CN106875382A - Tailings Dam size values extracting method and device - Google Patents

Tailings Dam size values extracting method and device Download PDF

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Publication number
CN106875382A
CN106875382A CN201710036344.1A CN201710036344A CN106875382A CN 106875382 A CN106875382 A CN 106875382A CN 201710036344 A CN201710036344 A CN 201710036344A CN 106875382 A CN106875382 A CN 106875382A
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dam
tailings dam
tailings
remote sensing
dam body
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王桥
肖如林
申文明
付卓
熊文成
侯鹏
史园莉
曹飞
毛学军
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SATELLITE ENVIRONMENT APPLICATION CENTER OF ENVIRONMENTAL PROTECTION DEPARTMENT
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SATELLITE ENVIRONMENT APPLICATION CENTER OF ENVIRONMENTAL PROTECTION DEPARTMENT
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    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06TIMAGE DATA PROCESSING OR GENERATION, IN GENERAL
    • G06T7/00Image analysis
    • G06T7/0002Inspection of images, e.g. flaw detection
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06TIMAGE DATA PROCESSING OR GENERATION, IN GENERAL
    • G06T17/00Three dimensional [3D] modelling, e.g. data description of 3D objects
    • G06T17/05Geographic models
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06TIMAGE DATA PROCESSING OR GENERATION, IN GENERAL
    • G06T2207/00Indexing scheme for image analysis or image enhancement
    • G06T2207/10Image acquisition modality
    • G06T2207/10032Satellite or aerial image; Remote sensing

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Abstract

The present invention discloses a kind of Tailings Dam size values extracting method and device, can fast and effeciently calculate Tailings Dam scale, and cost is relatively low.The method includes:Obtain the initial land form data before high-definition remote sensing data and the Tailings Dam construction of the Tailings Dam that pending size values are extracted;High-definition remote sensing data and initial land form data are carried out into registration;Based on high-definition remote sensing data, pair plane characteristic related to Tailings Dam scale carries out remote sensing recognition, obtains the related plane characteristic of Tailings Dam;The terrain analyses such as topographic profile are carried out using the initial land form data plane characteristic related to Tailings Dam, Tailings Dam key edge fit point elevation information in the vertical is obtained, the three-D space structure after being built using crucial edge fit point elevation information reconstruct Tailings Dam in the vertical;Based on the three-D space structure of reconstruct, the classification three-D space structure of the dam bodys at different levels according to Tailings Dam calculates the gross area, total height of dam and the aggregate storage capacity of Tailings Dam.

Description

Tailings Dam size values extracting method and device
Technical field
The present invention relates to Remote Sensing Data Processing and information extraction field, and in particular to a kind of Tailings Dam size values extraction side Method and device.
Background technology
Tailings Dam scale is the important parameter information of Tailings Dam, be determine Tailings Dam safety of surrounding environment material impact because Element, it has also become the field such as safety supervision, environmental protection to Tailings Dam carry out classification (the more big corresponding supervision standard of usual scale is higher, Supervision is also tighter) the important judging basis of supervision.Therefore, the accurate grasp to Tailings Dam scale this important information seems It is very crucial.But grasp of the field supervision department such as current safety supervision, environmental protection to information such as Tailings Dam scales mainly passes through place Investigation statisticses step by step are obtained, and some of which Tailings Dam enterprise is in order to reduce by supervision grade or not be put into emphasis supervision clearly It is single, related size values " can be unintentionally made a false report " intentionally (such as makes a report on storage capacity, height of dam, floor space, rule with less than actual conditions The Tailings Dam such as mould grade size values) so that relevant information distortion, has influence on corresponding supervision.And this made a false report Information, be on the one hand not easy directly to be found;Even if still further aspect is found that, go to adjust the cost of its actual value on the spot Also it is very big (needing the correlation three-dimensional engineering parameter of field survey Tailings Dam).Therefore exigence is a kind of quick effective, low The Tailings Dam size values acquisition methods of cost, are supervised with the verification strengthened to Tailings Dam size values.
The content of the invention
In view of this, for the distortion of Tailings Dam scale relevant information, the effective tail of shortage in current Tailings Dam investigation statisticses The problems such as ore deposit storehouse size values verify monitoring and managing method, the present invention proposes one kind based on high-definition remote sensing and terrain data, and Tailings Dam scale parameter is extracted using GIS (Geographic Information System, GIS-Geographic Information System) three dimensional analysis The technical method of information, is supervised, it is ensured that the quality of ground investigation statistical information with the verification strengthened to Tailings Dam size values.
On the one hand, the embodiment of the present invention proposes a kind of Tailings Dam size values extracting method, including:
Before the high-definition remote sensing data and the Tailings Dam of the Tailings Dam that S1, the pending size values of acquisition are extracted are built Initial land form data;
S2, the high-definition remote sensing data and initial land form data are calibrated;
S3, based on the high-definition remote sensing data, pair plane characteristic related to the Tailings Dam scale carries out remote sensing Identification, obtains the related plane characteristic of Tailings Dam, wherein, the related plane characteristic of the Tailings Dam includes the Tailings Dam totality The crucial edge fit point of bounds, the bounds of dam body at different levels and dam body at different levels and periphery landform;
S4, carry out the landform such as topographic profile point using the initial land form data plane characteristic related to the Tailings Dam Analysis, obtains crucial edge fit point elevation information in the vertical, and the elevation letter using the crucial edge fit point in the vertical Three-D space structure after the breath reconstruct Tailings Dam construction;
S5, the three-D space structure based on foregoing reconstruct, the classification three dimensions of the dam bodys at different levels according to the Tailings Dam Structure, calculates the gross area, total height of dam and the aggregate storage capacity of the Tailings Dam.
