TRIGONOMETRIC LEVELLING PDF

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Trigonometrical levelling is the process of determining the differences of elevations In the geodetical observations of trigonometrical levelling, the distance. PDF | The definition of height can be divided into different method depending on their The Appliance of the Trigonometric levelling on the long distances*. 1??? Electronic Total Stations. Are Levels Too. Precise Trigonometric Leveling Using. Modern Total Station Instruments. By Jesse Kozlowski, PLS.


Trigonometric Levelling Pdf

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bestthing.info Introduction This is an indirect method of levelling. Trigonometric levelling is commonly used in topographical work to find out the elevation of the top of buildings, chimneys, church. Trigonometric Leveling. Level Ground. Backsight. Difference. Foresight. In Elevation. Difference. = + m. In Elevation. = + m. Difference In Elevation. geometric levelling with a trigonometric method, with measured slope distances The targets in trigonometric height traversing can always be.

In this mode, the distance measurement is repeated automatically at intervals of less than 0. For reflector less measurements taken with a phase shift system, the range that can be obtained is about m, with a similar accuracy to that obtained when using a prism or foil.

Keyboard and display A total station is activated through its control panel, which consists of a keyboard and multiple line LCD. A number of instruments have two control panels, one on each face, which makes them easier to use.

In addition to controlling the total station, the keyboard is often used to code data generated by the instrument — this code will be used to identify the object being measured.

On some total stations it is possible to detach the keyboard and interchange them with other total stations and with GPS receivers.

This is called integrated surveying. Software applications The micro processor built into the total station is a small computer and its main function is controlling the measurement of angles and distances. The LCD screen guides the operator while taking these measurements.

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The built in computer can be used for the operator to carry out calibration checks on the instrument. The software applications available on many total stations include the following: -Slope corrections and reduced levels -Horizontal circle orientation -Coordinate measurement -Traverse measurements -Resection or free stationing -Missing line measurement -Remote elevation measurement HARISH.

Angles and distances are measured from the total station to points under survey, and the coordinates X, Y, and Z or northing, easting and elevation of surveyed points relative to the total station position are calculated using trigonometry and triangulation. To determine an absolute location a Total Station requires line of sight observations and must be set up over a known point or with line of sight to 2 or more points with known location.

For this reason, some total stations also have a Global Navigation Satellite System interface which do not require a direct line of sight to determine coordinates.

However, GNSS measurements may require longer occupation periods and offer relatively poor accuracy in the vertical axis. Angle measurement Most modern total station instruments measure angles by means of electro-optical scanning of extremely precise digital bar-codes etched on rotating glass cylinders or discs within the instrument.

Trigonometric Levelling

The best quality total stations are capable of measuring angles to 0. Inexpensive "construction grade" total stations can generally measure angles to 5 or 10 arc-seconds.

Distance measurement Measurement of distance is accomplished with a modulated microwave or infrared carrier signal, generated by a small solid-state emitter within the instrument's optical path, and reflected by a prism reflector or the object under survey. The modulation pattern in the returning signal is read and interpreted by the computer in the total station.

The distance is determined by emitting and receiving multiple frequencies, and determining the integer number of wavelengths to the target for each frequency.

Most total stations use purpose-built glass corner cube prism reflectors for the EDM signal. For reflector less measurements taken with a phase shift system, the range that can be obtained is about m, with a similar accuracy to that obtained when using a prism or foil. Keyboard and display A total station is activated through its control panel, which consists of a keyboard and multiple line LCD.

A number of instruments have two control panels, one on each face, which makes them easier to use. In addition to controlling the total station, the keyboard is often used to code data generated by the instrument this code will be used to identify the object being measured.

On some total stations it is possible to detach the keyboard and interchange them with other total stations and with GPS receivers. This is called integrated surveying.

Software applications The micro processor built into the total station is a small computer and its main function is controlling the measurement of angles and distances. The LCD screen guides the operator while taking these measurements.

The built in computer can be used for the operator to carry out calibration checks on the instrument.

The software applications available on many total stations include the following: -Slope corrections and reduced levels -Horizontal circle orientation -Coordinate measurement -Traverse measurements -Resection or free stationing -Missing line measurement -Remote elevation measurement HARISH.

Angles and distances are measured from the total station to points under survey, and the coordinates X, Y, and Z or northing, easting and elevation of surveyed points relative to the total station position are calculated using trigonometry and triangulation. To determine an absolute location a Total Station requires line of sight observations and must be set up over a known point or with line of sight to 2 or more points with known location.

For this reason, some total stations also have a Global Navigation Satellite System interface which do not require a direct line of sight to determine coordinates. However, GNSS measurements may require longer occupation periods and offer relatively poor accuracy in the vertical axis. Angle measurement Most modern total station instruments measure angles by means of electro-optical scanning of extremely precise digital bar-codes etched on rotating glass cylinders or discs within the instrument.

The best quality total stations are capable of measuring angles to 0.

Inexpensive "construction grade" total stations can generally measure angles to 5 or 10 arc-seconds. Distance measurement Measurement of distance is accomplished with a modulated microwave or infrared carrier signal, generated by a small solid-state emitter within the instrument's optical path, and reflected by a prism reflector or the object under survey.

The modulation pattern in the returning signal is read and interpreted by the computer in the total station. Most total stations use purpose-built glass corner cube prism reflectors for the EDM signal.

A typical total station can measure distances with an accuracy of about 1. Data processing Some models include internal electronic data storage to record distance, horizontal angle, and vertical angle measured, while other models are equipped to write these measurements to an external data collector, such as a hand-held computer.

When data is downloaded from a total station onto a computer, application software can be used to compute results and generate a map of the surveyed area. The new generation of total stations can also show the map on the touch-screen of the instrument right after measuring the points.

Surveying principles and applications 4 ed. Prentice Hall. ISBN Leica Geosystems.The other components include the tribrach with levelling foot screws, the keyboard with display and the telescope which is mounted on the standards and which rotates around the tilting axis.

Diplomarbeit, Technische Fachhochschule Berlin. Surveying principles and applications 4 ed. Rapid measurement reduces the measurement time to a prism to between 0. Prentice Hall. Special instruments are used to define level of water on both sides of tube.

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