Height difference measuring method and digital device

A height difference and measuring instrument technology, applied in the field of measurement, can solve the problems of expensive instruments, inconvenient carrying, time-consuming, etc., and achieve the effects of improving measurement efficiency, information digitization, and low development costs

Inactive Publication Date: 2011-09-28
CENTRAL SOUTH UNIVERSITY OF FORESTRY AND TECHNOLOGY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Advanced total station, automatic leveling level, electronic level and precision level are seldom used in height difference measurement in current forestry practice. A little branch, leaf and shrub cover in front of the observation target can make it impossible for advanced instruments such as total stations to measure. It will be laborious, labor-intensive, and time-consuming to remove the cover. In addition, this type of instrument is expensive and expensive. Many reasons, such as inconvenient to carry, make it difficult for advanced instruments to play their due role in forestry engineering survey and design, so they can be popularized and promoted
At present, the height difference measurement in forestry is still done with an ordinary level and a leveling rod. Similarly, if there are miscellaneous shrubs under the forest, it is very difficult to use the horizontal line of sight of the level to read the front and rear readings of the leveling rod. Most of the time It takes a lot of effort to clean up miscellaneous shrubs, and because the most important and basic condition for the operation of the level is the level of sight, the inspection and calibration of the level, the elimination of parallax, accurate leveling, and accurate readings require careful and serious work. Generally, skilled professional surveyors are required to complete it. However, professional surveyors will inevitably travel in many processes such as naked eye readings, recorder counting, and tedious internal work. In addition, the measurement function of the level is single. In actual measurement, Not only to measure the elevation between two points, but also to measure the horizontal distance and slope between two points, and the horizontal distance measurement is still using a tape measure. If the terrain is very steep, the tape measure can only measure the slope distance, and then measure the slope and then correct the slope , which is rather cumbersome
Therefore, due to the singleness of the measurement function of the level instrument, the rigor of the measurement process, and the limitations of the measurement conditions, it is sometimes difficult to guarantee the accuracy in forestry engineering surveys and the overall measurement work is usually inefficient.

Method used

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  • Height difference measuring method and digital device
  • Height difference measuring method and digital device
  • Height difference measuring method and digital device

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0055] Embodiment 1: comprise the following steps successively:

[0056] (1) The instrument is set between A and B, and an observation point O is arbitrarily selected.

[0057] (2) Erect the same 3-meter ruler on terrain A and terrain B respectively (or move the ruler to point B after measuring at point A), there are two observation mark points on the ruler, and the mark at the lower part of the ruler is 0.7 meters Point as base height H 0.7 , the mark point at 3 meters above the scale is the fixed height H 3

[0058] (3) At point O, first observe the two marker points of A topographic scale, and measure the base high point H 0.7 , fixed high point H 3 line of sight inclination θ A0.7 , θ A3 .

[0059] (4) Then observe the two marker points of the topographic scale of B at point O, and measure the base high point H 0.7 , fixed high point H 3 line of sight inclination θ B0.7 , θ B3 .

[0060] (5) Let the horizontal distance between A and O be S AO , the horizontal ...

Embodiment 2

[0071] Embodiment 2: comprise the following steps successively:

[0072] (1) The instrument is set between A and B, and an observation point O is arbitrarily selected.

[0073] (2) Erect the same 2-meter ruler on the A terrain and the B terrain (or move the ruler to the B point after the measurement at the A point), and there are two observation mark points on the ruler, and the height of the lower part of the ruler is 0.4 meters. The mark point is the base height H 0.4 , the 2-meter mark on the upper part of the scale is the fixed height H 2

[0074] (3) At point O, first observe the two marker points of A topographic scale, and measure the base high point H 0.4 , fixed high point H 2 line of sight inclination θ A0.4 , θ A2 .

[0075] (4) Then observe the two marker points of the topographic scale of B at point O, and measure the base high point H 0.4 , fixed high point H 2 line of sight inclination θ B0.4 , θ B2 .

[0076] (5) Let the horizontal distance between ...

Embodiment 3

[0087] Embodiment 3: comprise the following steps successively:

[0088] (1) The instrument is set between A and B, and an observation point O is arbitrarily selected.

[0089] (2) Erect the same 3-meter ruler on terrain A and terrain B respectively (or move the ruler to point B after measuring at point A). The mark point is the base height H 0.4 , the 3-meter mark on the upper part of the scale is the fixed height H 3

[0090] (3) At point O, first observe the two marker points of A topographic scale, and measure the base high point H 0.4 , fixed high point H 3 line of sight inclination θ A0.4 , θ A3 .

[0091] (4) Then observe the two marker points of the topographic scale of B at point O, and measure the base high point H 0.4 , fixed high point H 3 line of sight inclination θ B0.4 , θ B3 .

[0092] (5) Let the horizontal distance between A and O be S AO , the horizontal distance between two points B and O is S BO ,

[0093] According to the principle of trigo...

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Abstract

The invention discloses a method for measuring altitude difference and a digitalizer. The method is as follows that an instrument measures four inclination angle values and a point-point horizontal included angle; the point-point topography altitude difference data can be obtained according to the triangle principle; and then the horizontal distance and the gradient data of the point-point topography can be obtained by using the cosine theorem and gradient mathematic expression. The digitalizer comprises an optical laying component, a horizontal rotating disc, a display screen, an electric-control function unit, an external control unit and an A-frame component. The optical laying component comprises a telescope and a tilt angle sensor arranged on the telescope. The horizontal rotating disc is arranged on the A-frame component, is provided with the display screen and the external control component, and is internally provided with an angular displacement sensor arranged on the rotationaxis center of the horizontal rotating disc and an electric-control function unit. The method and the device can fast accurately measure the point-point altitude difference, the horizontal distance and gradient in time.

Description

technical field [0001] The invention belongs to the technical field of measurement, and in particular relates to a method for measuring height difference and a digital device thereof, which can measure the height difference between two points and simultaneously measure the horizontal distance and slope between the two points in forestry surveying. Background technique [0002] For forestry surveying, the height difference between two points is often determined first in forest road survey, forest topographic survey and ground point elevation survey. Advanced total station, automatic leveling level, electronic level and precision level are seldom used in height difference measurement in current forestry practice. A little branch, leaf and shrub cover in front of the observation target can make it impossible for advanced instruments such as total stations to measure. It will be laborious, labor-intensive, and time-consuming to remove the cover. In addition, this type of instrum...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01C5/00G01C1/00G01C3/04
Inventor 曾思齐佘济云赵坤鄢前飞汤腾方
Owner CENTRAL SOUTH UNIVERSITY OF FORESTRY AND TECHNOLOGY
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