Optionally, the S2, including:
On the basis of the initial land form data, geometric exact correction is carried out by the high-definition remote sensing data, will The high-definition remote sensing data and initial land form data carry out registration.
Optionally, the S5, including:
The gross area A is calculated, computing formula isWherein, Area (Pi) (i=0,1 ..., n-1) It is i-stage dam body Pi projected areas in the horizontal plane, n-1 is the maximum series of the dam body of the Tailings Dam, and Area (Pn) is The reservoir area that the top dam body is formed projected area in the horizontal plane.
Optionally, the S5, including:
The crest elevation of top dam body and the dam bottom elevation of initial stage dam body are extracted, according to the crest elevation of the top dam body With total height of dam H described in the dam bottom grid DEM of initial stage dam body, computing formula isWherein,It is the top dam body Crest elevation,HIt is the dam bottom elevation of the initial stage dam body.
Optionally, the S5, including:
Excavation analysis is filled out in the classification three-D space structure of the dam bodys at different levels based on the Tailings Dam, development, calculates described each The volume of level dam body;
Aggregate storage capacity Vol described in volume calculations according to the dam bodys at different levels, computing formula isWherein, The appearance of the three dimensions that Vol (Pi) (i=0,1 ..., n-1) is surrounded by the surface of i-stage dam body Pi with initial land form surface Product, n-1 is the maximum series of the dam body of the Tailings Dam, and Vol (Pn) is the reservoir area and initial land form that the top dam body is formed The volume of the three dimensions that surface is surrounded.
On the other hand, the embodiment of the present invention proposes a kind of Tailings Dam size values extraction element, including:
Acquiring unit, high-definition remote sensing data and the tail for obtaining the Tailings Dam that pending size values are extracted Initial land form data before the construction of ore deposit storehouse;
Registration unit, for the high-definition remote sensing data and initial land form data to be carried out into registration;
Recognition unit, for based on the high-definition remote sensing data, pair plane related to the Tailings Dam scale to be special Levying carries out remote sensing recognition, obtains the related plane characteristic of Tailings Dam.Wherein, the related plane characteristic of the Tailings Dam includes described The crucial edge fit point of Tailings Dam general boundaries scope, the bounds of dam body at different levels and dam body at different levels and periphery landform;
Analytic unit, cuts open for carrying out landform based on the initial land form data plane characteristic related to the Tailings Dam The terrain analyses such as face, obtain crucial edge fit point elevation information in the vertical, and using the crucial edge fit point in longitudinal direction On elevation information reconstruct the three-D space structure after the Tailings Dam is built;
Computing unit, for the three-D space structure based on foregoing reconstruct, dam bodys at different levels according to the Tailings Dam point Level three-D space structure, calculates the gross area, total height of dam and the aggregate storage capacity of the Tailings Dam.
Optionally, the registration unit, specifically for:
On the basis of the initial land form data, by the way that the high-definition remote sensing data are carried out with geometrical registration and smart school Just, the high-definition remote sensing data and initial land form data are carried out into registration.
Optionally, the computing unit, specifically for:
The gross area A is calculated, computing formula isWherein, Area (Pi) (i=0,1 ..., n-1) It is i-stage dam body Pi projected areas in the horizontal plane, n-1 is the maximum series of the dam body of the Tailings Dam, and Area (Pn) is The reservoir area that the top dam body is formed projected area in the horizontal plane.
Optionally, the computing unit, specifically for:
The crest elevation of top dam body and the dam bottom elevation of initial stage dam body are extracted, according to the crest elevation of the top dam body With total height of dam H described in the dam bottom grid DEM of initial stage dam body, computing formula isWherein,It is the top dam body Crest elevation,HIt is the dam bottom elevation of the initial stage dam body.
Optionally, the computing unit, specifically for:
Excavation analysis is filled out in the classification three-D space structure of the dam bodys at different levels based on the Tailings Dam, development, calculates described each The volume of level dam body;
Aggregate storage capacity Vol described in volume calculations according to the dam bodys at different levels, computing formula isWherein, The appearance of the three dimensions that Vol (Pi) (i=0,1 ..., n-1) is surrounded by the surface of i-stage dam body Pi with initial land form surface Product, n-1 is the maximum series of the dam body of the Tailings Dam, and Vol (Pn) is the reservoir area and initial land form that the top dam body is formed The volume of the three dimensions that surface is surrounded.
