CN114674277B - Deep mining earth surface subsidence monitoring method by combining full-field survey lines - Google Patents
Deep mining earth surface subsidence monitoring method by combining full-field survey lines Download PDFInfo
- Publication number
- CN114674277B CN114674277B CN202210262017.9A CN202210262017A CN114674277B CN 114674277 B CN114674277 B CN 114674277B CN 202210262017 A CN202210262017 A CN 202210262017A CN 114674277 B CN114674277 B CN 114674277B
- Authority
- CN
- China
- Prior art keywords
- monitoring
- subsidence
- land
- area
- trend
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000012544 monitoring process Methods 0.000 title claims abstract description 88
- 238000000034 method Methods 0.000 title claims abstract description 45
- 238000005065 mining Methods 0.000 title claims abstract description 42
- 238000011156 evaluation Methods 0.000 claims abstract description 27
- 239000002689 soil Substances 0.000 claims abstract description 12
- 238000012876 topography Methods 0.000 claims abstract description 6
- 238000005516 engineering process Methods 0.000 claims description 15
- 238000004458 analytical method Methods 0.000 claims description 11
- 239000003245 coal Substances 0.000 claims description 6
- 230000002035 prolonged effect Effects 0.000 claims description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 230000000694 effects Effects 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 238000012986 modification Methods 0.000 claims 1
- 230000004048 modification Effects 0.000 claims 1
- 238000003384 imaging method Methods 0.000 description 5
- 230000001427 coherent effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 230000004927 fusion Effects 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000005305 interferometry Methods 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000004088 simulation Methods 0.000 description 1
- 238000012795 verification Methods 0.000 description 1
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C5/00—Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q10/00—Administration; Management
- G06Q10/06—Resources, workflows, human or project management; Enterprise or organisation planning; Enterprise or organisation modelling
- G06Q10/063—Operations research, analysis or management
- G06Q10/0639—Performance analysis of employees; Performance analysis of enterprise or organisation operations
- G06Q10/06393—Score-carding, benchmarking or key performance indicator [KPI] analysis
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q50/00—Information and communication technology [ICT] specially adapted for implementation of business processes of specific business sectors, e.g. utilities or tourism
- G06Q50/02—Agriculture; Fishing; Forestry; Mining
Landscapes
- Business, Economics & Management (AREA)
- Engineering & Computer Science (AREA)
- Human Resources & Organizations (AREA)
- Economics (AREA)
- General Physics & Mathematics (AREA)
- Physics & Mathematics (AREA)
- Strategic Management (AREA)
- General Business, Economics & Management (AREA)
- Theoretical Computer Science (AREA)
- Development Economics (AREA)
- Educational Administration (AREA)
- Entrepreneurship & Innovation (AREA)
- Tourism & Hospitality (AREA)
- Marketing (AREA)
- Operations Research (AREA)
- Animal Husbandry (AREA)
- Game Theory and Decision Science (AREA)
- Remote Sensing (AREA)
- Radar, Positioning & Navigation (AREA)
- Life Sciences & Earth Sciences (AREA)
- Agronomy & Crop Science (AREA)
- Quality & Reliability (AREA)
- Marine Sciences & Fisheries (AREA)
- Mining & Mineral Resources (AREA)
- Health & Medical Sciences (AREA)
- General Health & Medical Sciences (AREA)
- Primary Health Care (AREA)
- Radar Systems Or Details Thereof (AREA)
- Testing Or Calibration Of Command Recording Devices (AREA)
Abstract
The invention relates to a full-field survey line combined deep mining earth surface subsidence monitoring and land reclamation suitability evaluation method, which comprises the following steps: determining a ground subsidence monitoring region; determining the distance between the position of the observation line and the observation point in a line measuring method; determining the coordinates of control points of an observation area before UAV-LiDAR observation, and collecting the elevation data of original coordinates of the control points; the land surface DEM is obtained after the multi-period UAV-LiDAR and InSAR data are processed, land surface subsidence areas obtained by different methods are calculated respectively through subtraction of the multi-period land surface DEM, the UAV-LiDAR subsidence areas are fused with the InSAR obtaining subsidence boundary areas, a high-precision completed subsidence basin is obtained, basic data such as topography, soil vegetation change and the like are analyzed according to land surface subsidence monitoring results, a land reclamation suitability evaluation system is constructed, and land reclamation suitability of a mining area is evaluated. The invention provides the monitoring method with high monitoring efficiency and good monitoring accuracy and the land reclamation suitability evaluation method through the method.
