CN101236665A - Crossing ridge line design method based on digital height model DEM - Google Patents
Crossing ridge line design method based on digital height model DEM Download PDFInfo
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- CN101236665A CN101236665A CNA200810069413XA CN200810069413A CN101236665A CN 101236665 A CN101236665 A CN 101236665A CN A200810069413X A CNA200810069413X A CN A200810069413XA CN 200810069413 A CN200810069413 A CN 200810069413A CN 101236665 A CN101236665 A CN 101236665A
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Abstract
The present invention discloses a ridge crossing line design method based on digital elevation model DEM, comprising the following steps of building a digital terrain model in a line selection area on the basis of a DEM, appointing the starting point and the end point of a ridge crossing line, analyzing the land feature in an alignment zone, determining a pass control point and designing an up line and a down line piecewise, drawing a preliminary slope according to average gradient, distinguishing the average gradient, collocating transitional gradient, merging and adjusting intersection points, merging and adjusting gradient change points and evaluating the proposal. The method of the present invention can effectively and fully utilize the functions of computers, has computers automatically finish the paper location calculation work which cannot be finished manually, improve work efficiency dozens of times than manual line selection, can guarantee line selection quality, and can acquire a ridge crossing route proposal with the minimum earthwork volume and the lowest construction cost under given conditions.
Description
Technical field
The present invention relates to a kind of computing machine automatic route selection method based on digital elevation model (DEM, Digital Elevation Model).This method is mainly used in highway, the section of railway when the main consideration landforms (landform) and the gradient substitutes artificial route selection operation.
Background technology
Digital elevation model (DEM, Digital Elevation Model) is the ground elevation point bit data of reflection landforms and the set of elevation and interpolation software, is mainly used in topographic mapping and asks for arbitrfary point, ground elevation.It back range of application occurs and constantly enlarges, and is mainly used in civil engineering at present and reconnoitres interactive application in the design, comprises morphologic analysis, view analysis and emulation, place design, Ping Ji and the analysis of prices etc.The main deficiency that the existing application technology exists is: computing machine is the visualization interface as the electronics topomap, drafting of design proposal must just can be finished by means of the manual intervention operation, and interactive application designer workload is bigger, does not give full play to the effect of DEM.
And the routing method of present ridge crossing line mainly is to carry out on the papery topomap, by experienced operating personnel, between the reference mark of determining, try sloping alignment, make leading line according to manually putting the slope, determine intersection point on this basis and join suitable curve element, form complete ridge crossing line.Therefore this method is not only also utilized the DEM technology, does not more have the automatic route selection technology of EDM, and efficient is very low, optimizes possibility and difficult quality control hardly.
In sum, the subject matter of existing method existence is:
1, scheme limited amount, artificial paper selection method is generally only made 2 scheme comparisons, is difficult to find preferred plan.
2, artificial paper route selection and computer interactive route selection, work industry efficient is all lower, does not give full play to the function and the effect of computing machine.
3, existing method has bigger empirical and subjectivity, lacks consistent standard, and the factor of taking into account is limited, also causes the evaluate alternatives difficulty.
Summary of the invention
At the prior art above shortcomings, the purpose of this invention is to provide and a kind ofly can fully use the EDM data, that the alignment quality is higher, the speed method and system of the automatic alignment of computing machine faster.
The object of the present invention is achieved like this: a kind of ridge crossing line method for designing based on digital elevation model DEM comprises the steps:
(1), sets up route selection district digital terrain model based on digital elevation model; (2) specify ridge crossing line starting point and terminal point; (3) landforms in the alignment zone are analyzed; (4) determine bealock reference mark and step-by-step design uplink and downlink circuit; (5) tentatively draw the slope by average gradient; (6) average gradient is differentiated; (7) transitional gradient is arranged; (8) intersection point merges adjustment; (9) knick point merges adjustment; (10) evaluate alternatives.
Compared to existing technology, the present invention has following beneficial effect:
1, utilizes the function of computing machine more effectively, fully, the evaluation work that present artificial paper location of line can't be finished is at all finished automatically by computing machine.
2, design can be found optimum scheme during ridge crossing line fast between 2 o'clock, generally can exceedance minute, and artificial route selection improves tens of times of work efficiency.
3, the quality of route selection can guarantee.To given route selection district and landform, and given technical requirement, can search out and both satisfy the optimum condition of the vertical combination of linear technical requirement peace.