Tailings Dam size values extracting method provided in an embodiment of the present invention and device, first by the high-resolution of Tailings Dam Initial land form data before remotely-sensed data and Tailings Dam construction carry out registration;The high-definition remote sensing data are based on afterwards, it is right The plane characteristic related to the Tailings Dam scale carries out remote sensing recognition, obtains the related plane characteristic of Tailings Dam;Then utilize The initial land form data plane characteristic related to the Tailings Dam carries out the terrain analyses such as topographic profile, obtains the key Edge fit point elevation information in the vertical, and reconstruct the Tailings Dam using crucial edge fit point elevation information in the vertical Three-D space structure after construction;The three-D space structure of foregoing reconstruct is finally based on, according to the dam bodys at different levels of the Tailings Dam Classification three-D space structure, calculate the gross area, total height of dam and the aggregate storage capacity of the Tailings Dam, the proposition of whole scheme Innovation One kind based on " space-based ", the remotely-sensed data of " space base " monitors the ground surface works such as Tailings Dam with the mode that terrain data is combined New approaches, can quickly effectively, low cost Tailings Dam size values are calculated so that improve to Tailings Dam scale believe Effective verification of breath and supervision, enhancing ensure the data matter of related Tailings Dam investigation statisticses information to the deterrent force of enterprise Amount, has positive effect to improving and strengthening the work of Tailings Dam environmental security management.
Brief description of the drawings
Fig. 1 is the schematic flow sheet of the embodiment of Tailings Dam size values extracting method one of the present invention;
Fig. 2 is the plane structure chart of certain Tailings Dam;
Fig. 3 is the entire block diagram of Tailings Dam size values calculating in one embodiment of the invention;
Fig. 4 is the entire block diagram of Tailings Dam size values calculating in another embodiment of the present invention;
Fig. 5 is the structural representation of the embodiment of Tailings Dam size values extraction element one of the present invention.
Specific embodiment
To make the purpose, technical scheme and advantage of the embodiment of the present invention clearer, below in conjunction with the embodiment of the present invention In accompanying drawing, the technical scheme in the embodiment of the present invention is explicitly described.Obviously, described embodiment is the present invention A part of embodiment, rather than whole embodiments.Based on the embodiment in the present invention, those of ordinary skill in the art are not having The every other embodiment obtained under the premise of creative work is made, the scope of protection of the invention is belonged to.
Firstly the need of explanation, Tailings Dam is typically on the basis of pre-existing topography is made full use of, by intercepting step by step Build a dam, form certain storage capacity, and stack mine tailing or solid waste wherein, feature is stacked step by step with an apparent point step.Therefore If using high-definition remote sensing data on the basis of fully Tailings Dam horizontal distribution characteristics are grasped, in comprehensive utilization Tailings Dam Fine initial land form data before construction, just can calculate the tails such as the gross area, total height of dam, the aggregate storage capacity of Tailings Dam with comprehensive inversion Ore deposit storehouse size values.Conventionally used remotely-sensed data and the precision of fine terrain data (DEM) are higher, the Tailings Dam being calculated Size values are relatively more accurate.The present invention is mainly suitable for mountain type, mountain valley-type this two classes Tailings Dam is close to, (this two classes Tailings Dam is accounted for More than the 75.5% of Tailings Dam sum), calculate effect preferable.
Referring to Fig. 1, the present embodiment discloses a kind of Tailings Dam size values extracting method, including:
Before the high-definition remote sensing data and the Tailings Dam of the Tailings Dam that S1, the pending size values of acquisition are extracted are built Initial land form data;
In the present embodiment, the data of acquisition mainly include high-definition remote sensing data and fine dem data.Wherein it is more smart The current trend of the times situation of true grasp Tailings Dam, high-definition remote sensing data are preferably newest trend of the times remotely-sensed data, and resolution ratio is most It is better than 2 meters (m) well.Terrain data is the initial land form data before Tailings Dam is built.For the purposes of there is more accurate result of calculation, Terrain data acquisition time preferably should not be too remote apart from Tailings Dam building time, and precision is preferable over 1:50000.Remotely-sensed data and The precision of dem data is higher, and the Tailings Dam size values being calculated are relatively more accurate.
S2, the high-definition remote sensing data and initial land form data are carried out into registration;
In a particular embodiment, registering process is mainly and (or control point, controls distant image with the initial land form data Deng other auxiliary reference systems) on the basis of, high-definition remote sensing data are carried out with geometrical registration and is processed with fine correction, so that high-resolution Rate remotely-sensed data and terrain data can be matched preferably in space orientation.
S3, based on the high-definition remote sensing data, pair plane characteristic related to the Tailings Dam scale carries out remote sensing Identification, obtains the related plane characteristic of Tailings Dam, wherein, the related plane characteristic of the Tailings Dam includes the Tailings Dam totality The crucial edge fit point of bounds, the bounds of dam body at different levels and dam body at different levels and periphery landform;
S4, carry out the landform such as topographic profile point using the initial land form data plane characteristic related to the Tailings Dam Analysis, obtains crucial edge fit point elevation information in the vertical, and the elevation letter using the crucial edge fit point in the vertical Three-D space structure after the breath reconstruct Tailings Dam construction;
S5, the three-D space structure based on foregoing reconstruct, the classification three dimensions of the dam bodys at different levels according to the Tailings Dam Structure, calculates the gross area, total height of dam and the aggregate storage capacity of the Tailings Dam.