Description
Technical Field
The invention relates to a full-field survey line combined deep mining earth surface subsidence monitoring and land reclamation suitability evaluation method, which is suitable for deep mining earth surface subsidence monitoring and land reclamation suitability analysis and belongs to the technical field of mining subsidence.
Background
The source of mining area land and ecological environmental damage comes from mining induced surface subsidence. Under the condition of large mining depth and high stress, the subsidence of the deep mining earth surface presents a different time-space evolution rule from the shallow mining, and is increasingly called as a research hot spot in the field of rock stratum movement control. The method has important practical significance in developing accurate monitoring of the surface subsidence under deep mining and evaluation of land reclamation suitability.
Surface movement deformation has complex spatial field distribution and unsteady characteristics. The traditional survey line observation technology is greatly improved in the aspects of systemization, high definition, integration and the like, but the point parameters are acquired, so that the characteristic of space-time dynamic change of the whole area with complex ground surface movement is difficult to solve; in recent years, the InSAR monitoring technology has the characteristics of wide coverage range and full-field all-weather imaging, but has the weaknesses of low maneuverability and low precision; UAV-LiDAR (unmanned aerial vehicle-mounted radar) monitoring has the characteristics of low cost and strong maneuverability, but has low precision and limited monitoring range and depth. Therefore, the adoption of a single method is not enough to accurately grasp the ground surface subsidence condition, so that the comprehensive monitoring method combining a plurality of methods becomes an objective requirement for ground surface subsidence monitoring.
Therefore, the invention organically combines the three monitoring methods, develops full-field accurate monitoring of the space-time change of the earth surface subsidence, has the characteristics of comprehensiveness, accuracy, rapidness, maneuver and the like, and provides a method and a thought for earth surface subsidence monitoring work; based on the result of comprehensively monitoring the subsidence of the earth surface, the suitability evaluation of land reclamation of the mining area is realized, and a reliable basis is provided for the treatment and the restoration of the mining area.
Disclosure of Invention
The invention aims to solve the problem that a single monitoring method is difficult to accurately master the ground surface subsidence condition, provides a mining area ground surface subsidence monitoring and land reclamation suitability analysis method combining InSAR, UAV-LiDAR and survey methods, combines the monitoring advantages of the three methods to carry out accurate monitoring, has the characteristics of comprehensiveness, accuracy, rapidness and the like, and provides a method and a thought for ground surface subsidence monitoring work; and carrying out feasibility analysis on the land reclamation suitability of the mining area based on the monitoring result, and providing theoretical support for ecological environment restoration of the mining area.
A deep mining earth surface subsidence monitoring method combining full-field survey lines comprises the following steps:
1) Determining a mining area earth surface subsidence monitoring area; obtaining a trend observation line and a trend observation line position and length according to the cut position, the dip angle of the coal seam in the measuring area and the formation lithology information;
2) Adopting 25m intervals to arrange observation points, and arranging GNSS continuous monitoring points in the key monitoring area;
3) Monitoring the ground surface subsidence all the time and all the day by adopting the InSAR technology;
4) Monitoring the subsidence situation of the earth surface by using an UAV-LiDAR, and obtaining a digital ground model DEM of the earth surface at two moments;
5) And fusing the subsidence area obtained by the UAV-LiDAR with the subsidence boundary area obtained by the InSAR to obtain the complete subsidence basin.
In the step 1), the monitoring area is a rectangular area with the boundary trend of the working surface extending 1000m and the trend extending 1000 m.
In the step 2), the exposed head type measuring point is manufactured by adopting a reinforced concrete reinforcing steel bar method, and the height of the exposed head type measuring point is 0.25m higher than the ground by 25m.
In the step 3), an InSAR technology is adopted for monitoring, complex radar image coherent information of multiple phases of a remote sensing satellite is utilized for extracting vertical deformation of the earth surface, and a DEM of a monitoring area is generated through image registration, interferogram generation, land removing effect, phase unwrapping and geocoding.
In the step 4), a UAV-LiDAR monitoring mode is adopted to scan the two sides of the monitored ground surface in different time periods, a digital ground model DEM of the ground surface at two moments is obtained, and the ground surface subsidence value of the monitored area is obtained by subtracting the two-period DEM.
A land reclamation suitability evaluation system is constructed by combining land utilization current situation, gradient and soil basic data according to a land subsidence monitoring analysis result, and feasibility analysis is carried out on land reclamation suitability of a mining area.