4, under specified criteria, can try to achieve the minimum mountain range route plan more of earthwork minimum, cost.A plurality of projects on average manually will save cost about 10 ~ 20% than selected line with existing method contrast.
5, enlarged the engineering range of application of digital elevation model (DEM), made it can produce direct economic benefit.
Description of drawings
Fig. 1 is the inventive method design flow diagram.
Fig. 2 is the ridge crossing line synoptic diagram according to the inventive method design.
Embodiment
The present invention is the computing machine automatic route selection method based on digital elevation model (DEM, Digital Elevation Model).Be mainly used in highway, railway in the main alternative artificial route selection operation of section when considering the landforms (landform) and the gradient, have practicality, quick advantage.
As shown in Figure 1, the present invention is based on the ridge crossing line method for designing of digital elevation model DEM, comprise the steps:
(1), sets up route selection district digital terrain model based on digital elevation model DEM;
(2) specify ridge crossing line starting point and terminal point;
(3) landforms in the alignment zone being analyzed, mainly is to carry out gradient subregion according to ground elevation, marks off flat zone, medium gradient district, abrupt slope district and overhanging cliff district;
(4) determining the bealock reference mark, mainly is to extract the bealock point automatically, and finds out the minimum bealock route of naming a person for a particular job and be divided into two sections or multistage.Design respectively from bealock and to go up a hill and go down the hill route;
(5) tentatively draw the slope by average gradient.Drawing slope (promptly putting the slope) is to ask intersection according to the gradient of design along ground from slope section starting point, thereby finds out the planimetric position of stretch line.Between the reference mark, calculate the average gradient gradient according to horizontal range and the discrepancy in elevation, be lower than this gradient and also ground allow the some gradients of big longitudinal gradient (the domatic normal direction gradient) are tried to put, therefrom select best one then.End points is continued to put forward the slope as the reference mark.
(6) differentiation of optimum line (average gradient): main horizontal alignment condition, landforms descending grade ratio according to certain route satisfies situation and digs amount of fill and differentiate.
(7) transitional gradient is arranged: form automatically according to landforms when route is put examination slope, slope.
(8) plane point of intersection merges and adjusts: according to the sloping line of putting of landforms is irregular.Mainly it is carried out match with different horizontal curve combinations, obtain the linear scheme of best-fit.This scheme is carried out the automatic analysis of plat and profile linear index, and decision is deleted and is moved some intersection point, being that horizontal alignment meets the demands.
(9) vertical face knick point merges adjustment: the preliminary knick point that generates according to landforms generally is a landforms subregion point, and its position and horizontal alignment are incompatible, need adjust.Overstocked to eliminate or to move, the slope difference is too small or excessive, with the point of plane poor fit.
Referring to Fig. 2, be the specific embodiment of the invention.The design starting point of certain ridge crossing line is the southwest corner, and design route will be crossed certain mountain ridge and reach home.About 100 meters of route total head, about 3 kilometers of length.At first set up the digital terrain model (DEM) that comprises starting point and terminal point.Fixed route starting point and terminal point coordinate on model.The technical indicator and the authority data of the flat vertical face top line of input.The method according to this invention is sought out the route plan (heavy line) that satisfies given technical requirement automatically by computing machine.
The inventive method can be finished a plurality of ridge crossing line schemes, and finish the assay of scheme technical economical index fast owing to adopt the automatic route selection design, and the contrast of a plurality of schemes.Especially under digital elevation model (DEM), can generate the ridge crossing line scheme that satisfies certain alignment condition automatically:
(1) finishes domatic composition analysis automatically, carry out domatic feature subregion, find out certain altitude above steep bank and steep cliff.
(2) carry out domatic characteristic curve, characteristic point analysis automatically.
(3) carry out the automatic layout of transitional gradient according to domatic partition.Relax the reference mark of putting domatic Cheng Xin in each gentle slope district.No thoroughfare the district keeps away around, mainly finger precipitous especially and cliffs and precipices district, special use area district and other forbidden districts need keep away around.Automatically judge and select a plurality of points later to carry out determining optimum than choosing.
(4) produce alternative intersection point automatically according to morphologic characteristics, the initial leading line between the reference mark generates automatically.
(5) carry out length of grade inspection and adjust the position of knick point automatically, make the distribution on abrupt slope and gentle slope satisfy code requirement.Carry out the optimization of all fronts cubic metres of earth and stone, and make and dig the amount of fill minimum.