Tailings Dam size values extracting method provided in an embodiment of the present invention, first by the high-definition remote sensing number of Tailings Dam Registration is carried out according to the initial land form data before being built with Tailings Dam;Afterwards be based on the high-definition remote sensing data, pair with it is described The related plane characteristic of the scale of Tailings Dam carries out remote sensing recognition, obtains the related plane characteristic of Tailings Dam;Then using described The initial land form data plane characteristic related to the Tailings Dam carries out the terrain analyses such as topographic profile, obtains the crucial edge fit Point elevation information in the vertical, and reconstruct the Tailings Dam construction using crucial edge fit point elevation information in the vertical Three-D space structure afterwards;Be finally based on the three-D space structure of foregoing reconstruct, the dam bodys at different levels according to the Tailings Dam point Level three-D space structure, calculate the gross area, total height of dam and the aggregate storage capacity of the Tailings Dam, and whole scheme Innovation proposes one Plant and the new of the ground surface works such as Tailings Dam is monitored with the mode that terrain data is combined based on " space-based ", the remotely-sensed data of " space base " Tailings Dam size values quickly effective, low cost can be calculated, so as to improve to Tailings Dam size values by thinking Supervision is effectively verified, enhancing ensures the quality of data of related Tailings Dam investigation statisticses information, to complete to the deterrent force of enterprise Kind and reinforcing Tailings Dam environmental security management work has positive effect.
On the basis of preceding method embodiment, the S5 can include following figure not shown in the step of:
The gross area A is calculated, computing formula isWherein, Area (Pi) (i=0,1 ..., n-1) It is i-stage dam body Pi projected areas in the horizontal plane, n-1 is the maximum series of the dam body of the Tailings Dam, and Area (Pn) is The reservoir area that the top dam body is formed projected area in the horizontal plane.
The plane structure chart of certain Tailings Dam is illustrated in figure 2, in Fig. 2, Pi (i=0 ..., 7) represents the i-th of the Tailings Dam Level dam body, P8 represents the reservoir area that top dam body is formed, and H0 represents the dam bottom elevation of the initial stage dam body of the Tailings Dam, Hi (i= 1 ..., 7) the dam bottom elevation of the i-stage dam body of the Tailings Dam is represented, H8 represents the 7th grade of crest elevation of dam body of the Tailings Dam. The gross area of the Tailings Dam
On the basis of preceding method embodiment, the S5 can include following figure not shown in the step of:
The crest elevation of top dam body and the dam bottom elevation of initial stage dam body are extracted, according to the crest elevation of the top dam body With total height of dam H described in the dam bottom grid DEM of initial stage dam body, computing formula isWherein,It is the top dam body Crest elevation,HIt is the dam bottom elevation of the initial stage dam body.
It is understood that dam body always connects at two ends with the massif on periphery or other landforms in the horizontal, Er Qiejie Contact portion point exactly dam body height and the consistent place of periphery Terrain Elevation, therefore, it can by obtaining and dam body connecting position Landform altitude estimate the elevation of dam crest.It is also possible to be estimated by checking the elevation of the minimum point of landform on dam body line The minimum point height of dam body.Then topographic profile line analysis can be carried out by dam body, the topographic profile from dam body line obtains dam Minimum point height on the landform altitude and hatching of body joint, you can obtain the crest elevation and dam bottom elevation of dam body.If There is multistage dam, then the comprehensive crest elevation with top dam body calculates total height of dam of Tailings Dam with the lowest elevation of initial dam.
The computational methods of total height of dam of the Tailings Dam, the Tailings Dam shown in Fig. 2 are still illustrated by taking the Tailings Dam shown in Fig. 2 as an example Total height of dam be that the crest elevation of the top dam body for most pushing up subtracts the dam bottom elevation of initial stage dam body, i.e.,:H=H8-H0.
On the basis of preceding method embodiment, the S5 can include following figure not shown in the step of:
Excavation analysis is filled out in the classification three-D space structure of the dam bodys at different levels based on the Tailings Dam, development, calculates described each The volume of level dam body (or reservoir area);
Aggregate storage capacity Vol described in volume calculations according to the dam bodys (or reservoir area) at different levels, computing formula isWherein, surfaces and initial land form surface institute of the Vol (Pi) (i=0,1 ..., n-1) for i-stage dam body Pi The volume of the three dimensions for surrounding, n-1 is the maximum series of the dam body of the Tailings Dam, and Vol (Pn) is the top dam body shape Into the volume of three dimensions that is surrounded of reservoir area and initial land form surface.
It is understood that the storage capacity of Tailings Dam can be (high in certain absolute altitude approximately through calculating in the range of Tailings Dam Journey) under volume obtain, and this volume size is related to the landform situation in the range of Tailings Dam.Based on DEM terrain datas, profit With analysis by measure instrument (filling out excavation instrument), need to carry out the scope of volume calculations along Tailings Dam boundary mapping, and be input into meter Absolute altitude is calculated, the volume in the range of this under absolute altitude just can be calculated.The absolute altitude of input if the crest elevation of Tailings Dam design, Just can be evaluated whether the design storage capacity of Tailings Dam;If input is the current crest elevation of Tailings Dam, Tailings Dam is just can be evaluated whether Current full storage capacity.Because tailings warehouse dam body is typically a point step piling up step by step, in order to improve the precision of calculating, then a point platform is needed Rank step-by-step calculation storage capacity and it is cumulative obtain aggregate storage capacity, and the calculating absolute altitude of dam bodys at different levels is correspondence dam body during point step step-by-step calculation Crest elevation.