The specific method comprises the following steps: according to the ground surface subsidence monitoring result, the change characteristics of the topography and the land are obtained, the land utilization status and the basic data of soil vegetation are combined, a land suitable type-land quality secondary evaluation system is constructed, and an evaluation index, an evaluation grade and a classification standard are respectively determined from four reclamation directions of a forest land, a garden land, a cultivated land and a grassland, so that a land reclamation suitability evaluation result is obtained.
The invention has the beneficial effects that:
1. the InSAR technology has all-weather and all-day imaging capability, large imaging area, rich information quantity and high precision; the UAV-LiDAR technology has low cost and flexible maneuver; the survey line method can improve the overall accuracy of monitoring the subsidence of the earth surface, and is convenient for verifying the feasibility of the method.
2. InSAR technology can monitor deformations within 0.1m of the sink basin rim; the UAV-LiDAR technology can rapidly acquire high-quality surface subsidence basin information in a mesoscale area, and can monitor subsidence deformation of the center of the subsidence basin more than 0.1 m; the line measurement method can monitor the subsidence deformation of all the areas; the combination of the three can obtain complete subsurface basin data.
3. The method combines a plurality of monitoring methods, overcomes the defects and shortcomings of a single monitoring method, is suitable for monitoring the subsidence of the earth surface of a deep mining area, can provide a precise comprehensive monitoring result, and has important reference value for the monitoring and analysis method of the subsidence of the earth surface under the relevant conditions.
4. And theoretical support is provided for restoration of the ecological environment of the mining area by evaluating and analyzing the land reclamation suitability of the mining area under deep mining.
Drawings
FIG. 1 is a flow chart of the method of the present invention.
FIG. 2 is a schematic diagram of a method for monitoring subsidence of a surface of a mining area according to an embodiment of the present invention.
Detailed Description
The following description of the embodiments of the present invention will be made with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all embodiments of the invention.
A deep mining earth surface subsidence monitoring method combining full-field survey lines comprises the following steps:
1) Determining a mining area earth surface subsidence monitoring area; obtaining a trend observation line and a trend observation line position and length according to the cut position, the dip angle of the coal seam in the measuring area and the formation lithology information;
2) Adopting 25m intervals to arrange observation points, and arranging GNSS continuous monitoring points in the key monitoring area;
3) Monitoring the ground surface subsidence all the time and all the day by adopting the InSAR technology;
4) Monitoring the subsidence situation of the earth surface by using an UAV-LiDAR, and obtaining a digital ground model DEM of the earth surface at two moments;
5) And fusing the subsidence area obtained by the UAV-LiDAR with the subsidence boundary area obtained by the InSAR to obtain the complete subsidence basin.
In the step 1), the monitoring area is a rectangular area with the boundary trend of the working surface extending 1000m and the trend extending 1000 m.
In the step 2), the exposed head type measuring point is manufactured by adopting a reinforced concrete reinforcing steel bar method, and the height of the exposed head type measuring point is 0.25m higher than the ground by 25m.
In the step 3), an InSAR technology is adopted for monitoring, complex radar image coherent information of multiple phases of a remote sensing satellite is utilized for extracting vertical deformation of the earth surface, and a DEM of a monitoring area is generated through image registration, interferogram generation, land removing effect, phase unwrapping and geocoding.
In the step 4), a UAV-LiDAR monitoring mode is adopted to scan the two sides of the monitored ground surface in different time periods, a digital ground model DEM of the ground surface at two moments is obtained, and the ground surface subsidence value of the monitored area is obtained by subtracting the two-period DEM.
A land reclamation suitability evaluation system is constructed by combining land utilization current situation, gradient and soil basic data according to a land subsidence monitoring analysis result, and feasibility analysis is carried out on land reclamation suitability of a mining area.
The specific method comprises the following steps: according to the ground surface subsidence monitoring result, the change characteristics of the topography and the land are obtained, the land utilization status and the basic data of soil vegetation are combined, a land suitable type-land quality secondary evaluation system is constructed, and an evaluation index, an evaluation grade and a classification standard are respectively determined from four reclamation directions of a forest land, a garden land, a cultivated land and a grassland, so that a land reclamation suitability evaluation result is obtained.
