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Method and device for determining shallow erosion datum plane and electronic equipment

A datum, shallow technology, applied in measurement devices, electrical digital data processing, instruments, etc., can solve problems such as the inability to provide coverage-type karst morphology analysis methods

Active Publication Date: 2021-08-20
ZHEJIANG PROVINCIAL INST OF COMM PLANNING DESIGN & RES CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The purpose of the embodiments of the present application is to provide a method, device, equipment and storage medium for determining the shallow erosion datum level in covered karst areas, so as to solve the problem that it is currently impossible to provide a specific analysis method for covered karst forms

Method used

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  • Method and device for determining shallow erosion datum plane and electronic equipment
  • Method and device for determining shallow erosion datum plane and electronic equipment
  • Method and device for determining shallow erosion datum plane and electronic equipment

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Embodiment 1

[0033] In order to facilitate the understanding of this embodiment, firstly, an electronic device for implementing a method for determining a shallow erosion reference plane disclosed in the embodiment of the present application is introduced in detail.

[0034] Such as figure 1 Shown is a block diagram of the electronic device. The electronic device 100 may include a memory 111 , a storage controller 112 , a processor 113 , a peripheral interface 114 , an input and output unit 115 , and a display unit 116 . Those of ordinary skill in the art can understand that, figure 1The shown structure is only for illustration, and does not limit the structure of the electronic device 100 . For example, the electronic device 100 may also include a ratio figure 1 more or fewer components than shown in, or with figure 1 Different configurations are shown.

[0035] The memory 111 , storage controller 112 , processor 113 , peripheral interface 114 , input / output unit 115 and display unit...

Embodiment 2

[0043] see figure 2 , is a flow chart of the method for determining the shallow erosion datum level provided by the embodiment of the present application. The following will be figure 2 The specific process shown will be described in detail.

[0044] In step 201, each drilling data is acquired, and the drilling data includes: limestone surface elevation parameters, cave floor elevation parameters, and cave cumulative height parameters.

[0045] Optionally, before obtaining each drilling data, the drilling depth is determined according to the bearing capacity of the engineering object and the requirements of the survey specifications, and the final drilling is performed after the drilling depth meets the final hole requirements to obtain the drilling data.

[0046] Optionally, the final borehole should also meet the exploration requirements for engineering geology in karst areas.

[0047] For example, the exploration requirements of engineering geology can be set as follow...

Embodiment 3

[0076]Based on the same inventive concept, the embodiment of the present application also provides a device for determining the shallow erosion datum level. Since the problem-solving principle of the device in the embodiment of the present application is similar to the aforementioned embodiment of the method for determining the shallow erosion datum level, this implementation For the implementation of the device in the example, reference may be made to the descriptions in the embodiments of the above method, and repeated descriptions will not be repeated.

[0077] see Figure 6 , is a schematic diagram of the functional modules of the device for determining the shallow erosion datum level provided by the embodiment of the present application. The device for determining the shallow erosion datum level provided by the embodiment of the present application includes: an acquisition module 301 , a construction module 302 , a mapping module 303 and a determination module 304 .

[0...

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Abstract

The invention provides a covering type karst area shallow erosion datum plane judgment method and device, electronic equipment and a readable storage medium, and the method comprises the steps: obtaining all drilling data, wherein the drilling data comprises limestone surface elevation parameters, karst cave bottom plate elevation parameters and karst cave accumulated height parameters; constructing a coordinate system according to the limestone surface elevation, the karst cave bottom plate elevation and the karst cave accumulated height, wherein the abscissa of the coordinate system includes the karst cave bottom plate elevation, and the ordinate of the coordinate system includes the limestone surface elevation, the karst cave bottom plate elevation and the karst cave accumulated height; mapping the drilling data to the coordinate system to form a scatter diagram; and according to the distribution characteristics of the scatter points in the scatter diagram, determining the shallow erosion datum plane. According to the method and device, the shallow erosion datum plane is found out from the karst randomly distributed in the covering type karst area through a mathematical statistics and graph combined method, and important technical support is provided for the pile foundation length, roadbed treatment depth and bearing stratum selection of the covering type karst area.

Description

technical field [0001] The invention relates to the field of engineering geological survey, in particular to a method, a device, electronic equipment and a storage medium for judging a shallow erosion datum level in a covered karst area. Background technique [0002] The shallow dissolution datum level is the controlling index for the length of the bridge pile foundation, the depth of subgrade disposal, and the selection of the bearing layer in the covered karst area. significance. However, according to the current survey means and methods, the geological information provided is very limited, and a convenient, fast, and effective method for determining the base level of shallow erosion has not been found, which provides a basis for the selection of pile foundation length and bearing layer in covered karst areas. Supported by important technical indicators. Contents of the invention [0003] The purpose of the embodiments of the present application is to provide a method,...

Claims

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Application Information

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IPC IPC(8): G06F30/13G06F3/0488G06F3/0483G01C5/00
CPCG06F30/13G06F3/0488G06F3/0483G01C5/00
Inventor 彭丁茂郑束宁邵长杰舒宗运
Owner ZHEJIANG PROVINCIAL INST OF COMM PLANNING DESIGN & RES CO LTD
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