The computational methods of the aggregate storage capacity of the Tailings Dam are still illustrated by taking the Tailings Dam shown in Fig. 2 as an example, the Tailings Dam shown in Fig. 2 Aggregate storage capacity be 8 dam body surfaces to the volume sum between initial land form surface, along with described top dam body is formed Reservoir area to initial land form surface volume sum, i.e.,:Wherein, Vol (Pi) (i=0,1 ..., n-1) is the In the range of the i grades of volume of dam body Pi, as i-stage dam body Pi, to build preceding initial land form surface as filling datum level, with H (i+ 1) be fill absolute altitude packed space;Vol (P8) is in the range of the reservoir area that the top dam body is formed, to build preceding initial land form Surface is filling datum level, take H8 as the packed space for filling absolute altitude.
The entire block diagram that Tailings Dam size values are calculated in one embodiment of the invention is illustrated in figure 3, referring to Fig. 3, first It is the process of Data Collection, that is, obtains the primitively figurate number before high-definition remote sensing data and the Tailings Dam construction of Tailings Dam According to;Afterwards the process of data prediction, i.e., processed the high-definition remote sensing data by geometrical registration and fine correction and Initial land form data carry out registration;Followed by the process of remote sensing recognition, i.e., based on the high-definition remote sensing data, pair with it is described The related plane characteristic of Tailings Dam scale carries out remote sensing recognition, obtains the related plane characteristic of Tailings Dam, including the Tailings Dam The crucial edge fit point of general boundaries scope, the bounds of dam body at different levels and dam body at different levels and periphery landform, it is determined that mine tailing The gross area of the calculating Tailings Dam by after the bounds of the dam bodys at different levels (or reservoir area) in storehouse, the same previous embodiment of process, Here is omitted;Followed by the process of the terrain analysis such as topographic profile, i.e., using the initial land form data to the mine tailing The related plane characteristic in storehouse carries out topographic profile analysis, obtains Tailings Dam topography profile feature in the vertical, goes forward side by side one Step obtains the elevation of the dam body at different levels, calculates total height of dam of the Tailings Dam;It is finally the process of storage capacity calculating, i.e., based on institute The elevation and bounds of dam bodys at different levels (or reservoir area) are stated, using the storehouse for filling out the excavation instrument calculating dam bodys (or reservoir area) at different levels Hold, and the cumulative aggregate storage capacity for obtaining the Tailings Dam.
The entire block diagram of Tailings Dam size values calculating in another embodiment of the present invention is illustrated in figure 4, referring to Fig. 4.One Aspect, by means of high-definition remote sensing data, obtains the planar structure information of Tailings Dam, including Tailings Dam bounds, at different levels Crucial edge fit point position of the position of dam body and scope, dam body and periphery landform etc.;Another aspect initial land form data are provided Topographical surface data before construction, can additionally obtain the elevation information in the range of Tailings Dam in the vertical, especially dam body two Hold the elevation with (landform at usual this edge fit does not change, and is in dam body contour) at the landform edge fit of periphery;So The elevation information in horizontal structure information and longitudinal direction based on foregoing acquisition, is calculated by comprehensive inversion afterwards, reconstructs Tailings Dam Three-D space structure.Tailings Dam three-D space structure is calculated using topographic profile analysis, geometric area, fills out digging once setting up The GIS such as square three-dimensional spatial analysis comprehensive analysis methods just can calculate total height of dam, the gross area and aggregate storage capacity.Certainly according to Tailings Dam Graded features, generally calculated using classification, the mode of cumulative summation is improving computational accuracy.
Referring to Fig. 5, the present embodiment discloses a kind of Tailings Dam size values extraction element, including:
Acquiring unit 1, for obtaining high-definition remote sensing data of the Tailings Dam that pending size values are extracted and described Initial land form data before Tailings Dam construction;
Registration unit 2, for the high-definition remote sensing data and initial land form data to be carried out into registration;
In the present embodiment, the registration unit specifically can be used for:
On the basis of the initial land form data (or control point, control other auxiliary reference systems such as distant image), by right The high-definition remote sensing data carry out geometrical registration and fine correction, by the high-definition remote sensing data and initial land form data Carry out registration.
Recognition unit 3, for based on the high-definition remote sensing data, pair plane related to the Tailings Dam scale to be special Levying carries out remote sensing recognition, obtains the related plane characteristic of Tailings Dam.Wherein, the related plane characteristic of the Tailings Dam includes described The crucial edge fit point of Tailings Dam general boundaries scope, the bounds of dam body at different levels and dam body at different levels and periphery landform;
Analytic unit 4, for carrying out landform based on the initial land form data plane characteristic related to the Tailings Dam The terrain analyses such as section, obtain crucial edge fit point elevation information in the vertical, and using the crucial edge fit point vertical Upward elevation information reconstructs the three-D space structure after the Tailings Dam is built;
Computing unit 5, for the three-D space structure based on foregoing reconstruct, dam bodys at different levels according to the Tailings Dam point Level three-D space structure, calculates the gross area, total height of dam and the aggregate storage capacity of the Tailings Dam.