Example 1:
as shown in fig. 1, the deep mining surface subsidence monitoring method and the land reclamation suitability evaluation method by combining full-field survey lines comprise the following steps:
1. determining a ground subsidence monitoring region: the monitoring area is determined to be a rectangular area with the trend of the projection boundary of the ground surface of the working surface being prolonged by 1000m and the trend being prolonged by 1000m, so that the whole ground surface subsidence influence area can be covered.
2. According to the following:
and obtaining the length of the trend line and the trend line. Wherein H is the thickness of the surface soil layer, H1 and H2 are the mining depths, H0 is the average mining depth, 11 and 12 are the trend lengths of the working face respectively,for the surface soil movement angle, delta is the trend movement angle, gamma and beta are the upward and downward movement angles, delta, delta beta and delta gamma are the modified values of the corresponding angle amounts.
Obtaining the trend observation line and the trend observation line position according to information such as the cutting position, the inclination angle of the coal seam in the measuring area, the maximum sinking angle and the like; and (3) determining to arrange observation points at 25m intervals according to the coal seam mining depth, and arranging GNSS continuous monitoring points in the key monitoring area.
Monitoring the ground surface subsidence condition by adopting an InSAR technology, carrying out interference processing on imaging data before and after exploitation by adopting a mode of combining a two-track method and a DEM interferometry according to the imaging data of a sentinel No. 1 satellite to generate an interference phase map, inverting the topography phase of an interference simulation pair under the space geometric condition by utilizing an external DEM, and subtracting the topography phase by utilizing the interference phase to obtain a deformation phase; and obtaining deformation information caused by mining subsidence under geographic coordinates through subsequent phase unwrapping and geographic coding.
The ground subsidence condition is monitored by using the UAV-LiDAR, scanning is carried out on the same monitoring area in different time periods, digital ground models DEM of the ground surface at two moments are rapidly obtained through the steps of IE resolving, point cloud fusion, accuracy verification, point cloud filtering and the like, the ground subsidence value of the monitoring area can be obtained through subtracting the DEM at two periods, and meanwhile, the ground movement deformation parameters are obtained according to a dynamic parameter solving principle.
The earth surface subsidence condition is monitored by a survey line method, the earth surface subsidence condition is obtained by analyzing the observation result obtained regularly, and GNSS continuous observation points are distributed in a key area so as to determine the high-precision plane coordinates and the high-precision elevations of the points.
3. And fusing the UAV-LiDAR subsidence area with the InSAR obtained subsidence boundary area to obtain a high-precision completed subsidence basin, and finally comparing and analyzing the accurate subsidence value of each measuring point in the measuring line method with the contour line of the subsidence basin to verify the feasibility of the method.
4. According to the ground subsidence monitoring analysis result, combining with the basic data of land utilization state, gradient, soil and the like, constructing a land suitability class-land quality secondary evaluation system, and determining an evaluation index, an evaluation grade and a classification standard from four reclamation directions of a forest land, a garden land, a cultivated land and a grassland respectively to obtain a land reclamation suitability evaluation result.
As shown in FIG. 2, a spatial layout diagram of a mining area surface subsidence monitoring method is shown in an embodiment. a. The rectangular area formed by the four points b, c and d is a projection area of the deep working surface on the ground surface, the area trend is prolonged by 1000m, and the rectangular area obtained by extending the area trend by 1000m is used as a monitoring area of the method. Determining the positions of a trend measuring line L1 and two trend measuring lines L2 according to information such as the cutting position, the inclination angle of a coal seam in a measuring area, the maximum sinking angle and the like; the black round measuring points A, B, C, D, E, F, G, H, I, J, K, L, M, N are key area measuring points, GNSS continuous monitoring stations are arranged, and the measuring point spacing is 25m; performing full-field monitoring on the monitoring area by using a UAV-LiDAR technology and an InSAR technology, and fusing a UAV-LiDAR subsidence area and an InSAR subsidence boundary area to obtain a high-precision complete subsidence basin; the monitoring area is locally monitored by the survey line method, and the feasibility of the method can be accurately verified.