The present invention on DEM to the technical economical index automatic analysis method of definite ridge crossing line scheme is: according to dem data, adopt interpolation and the automatic acquisition scheme of approximating method vertical and horizontal section data along the line, and calculate and dig amount of fill; Automatically obtain highway route design technical parameter value,, differentiate the linear designing quality of scheme according to code requirement and certain theoretical requirement.
The analytical approach of domatic feature is: the principle of analyzing based on the gradient, and domatic between two reference mark carried out aspect and gradient subregion at interval according to setting, and find out steep bank and steep cliff more than the certain altitude automatically by computing machine.Partitioned method is, carries out the local gradient and aspect analysis on DEM, differentiates with the interior calculating average rate of change in certain limit, carries out domaticly by the gradient and aspect subregion with this, and produces the boundary line of subregion.
Domatic unique point provision of on-line analysis methodology is: according to the domatic partition boundary line that the last step produces, therefrom extract valley route, topographical crest, watershed line (counter-slope line) automatically; Extract each possibility saddle point according to the mountain top crestal line, therefrom propose minimum bealock and time low bealock point.
The method that initial leading line generates between two reference mark is: between two adjacent reference mark, put the slope automatically from two ends according to mean inclination, and the intersection point that will produce with the terrain feature line is as may intersection point.
Carry out the layout of transitional gradient according to domatic partition: along the mean inclination line, carry out the slope of putting of transitional gradient, and form new reference mark in each gentle slope district.
The merging of intersection point and adjustment: carrying out between intersection point according to spacing between plane point of intersection and drift angle,, and cooperating certain curve element after length check and length of grade check automatically according to certain criterion cancellation, assembling section intersection point; Length according to each depositional gradient section is differentiated, and according to certain criterion, merging, deletion or movable part side slope point to satisfy the requirement of vertical alignment optimizing, dig the amount of fill minimum even make, and the horizontal and vertical alignment combination is optimum.
No thoroughfare the district keeps away around: mainly refer to precipitous especially and cliffs and precipices district, special use area district and other forbidden districts need keep away around the time, automatically in forbidden district or lower limb produce the reference mark, use 1 ~ 4 to go on foot program segmenting and carry out self-hunting.
The switch back curve site selecting method is: when the very big mean inclination of the two reference mark discrepancy in elevation surpasses maximum longitudinal grade, need establish switch back curve and open up line.Later point is arranged in pairs at the gentle slope open area, selects a plurality of points later to carry out determining the optimum algorithm than choosing automatically.As newly-increased reference mark, self-hunting is carried out in segmentation with this.
Claims (5)
1, a kind of ridge crossing line method for designing based on digital elevation model DEM comprises the steps:
(1), set up route selection district digital terrain model based on digital elevation model:
(2) specify ridge crossing line starting point and terminal point;
(3) landforms in the alignment zone are analyzed;
(4) determine bealock reference mark and step-by-step design uplink and downlink circuit;
(5) tentatively draw the slope by average gradient;
(6) average gradient is differentiated;
(7) transitional gradient is arranged;
(8) intersection point merges adjustment;
(9) knick point merges adjustment;
(10) evaluate alternatives.
2, the ridge crossing line method for designing based on digital elevation model DEM according to claim 1, it is characterized in that: described step (3) comprises sets up route selection district digital terrain model, mainly be to carry out domatic characteristic curve, characteristic point analysis, comprise automatic extraction valley route, topographical crest, watershed line (counter-slope line), minimum bealock and inferior low bealock point; Find out certain altitude above steep bank and steep cliff.
3, the ridge crossing line method for designing based on digital elevation model DEM according to claim 1 is characterized in that: described step (7) transitional gradient is arranged, is in identifying each gentle slope, face of land district, relaxes the reference mark of putting domatic Cheng Xin.
4, the ridge crossing line method for designing based on digital elevation model DEM according to claim 1, it is characterized in that: described step (9) knick point merges to be adjusted, the district that comprises that no thoroughfare keep away around, mainly finger precipitous especially and cliffs and precipices district, special use area district and other forbidden districts need keep away around; Judgement also selects a plurality of points later to carry out determining optimum than choosing.
5, the ridge crossing line method for designing based on digital elevation model DEM according to claim 1, it is characterized in that: described step (10) produces alternative intersection point according to morphologic characteristics, generates the initial leading line between the reference mark.