In the present embodiment, the computing unit specifically can be used for:
The gross area A is calculated, computing formula isWherein, Area (Pi) (i=0,1 ..., n-1) It is i-stage dam body Pi projected areas in the horizontal plane, n-1 is the maximum series of the dam body of the Tailings Dam, and Area (Pn) is The reservoir area that the top dam body is formed projected area in the horizontal plane;
The crest elevation of top dam body and the dam bottom elevation of initial stage dam body are extracted, according to the crest elevation of the top dam body With total height of dam H described in the dam bottom grid DEM of initial stage dam body, computing formula isWherein,It is the top dam body Crest elevation,HIt is the dam bottom elevation of the initial stage dam body;With
Excavation analysis is filled out in the classification three-D space structure of the dam bodys at different levels based on the Tailings Dam, development, calculates described each The volume of level dam body (or reservoir area);
Aggregate storage capacity Vol described in volume calculations according to the dam bodys (or reservoir area) at different levels, computing formula isWherein, Vol (Pi) (i=0,1 ..., n-1) is the surface and initial land form surface of i-stage dam body Pi The volume of the three dimensions for being surrounded, n-1 is the maximum series of the dam body of the Tailings Dam, and Vol (Pn) is the top dam body The volume of the three dimensions that the reservoir area of formation is surrounded with initial land form surface.
Tailings Dam size values extraction element provided in an embodiment of the present invention, first by the high-definition remote sensing number of Tailings Dam Registration is carried out according to the initial land form data before being built with Tailings Dam;Afterwards be based on the high-definition remote sensing data, pair with it is described The related plane characteristic of Tailings Dam scale carries out remote sensing recognition, obtains the related plane characteristic of Tailings Dam;Then the original is utilized The beginning terrain data plane characteristic related to the Tailings Dam carries out the terrain analyses such as topographic profile, obtains the crucial edge fit point After elevation information in the vertical, and the utilization crucial edge fit point elevation information reconstruct in the vertical Tailings Dam construction Three-D space structure;The three-D space structure of foregoing reconstruct is finally based on, the classification of the dam bodys at different levels according to the Tailings Dam Three-D space structure, calculates the gross area, total height of dam and the aggregate storage capacity of the Tailings Dam.Whole scheme Innovation proposes one kind The new think of of the ground surface works such as Tailings Dam is monitored with the mode that terrain data is combined based on " space-based ", the remotely-sensed data of " space base " Tailings Dam size values quickly effective, low cost can be calculated, so as to improve have to Tailings Dam size values by road Effect is verified and supervision, and enhancing ensures the quality of data of related Tailings Dam investigation statisticses information, to complete to the deterrent force of enterprise Kind and reinforcing Tailings Dam environmental security management work has positive effect.
It should be understood by those skilled in the art that, embodiments herein can be provided as method, system or computer program Product.Therefore, the application can be using the reality in terms of complete hardware embodiment, complete software embodiment or combination software and hardware Apply the form of example.And, the application can be used and wherein include the computer of computer usable program code at one or more The computer program implemented in usable storage medium (including but not limited to magnetic disk storage, CD-ROM, optical memory etc.) is produced The form of product.
The application is the flow with reference to method, equipment (system) and computer program product according to the embodiment of the present application Figure and/or block diagram are described.It should be understood that every first-class during flow chart and/or block diagram can be realized by computer program instructions The combination of flow and/or square frame in journey and/or square frame and flow chart and/or block diagram.These computer programs can be provided The processor of all-purpose computer, special-purpose computer, Embedded Processor or other programmable data processing devices is instructed to produce A raw machine so that produced for reality by the instruction of computer or the computing device of other programmable data processing devices The device of the function of being specified in present one flow of flow chart or multiple one square frame of flow and/or block diagram or multiple square frames.
These computer program instructions may be alternatively stored in can guide computer or other programmable data processing devices with spy In determining the computer-readable memory that mode works so that instruction of the storage in the computer-readable memory is produced and include finger Make the manufacture of device, the command device realize in one flow of flow chart or multiple one square frame of flow and/or block diagram or The function of being specified in multiple square frames.
These computer program instructions can be also loaded into computer or other programmable data processing devices so that in meter Series of operation steps is performed on calculation machine or other programmable devices to produce computer implemented treatment, so as in computer or The instruction performed on other programmable devices is provided for realizing in one flow of flow chart or multiple flows and/or block diagram one The step of function of being specified in individual square frame or multiple square frames.