Claims (4)
1. A full-field survey line combined deep mining earth surface subsidence monitoring method is characterized by comprising the following steps:
1) Determining a mining area earth surface subsidence monitoring area; obtaining a trend observation line and a trend observation line position and length according to the cut position, the dip angle of the coal seam in the measuring area and the formation lithology information;
specific:
1.1 Determining a surface subsidence monitoring zone: the monitoring area is determined to be a rectangular area with the trend of the projection boundary of the ground surface of the working surface being prolonged by 1000m and the trend being prolonged by 1000m, so that the whole ground surface subsidence influence area can be covered;
1.2 According to:
and->
Obtaining the length of a trend line and a trend line; wherein H is the surface soil layer thickness, H1 and H2 are the mining depths, H0 is the average mining depth, l 1 、l 2 The trend lengths of the working surfaces are respectively,for the surface soil movement angle, delta is the trend movement angle, gamma and beta are the upward and downward movement angles, delta beta and delta gamma are the modification values of the corresponding angle amounts;
in the step 1), the monitoring area is a rectangular area with the boundary trend of the working face extending 1000m and the trend extending 1000 m;
2) Adopting 25m intervals to arrange observation points, and arranging GNSS continuous monitoring points in the key monitoring area;
3) Monitoring the ground surface subsidence all the time and all the day by adopting the InSAR technology; monitoring by adopting an InSAR technology, extracting vertical deformation of the earth surface by utilizing multi-phase complex radar image coherence information of a remote sensing satellite, and generating a DEM of a monitoring area through image registration, interferogram generation, land removing effect, phase unwrapping and geocoding;
4) Monitoring the subsidence situation of the earth surface by using an UAV-LiDAR, and obtaining a digital ground model DEM of the earth surface at two moments; in the step 4), a UAV-LiDAR monitoring mode is adopted to scan the two sides of the monitored ground surface in different time periods, a digital ground model DEM of the ground surface at two moments is obtained, and the ground surface subsidence value of the monitored area is obtained by subtracting the DEM at two periods;
5) And fusing the subsidence area obtained by the UAV-LiDAR with the subsidence boundary area obtained by the InSAR to obtain the complete subsidence basin.
2. The method for monitoring the subsidence of the deep mining surface by combining the full-field survey lines according to claim 1, wherein in the step 2), the exposed measuring points are manufactured by adopting a reinforced concrete reinforcing steel bar method, and the distance between the exposed measuring points is 0.25m higher than the ground.
3. A method for land reclamation suitability evaluation by using a deep mining surface subsidence monitoring method combined with full-field survey lines according to any one of claims 1 to 2, which is characterized in that: and constructing a land reclamation suitability evaluation system according to the ground subsidence monitoring analysis result and combining with the land utilization current situation, gradient and soil basic data, and carrying out feasibility analysis on the land reclamation suitability of the mining area.
4. The method for evaluating land reclamation suitability as recited in claim 3, characterized in that: the specific method comprises the following steps: according to the ground surface subsidence monitoring result, the change characteristics of the topography and the land are obtained, the land utilization status and the basic data of soil vegetation are combined, a land suitable type-land quality secondary evaluation system is constructed, and an evaluation index, an evaluation grade and a classification standard are respectively determined from four reclamation directions of a forest land, a garden land, a cultivated land and a grassland, so that a land reclamation suitability evaluation result is obtained.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202210262017.9A CN114674277B (en) | 2022-03-17 | 2022-03-17 | Deep mining earth surface subsidence monitoring method by combining full-field survey lines |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202210262017.9A CN114674277B (en) | 2022-03-17 | 2022-03-17 | Deep mining earth surface subsidence monitoring method by combining full-field survey lines |
Publications (2)
Publication Number | Publication Date |
---|---|
CN114674277A CN114674277A (en) | 2022-06-28 |
CN114674277B true CN114674277B (en) | 2023-11-10 |
Family
ID=82073673
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202210262017.9A Active CN114674277B (en) | 2022-03-17 | 2022-03-17 | Deep mining earth surface subsidence monitoring method by combining full-field survey lines |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN114674277B (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115262515B (en) * | 2022-07-25 | 2024-06-04 | 山东省鲁南地质工程勘察院 | Method for monitoring dynamic pre-reclamation earth volume construction of coal mining subsidence land |
