surveyingeospatial.blogspot.com

Surveying

Tuesday, December 14, 2010. Different realization of the combination use of angles and distance (Staiger, 2009). Frequency: 0.2 – 10Hz. Application: Known; manifold. Binocular (With integrated compass and reflectorless distance-measurement). Range: 0.4 – 80m. Frequency: 0.5 – 2kHz. Distance method: Interferometer/Absolute distance measurement (probably: phase-technique). Range: 1 – 50m. Frequency: 1 – 0.05Hz (Depending on accuracy). Range: 1 – 500m. Accuracy: 1 – 20mm. Frequency: 1 – 500kHz. Bradley meth...

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Tuesday, December 14, 2010. Different realization of the combination use of angles and distance (Staiger, 2009). Frequency: 0.2 – 10Hz. Application: Known; manifold. Binocular (With integrated compass and reflectorless distance-measurement). Range: 0.4 – 80m. Frequency: 0.5 – 2kHz. Distance method: Interferometer/Absolute distance measurement (probably: phase-technique). Range: 1 – 50m. Frequency: 1 – 0.05Hz (Depending on accuracy). Range: 1 – 500m. Accuracy: 1 – 20mm. Frequency: 1 – 500kHz. Bradley meth...

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Surveying | surveyingeospatial.blogspot.com Reviews

https://surveyingeospatial.blogspot.com

Tuesday, December 14, 2010. Different realization of the combination use of angles and distance (Staiger, 2009). Frequency: 0.2 – 10Hz. Application: Known; manifold. Binocular (With integrated compass and reflectorless distance-measurement). Range: 0.4 – 80m. Frequency: 0.5 – 2kHz. Distance method: Interferometer/Absolute distance measurement (probably: phase-technique). Range: 1 – 50m. Frequency: 1 – 0.05Hz (Depending on accuracy). Range: 1 – 500m. Accuracy: 1 – 20mm. Frequency: 1 – 500kHz. Bradley meth...

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surveyingeospatial.blogspot.com

1

Surveying: August 2010

http://surveyingeospatial.blogspot.com/2010_08_01_archive.html

Understanding the Residual Errors - v. Friday, August 6, 2010. Assumption all measurements are free of gross errors and corrected for all systematic errors. Processing using Microsoft Excel and Matlab. Observations of angles (sec). After sorting – Matlab: sort=sort(L). 8721;u / n. 8730;∑v² / ∑(n-1). 8730;[ (92.36 / (50-1) ]. 177; 1.373. PROBABLE ERROR AT 68.3%. 10009 ( ± 1.373 ). Between 22.13 ‒– 24.87 , 34 observations ( 68 % ). PROBABLE ERROR AT 95%. 196 ( ± 1.373 ). 177; 2.69. PROBABLE ERROR AT 99%.

2

Surveying: Present Surveying Instrumentation

http://surveyingeospatial.blogspot.com/2010/12/present-surveying-instrumentation_14.html

Tuesday, December 14, 2010. Different realization of the combination use of angles and distance (Staiger, 2009). Frequency: 0.2 – 10Hz. Application: Known; manifold. Binocular (With integrated compass and reflectorless distance-measurement). Range: 0.4 – 80m. Frequency: 0.5 – 2kHz. Distance method: Interferometer/Absolute distance measurement (probably: phase-technique). Range: 1 – 50m. Frequency: 1 – 0.05Hz (Depending on accuracy). Range: 1 – 500m. Accuracy: 1 – 20mm. Frequency: 1 – 500kHz.

3

Surveying: May 2009

http://surveyingeospatial.blogspot.com/2009_05_01_archive.html

Thursday, May 28, 2009. Geodetic or geospatial data are composed of point, lines and area relations. These data are rich with attributes. As in many other sciences, geodetic problems are located in a real world. The concept – the problem need to be modeled. The Solution – have to be put in a geometrical and physical formulation by mathematical means. The purpose is either description or explanation and allow to. Estimate non-observable state and. Typical types of models in geodesy are:-. 1950 : Tienstra ...

4

Surveying: January 2010

http://surveyingeospatial.blogspot.com/2010_01_01_archive.html

Part 4 : Types of Error – Systematic Errors. Thursday, January 14, 2010. Systematic errors exist from instrument calibration, observational procedures and the data pre-processing for atmospheric and other effects. Physical sources of systematic errors are. All physical sources will affect :-. Angle measurement, distance measurement either by tapes or EDM. Will cause the bending of photogrammetry light rays due to atmospheric refraction,. Lack of adequate adjustment of equipment. Can be eliminated by :-.

5

Surveying: February 2010

http://surveyingeospatial.blogspot.com/2010_02_01_archive.html

Part 4 - Types of Error - Random Errors. Monday, February 22, 2010. The remaining error after gross and systematic errors have been eliminated. No functional relationship based upon a deterministic system - modelled by stochastic model. Personal (observer), natural and instrumentation. Cannot be generally removed, however it can be minimised by. I) taking redundant observation. Ii) applying least square estimation (LSE). Subscribe to: Posts (Atom). View my complete profile. Volume 10, Number 1, June 2010.

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Tuesday, December 14, 2010. Different realization of the combination use of angles and distance (Staiger, 2009). Frequency: 0.2 – 10Hz. Application: Known; manifold. Binocular (With integrated compass and reflectorless distance-measurement). Range: 0.4 – 80m. Frequency: 0.5 – 2kHz. Distance method: Interferometer/Absolute distance measurement (probably: phase-technique). Range: 1 – 50m. Frequency: 1 – 0.05Hz (Depending on accuracy). Range: 1 – 500m. Accuracy: 1 – 20mm. Frequency: 1 – 500kHz. Bradley meth...

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