It should be noted that herein, such as first and second or the like relational terms are used merely to a reality Body or operation make a distinction with another entity or operation, and not necessarily require or imply these entities or deposited between operating In any this actual relation or order.And, term " including ", "comprising" or its any other variant be intended to Nonexcludability is included, so that process, method, article or equipment including a series of key elements not only will including those Element, but also other key elements including being not expressly set out, or also include being this process, method, article or equipment Intrinsic key element.In the absence of more restrictions, the key element limited by sentence "including a ...", it is not excluded that Also there is other identical element in process, method, article or equipment including the key element.Term " on ", D score etc. refers to The orientation or position relationship for showing are, based on orientation shown in the drawings or position relationship, to be for only for ease of the description present invention and simplify Description, must be with specific orientation, with specific azimuth configuration and behaviour rather than the device or element for indicating or imply meaning Make, therefore be not considered as limiting the invention.Unless otherwise clearly defined and limited, term " installation ", " connected ", " connection " should be interpreted broadly, for example, it may be being fixedly connected, or being detachably connected, or be integrally connected;Can be Mechanically connect, or electrically connect;Can be joined directly together, it is also possible to be indirectly connected to by intermediary, can be two The connection of element internal.For the ordinary skill in the art, can as the case may be understand above-mentioned term at this Concrete meaning in invention.
In specification of the invention, numerous specific details are set forth.Although it is understood that, embodiments of the invention can Put into practice with the case of without these details.In some instances, known method, structure and skill is not been shown in detail Art, so as not to obscure the understanding of this description.Similarly, it will be appreciated that disclose and help understand each to simplify the present invention One or more in individual inventive aspect, in above to the description of exemplary embodiment of the invention, of the invention each is special Levying in be grouped together into sometimes single embodiment, figure or descriptions thereof.However, should not be by the method solution of the disclosure Release and be intended in reflection is following:The feature that i.e. the present invention for required protection requirement ratio is expressly recited in each claim is more Many features.More precisely, as the following claims reflect, inventive aspect is less than single reality disclosed above Apply all features of example.Therefore, it then follows thus claims of specific embodiment are expressly incorporated in the specific embodiment, Wherein each claim is in itself as separate embodiments of the invention.It should be noted that in the case where not conflicting, this The feature in embodiment and embodiment in application can be mutually combined.The invention is not limited in any single aspect, Any single embodiment is not limited to, any combination and/or the displacement of these aspects and/or embodiment is also not limited to.And And, can be used alone it is of the invention each aspect and/or embodiment or with it is one or more other aspect and/or its implementation Example is used in combination.
Finally it should be noted that:Various embodiments above is merely illustrative of the technical solution of the present invention, rather than its limitations;To the greatest extent Pipe has been described in detail with reference to foregoing embodiments to the present invention, it will be understood by those within the art that:Its according to The technical scheme described in foregoing embodiments can so be modified, or which part or all technical characteristic are entered Row equivalent;And these modifications or replacement, the essence of appropriate technical solution is departed from various embodiments of the present invention technology The scope of scheme, it all should cover in the middle of the scope of claim of the invention and specification.

Claims (10)

1. a kind of Tailings Dam size values extracting method, it is characterised in that including:
Original before the high-definition remote sensing data of the Tailings Dam that S1, the pending size values of acquisition are extracted and Tailings Dam construction Beginning terrain data;
S2, the high-definition remote sensing data and initial land form data are carried out into registration;
S3, based on the high-definition remote sensing data, pair plane characteristic related to the Tailings Dam scale carries out remote sensing recognition, The related plane characteristic of Tailings Dam is obtained, wherein, the related plane characteristic of the Tailings Dam includes the Tailings Dam general boundaries The crucial edge fit point of scope, the bounds of dam body at different levels and dam body at different levels and periphery landform;
S4, the terrain analyses such as topographic profile are carried out using the initial land form data plane characteristic related to the Tailings Dam, Obtain crucial edge fit point elevation information in the vertical, and the elevation information weight using the crucial edge fit point in the vertical Three-D space structure after Tailings Dam construction described in structure;
S5, the three-D space structure based on foregoing reconstruct, the classification three-D space structure of the dam bodys at different levels according to the Tailings Dam, Calculate the gross area, total height of dam and the aggregate storage capacity of the Tailings Dam.
2. method according to claim 1, it is characterised in that the S2, including:
On the basis of the initial land form data, geometrical registration and fine correction are carried out by the high-definition remote sensing data, The high-definition remote sensing data and initial land form data are carried out into registration.
3. method according to claim 1 and 2, it is characterised in that the S5, including:
The gross area A is calculated, computing formula isWherein, Area (Pi) (i=0,1 ..., n-1) is i-th Level dam body Pi projected areas in the horizontal plane, n-1 is the maximum series of the dam body of the Tailings Dam, and Area (Pn) is the top The reservoir area that level dam body is formed projected area in the horizontal plane.
4. method according to claim 1 and 2, it is characterised in that the S5, including:
Extract the crest elevation of top dam body and the dam bottom elevation of initial stage dam body, the crest elevation according to the top dam body and just Total height of dam H described in the dam bottom grid DEM of phase dam body, computing formula isWherein,It is the dam of the top dam body Crest level,HIt is the dam bottom elevation of the initial stage dam body.