CN116485218B (en) * | 2022-12-23 | 2024-06-25 | 中煤科工开采研究院有限公司 | Stability area dividing method and treatment time planning method for subsidence area |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108763822A (en) * | 2018-06-15 | 2018-11-06 | 安徽理工大学 | A kind of accurate recognition methods of coal mine gob space geometry feature based on depression monitoring |
CN111257870A (en) * | 2020-02-26 | 2020-06-09 | 安徽大学 | Coal mining subsidence ponding area underwater topography inversion method using InSAR monitoring data |
CN112577470A (en) * | 2020-10-27 | 2021-03-30 | 中国矿业大学 | Method and system for monitoring dynamic subsidence basin of mining area by fusion of UAV and InSAR |
CN113375753A (en) * | 2021-02-01 | 2021-09-10 | 西安科技大学 | Method for monitoring and analyzing influence of coal mine fully mechanized mining face mining on underground water |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AU2017305105B2 (en) * | 2016-08-03 | 2020-02-13 | 5Dtect IP Pty Ltd | Method and apparatus for monitoring elevation |
-
2022
- 2022-03-17 CN CN202210262017.9A patent/CN114674277B/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108763822A (en) * | 2018-06-15 | 2018-11-06 | 安徽理工大学 | A kind of accurate recognition methods of coal mine gob space geometry feature based on depression monitoring |
CN111257870A (en) * | 2020-02-26 | 2020-06-09 | 安徽大学 | Coal mining subsidence ponding area underwater topography inversion method using InSAR monitoring data |
CN112577470A (en) * | 2020-10-27 | 2021-03-30 | 中国矿业大学 | Method and system for monitoring dynamic subsidence basin of mining area by fusion of UAV and InSAR |
CN113375753A (en) * | 2021-02-01 | 2021-09-10 | 西安科技大学 | Method for monitoring and analyzing influence of coal mine fully mechanized mining face mining on underground water |
Non-Patent Citations (2)
Title |
---|
基于InSAR技术的矿区地表三维变形动态监测方法及废弃矿井采矿时空特征探测方法研究;江克贵;《中国优秀硕士学位论文全文数据库基础科学》(第2期);全文 * |
基于无人机LiDAR的榆神矿区采煤沉陷建模方法改进;汤伏全等;《煤炭学报》;第45卷(第7期);全文 * |
Also Published As
Publication number | Publication date |
---|---|
CN114674277A (en) | 2022-06-28 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN111927552B (en) | Sky-earth reconnaissance technology-based complex mountain area long and deep-buried tunnel reconnaissance method | |
CN114674277B (en) | Deep mining earth surface subsidence monitoring method by combining full-field survey lines | |
KR101927659B1 (en) | Method of determining representative site condition in buildings region | |
CN102938095B (en) | Mining subsidence monitoring and early warning method based on multi-source data | |
CN109031301A (en) | Alpine terrain deformation extracting method based on PSInSAR technology | |
CN102635059B (en) | Bridge investigation method | |
CN110455367B (en) | Engineering waste volume measuring method combining unmanned aerial vehicle and high-density resistivity method | |
Jiang et al. | A monitoring method integrating terrestrial laser scanning and unmanned aerial vehicles for different landslide deformation patterns | |
Zhang et al. | Predictable condition analysis and prediction method of SBAS-InSAR coal mining subsidence | |
Zhu et al. | Retrieval and prediction of three-dimensional displacements by combining the DInSAR and probability integral method in a mining area | |
Niraj et al. | Kotrupi landslide deformation study in non-urban area using DInSAR and MTInSAR techniques on Sentinel-1 SAR data | |
Guo et al. | Utilization of 3D laser scanning for stability evaluation and deformation monitoring of landslides | |
Li et al. | A global-scale DEM elevation correction model using ICESat-2 laser altimetry data | |
An et al. | Ground subsidence monitoring in based on UAV-LiDAR technology: a case study of a mine in the Ordos, China | |
Saputra et al. | The application of structure from motion (SfM) to identify the geological structure and outcrop studies | |
Barbarella et al. | Multi-temporal terrestrial laser scanning survey of a landslide | |
Liu et al. | A fine subsidence information extraction model based on multi-source inversion by integrating InSAR and leveling data | |
Bugajska et al. | Remote sensing monitoring of influence of underground mining in the area of the S3 Express Road | |
Gao et al. | Development of an imagewise stacking method to mitigate atmospheric effect with an application to Lianyan Railway | |
Tu et al. | Methods and experiments for collecting information and constructing models of bottom-layer contours in paddy fields | |
Indriani et al. | Geological structure model for recharge area in Patuha Geothermal Field | |
CN117876623B (en) | Mineral resource investigation digital terrain model generation method | |
Gao et al. | Accuracy comparison and analysis of interpolation methods in DEM generation with 3D laser point cloud data | |
Liu et al. | A New Deformation Enhancement Method based on Multi-temporal InSAR for Landslide Surface Stability Assessment | |
Zhang | Insar Collaborative Monitoring Mode and Multi-Mode Computing Services for Geohazards Identification in Open-Pit Mining Area |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |