 6 Running Adjustments The S
Page 112 and 113: 6.5 Preanalysis Chapter 6 Running A
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Page 116 and 117: Chapter 7 Viewing and Printing Outp
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Chapter 8 Analysis of Adjustment Ou
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To run the utility, follow these st
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Chapter 9 Tools As discussed above,
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Chapter 9 Tools A few words should
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Chapter 9 Tools The settings select
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Chapter 10 Adjustments in Grid Coor
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APPENDIX A - TOUR OF THE STAR*NET P
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Appendix A STAR*NET Tutorial Exampl
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Appendix A STAR*NET Tutorial 4. Rev
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Appendix A STAR*NET Tutorial 7. Fin
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Appendix A STAR*NET Tutorial 12. To
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Appendix A STAR*NET Tutorial Take a
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Appendix A STAR*NET Tutorial Before
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Example 5: Resection Appendix A STA
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Example 7: Preanalysis Appendix A S
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Appendix B References 6. Mikhail, E
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Appendix C Additional Technical Inf
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Appendix C Additional Technical Inf
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Appendix D Error and Warning Messag
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Data Lines, General Content Data Ty
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Index Installation Installing, 3 Se
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STARPLUS SOFTWARE, INC.
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