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103207923A (en) * | 2012-01-11 | 2013-07-17 | 上海市政工程设计研究总院（集团）有限公司 | Computer aided design method for vertical design of road plane intersection |
| CN103440358A (en) * | 2013-07-15 | 2013-12-11 | 北京控制工程研究所 | Slope fitting method based on DEM (dynamic effect model) data |
| CN104316920A (en) * | 2014-11-11 | 2015-01-28 | 上海无线电设备研究所 | High-precision sea surface height extracting method of radar altimeter through small incidence angle interference |
| CN109737921A (en) * | 2019-01-31 | 2019-05-10 | 交通运输部天津水运工程科学研究所 | A kind of beach topographic survey method using unmanned plane tracking flowage line |
| CN111811466A (en) * | 2020-07-22 | 2020-10-23 | 四川拓绘科技有限公司 | Method for measuring parameters and maintenance of existing railway ballast railway line |
| CN113342208A (en) * | 2021-06-24 | 2021-09-03 | 石家庄铁道大学 | Railway line selection method based on multi-point touch equipment, terminal and storage medium |
| CN113358040A (en) * | 2021-05-14 | 2021-09-07 | 中国南方电网有限责任公司超高压输电公司检修试验中心 | Method and device for acquiring icing thickness of power transmission line and computer equipment |
| CN115984502A (en) * | 2023-03-10 | 2023-04-18 | 北京博超时代软件有限公司 | Terrain leveling slope method and device, equipment and storage medium |
| CN118506023A (en) * | 2024-07-22 | 2024-08-16 | 湖北省水利水电科学研究院 | Feature curve rapid extraction method and system based on high-precision DEM data |
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2008
- 2008-02-29 CN CNB200810069413XA patent/CN100552723C/en not_active Expired - Fee Related
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103207923A (en) * | 2012-01-11 | 2013-07-17 | 上海市政工程设计研究总院（集团）有限公司 | Computer aided design method for vertical design of road plane intersection |
| CN103440358A (en) * | 2013-07-15 | 2013-12-11 | 北京控制工程研究所 | Slope fitting method based on DEM (dynamic effect model) data |
| CN103440358B (en) * | 2013-07-15 | 2015-05-27 | 北京控制工程研究所 | Slope fitting method based on DEM (dynamic effect model) data |
| CN104316920A (en) * | 2014-11-11 | 2015-01-28 | 上海无线电设备研究所 | High-precision sea surface height extracting method of radar altimeter through small incidence angle interference |
| CN109737921A (en) * | 2019-01-31 | 2019-05-10 | 交通运输部天津水运工程科学研究所 | A kind of beach topographic survey method using unmanned plane tracking flowage line |
| CN109737921B (en) * | 2019-01-31 | 2021-08-24 | 交通运输部天津水运工程科学研究所 | Beach terrain measurement method for tracking water line by using unmanned aerial vehicle |
| CN111811466A (en) * | 2020-07-22 | 2020-10-23 | 四川拓绘科技有限公司 | Method for measuring parameters and maintenance of existing railway ballast railway line |
| CN111811466B (en) * | 2020-07-22 | 2021-05-28 | 四川拓绘科技有限公司 | Method for measuring parameters and maintenance of existing railway ballast railway line |
| CN113358040B (en) * | 2021-05-14 | 2024-01-23 | 中国南方电网有限责任公司超高压输电公司检修试验中心 | Method and device for acquiring icing thickness of power transmission line and computer equipment |
| CN113358040A (en) * | 2021-05-14 | 2021-09-07 | 中国南方电网有限责任公司超高压输电公司检修试验中心 | Method and device for acquiring icing thickness of power transmission line and computer equipment |
| CN113342208A (en) * | 2021-06-24 | 2021-09-03 | 石家庄铁道大学 | Railway line selection method based on multi-point touch equipment, terminal and storage medium |
| CN113342208B (en) * | 2021-06-24 | 2023-05-05 | 石家庄铁道大学 | Railway line selection method based on multi-point touch equipment, terminal and storage medium |
| CN115984502B (en) * | 2023-03-10 | 2023-05-30 | 北京博超时代软件有限公司 | Terrain leveling and slope-lying method and device, equipment and storage medium |
| CN115984502A (en) * | 2023-03-10 | 2023-04-18 | 北京博超时代软件有限公司 | Terrain leveling slope method and device, equipment and storage medium |
| CN118506023A (en) * | 2024-07-22 | 2024-08-16 | 湖北省水利水电科学研究院 | Feature curve rapid extraction method and system based on high-precision DEM data |
| CN118506023B (en) * | 2024-07-22 | 2024-09-13 | 湖北省水利水电科学研究院 | Feature curve rapid extraction method and system based on high-precision DEM data |
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