5. method according to claim 1 and 2, it is characterised in that the S5, including:
Excavation analysis is filled out in the classification three-D space structure of the dam bodys at different levels based on the Tailings Dam, development, calculates the dams at different levels The volume of body;
Aggregate storage capacity Vol described in volume calculations according to the dam bodys at different levels, computing formula isWherein, Vol (Pi) volume of the three dimensions that (i=0,1 ..., n-1) is surrounded by the surface of i-stage dam body Pi with initial land form surface, n- 1 is the maximum series of the dam body of the Tailings Dam, and Vol (Pn) is the reservoir area and initial land form surface institute that the top dam body is formed The volume of the three dimensions for surrounding.
6. a kind of Tailings Dam size values extraction element, it is characterised in that including:
Acquiring unit, high-definition remote sensing data and the Tailings Dam for obtaining the Tailings Dam that pending size values are extracted Initial land form data before construction;
Registration unit, for the high-definition remote sensing data and initial land form data to be carried out into registration;
Recognition unit, for based on the high-definition remote sensing data, pair plane characteristic related to the Tailings Dam scale to enter Row remote sensing recognition, obtains the related plane characteristic of Tailings Dam, wherein, the related plane characteristic of the Tailings Dam includes the mine tailing The crucial edge fit point of storehouse general boundaries scope, the bounds of dam body at different levels and dam body at different levels and periphery landform;
Analytic unit, for carrying out topographic profile etc. based on the initial land form data plane characteristic related to the Tailings Dam Terrain analysis, obtain crucial edge fit point elevation information in the vertical, and using the crucial edge fit point in the vertical Elevation information reconstructs the three-D space structure after the Tailings Dam is built;
Computing unit, for the three-D space structure based on foregoing reconstruct, the classification three of the dam bodys at different levels according to the Tailings Dam Dimension space structure, calculates the gross area, total height of dam and the aggregate storage capacity of the Tailings Dam.
7. device according to claim 6, it is characterised in that the registration unit, specifically for:
On the basis of the initial land form data, geometrical registration and fine correction are carried out by the high-definition remote sensing data, The high-definition remote sensing data and initial land form data are carried out into registration.
8. the device according to claim 6 or 7, it is characterised in that the computing unit, specifically for:
The gross area A is calculated, computing formula isWherein, Area (Pi) (i=0,1 ..., n-1) is i-th Level dam body Pi projected areas in the horizontal plane, n-1 is the maximum series of the dam body of the Tailings Dam, and Area (Pn) is the top The reservoir area that level dam body is formed projected area in the horizontal plane.
9. the device according to claim 6 or 7, it is characterised in that the computing unit, specifically for:
Extract the crest elevation of top dam body and the dam bottom elevation of initial stage dam body, the crest elevation according to the top dam body and just Total height of dam H described in the dam bottom grid DEM of phase dam body, computing formula isWherein,It is the dam of the top dam body Crest level,HIt is the dam bottom elevation of the initial stage dam body.
10. the device according to claim 6 or 7, it is characterised in that the computing unit, specifically for:
Excavation analysis is filled out in the classification three-D space structure of the dam bodys at different levels based on the Tailings Dam, development, calculates the dams at different levels The volume of body;
Aggregate storage capacity Vol described in volume calculations according to the dam bodys at different levels, computing formula isWherein, Vol (Pi) volume of the three dimensions that (i=0,1 ..., n-1) is surrounded by the surface of i-stage dam body Pi with initial land form surface, n- 1 is the maximum series of the dam body of the Tailings Dam, reservoir area and initial land form surface that Vol (Pn) is formed by the top dam body The volume of the three dimensions for being surrounded.
CN201710036344.1A 2017-01-17 2017-01-17 Tailings Dam size values extracting method and device Pending CN106875382A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109269555A (en) * 2018-09-03 2019-01-25 空中梦想(北京)科技有限公司 System and method is monitored based on unmanned plane and the Safety of Tailings Dam of dimensional Modeling Technology
CN111292325A (en) * 2020-03-31 2020-06-16 中国地质调查局西安地质调查中心(西北地质科技创新中心) Fluorite ore identification method and system based on remote sensing technology
CN112966570A (en) * 2021-02-07 2021-06-15 山东锋士信息技术有限公司 Reservoir water storage capacity metering method based on satellite remote sensing and DEM data

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102661710A (en) * 2012-04-26 2012-09-12 铁道第三勘察设计院集团有限公司 Remote sensing quick surveying method of landslide glide quantity parameter

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102661710A (en) * 2012-04-26 2012-09-12 铁道第三勘察设计院集团有限公司 Remote sensing quick surveying method of landslide glide quantity parameter

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
王桥: "《区域生态保护的遥感监管方法与应用》", 30 March 2015 *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109269555A (en) * 2018-09-03 2019-01-25 空中梦想(北京)科技有限公司 System and method is monitored based on unmanned plane and the Safety of Tailings Dam of dimensional Modeling Technology
CN111292325A (en) * 2020-03-31 2020-06-16 中国地质调查局西安地质调查中心(西北地质科技创新中心) Fluorite ore identification method and system based on remote sensing technology
CN112966570A (en) * 2021-02-07 2021-06-15 山东锋士信息技术有限公司 Reservoir water storage capacity metering method based on satellite remote sensing and DEM data
CN112966570B (en) * 2021-02-07 2023-06-02 山东锋士信息技术有限公司 Reservoir water storage capacity metering method based on satellite remote sensing and DEM data

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