CN104807442A - Automatic multidimensional gross error detection method - Google Patents
Automatic multidimensional gross error detection method Download PDFInfo
- Publication number
- CN104807442A CN104807442A CN201510064440.8A CN201510064440A CN104807442A CN 104807442 A CN104807442 A CN 104807442A CN 201510064440 A CN201510064440 A CN 201510064440A CN 104807442 A CN104807442 A CN 104807442A
- Authority
- CN
- China
- Prior art keywords
- leveling
- data
- observation
- level
- formula
- 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.)
- Granted
Links
- 238000001514 detection method Methods 0.000 title claims abstract description 17
- 238000013178 mathematical model Methods 0.000 claims abstract description 4
- 238000000034 method Methods 0.000 claims description 23
- 238000005259 measurement Methods 0.000 claims description 15
- 238000012937 correction Methods 0.000 claims description 8
- 239000011159 matrix material Substances 0.000 claims description 7
- 238000003745 diagnosis Methods 0.000 abstract description 7
- 238000012545 processing Methods 0.000 abstract description 5
- 238000005516 engineering process Methods 0.000 description 3
- 238000013480 data collection Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 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
Landscapes
- Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Position Fixing By Use Of Radio Waves (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
The invention discloses an automatic multidimensional gross error detection method. The automatic multidimensional gross error detection method comprises following steps: 1) laying of a leveling network is carried out, and a leveling scheme is designed; 2) field leveling is carried out; 3) a mathematical model is established based on observation data; and 4) WK diagnosis is carried out successively until no influential point is detected. It is shown by a large amount of actual leveling data that data processing efficiency can be increased greatly by subjecting original leveling observation data to a plurality of WK diagnosis, and choosing influential points into a second group for part least-square estimation. The automatic multidimensional gross error detection method is capable of increasing gross error detection speed in leveling observation greatly, is convenient for programming realization, and possesses relatively high practical value in engineering application.
Description
Technical field
The present invention relates to a kind of WK of combining Distance geometry partial least squares to carry out the method for the multidimensional Detection of Gross Errors in measurement of the level, belong to " geodesy " technical field in " Surveying Science and Technology " subject.
Background technology
Measurement of the level is a kind of the most frequently used method measuring ground point elevation.Determining that topocentric elevation is a groundwork in measuring, is carry out control survey, measure the smashed parts and one of the basic foundation of construction lofting.Carry out measurement of the level tool in engineering practice to have very great significance.
Inevitably can occur rough error in the process of measurement of the level, rough error point can affect measurement of the level data process effects, and the estimation that even can lead to errors time serious affects drawing of correct conclusion.Therefore carry out Detection of Gross Errors to measurement of the level data to be extremely necessary.
Since eighties of last century Baarda at the end of the sixties has proposed since data snooping, the detection of observation rough error, identify that with processing be the study hotspot of Measurement and Data Processing theory always.Through the continuous effort of many scholars, this theory achieves larger progress, defines two kinds of different rough error tupes: rough error be included into the average drifting mould of function model and rough error be included into the Robust filter pattern of probabilistic model.Along with the continuous progress of observation method, occur that the probability of multiple rough error increases.Study the detection of multiple rough error, identification and treatment theory and also seem abnormal important.
Partial least squares is a kind of Detection of Gross Errors method based on average drifting pattern.The method is first divided into groups to observed reading, observed reading not containing rough error is put in one group, and the observed reading containing rough error is put in another group, adjustment principle makes the quadratic sum not containing the observed reading correction of rough error minimum, instead of the quadratic sum of whole observed reading correction is minimum.But the group technology that former partial least squares adopts be search procedure one by one, greatly, especially when observed reading data volume is large, efficiency comparison is low for the method search work amount.
For search procedure search work amount is large one by one, inefficient problem, the present invention proposes and adopt WK Furthest Neighbor to carry out the method for dividing into groups.The method can search out the Highly Influential case in leveling observation data, second group that then Highly Influential case is put into partial least squares.Examples prove through a large amount of: diagnose as long as carry out several WK to original level observation data, pick out Highly Influential case and put into second group, carry out partial least squares, greatly can improve data-handling efficiency.The inventive method substantially increases the speed of multidimensional Detection of Gross Errors in leveling observation, is also easy to programming realization, and engineer applied has good practical value.
Summary of the invention
Goal of the invention: the object of the present invention is to provide a kind of multidimensional Detection of Gross Errors method in measurement of the level, uses the multidimensional rough error in the method detection measurement of the level to calculate easy, greatly can improve the efficiency of multidimensional Detection of Gross Errors.
Technical scheme: the present invention of the present invention by the following technical solutions:
The first step: lay leveling network in the region needing to carry out measurement of the level, design measurement of the level scheme, in order to ensure the quality of data, needs to carry out redundant observation;
Second step: adopt spirit-leveling instrument to carry out field data collection, obtain the n section discrepancy in elevation between each leveling point;
3rd step: utilize whole leveling observation data founding mathematical models, sets up
Function model: L=AX+ Δ (1)
Probabilistic model: E (Δ)=0, D (L)=D (Δ)=σ
0 2q=σ
0 2p
-1(2)
In formula, L is that observation vector is tieed up in n × 1; A is that n × t maintains matrix number, and t is Essential Observations; X is that unknown parameter vector is tieed up in t × 1; Δ is that error vector is tieed up in n × 1; E () is mathematical expectation, and D () is variance---covariance matrix; σ
0 2for unit power variance; Q is association's factor matrices; P is power battle array.
According to minimum least square adjustment method, calculate:
The least-squares estimation of unknown parameter X:
Observed reading correction:
Association's factor matrices of correction:
Q
VV=(I-H)Q
LL(5)
In formula, H is hat matrix:
H=A(A
TPA)
-1A
TP (6)
Variance of unit weight valuation:
4th step: the WK distance value calculating each leveling observation data, each WK distance has corresponding statistic tantile, and compare, select rough error data and be placed on second group, remaining data are placed on first group;
C. the WK distance value of each observed reading:
V in formula
ifor i-th in (4) formula (i=1,2 ... n) correction of individual observed reading,
for removing the σ of i-th observed reading
0valuation,
for i-th main diagonal element in (5) formula, h
iifor i-th main diagonal element of hat matrix H.
D. the statistic tantile of WK distance is calculated
Work as wk
i> wk
i dividestime, i-th point is Highly Influential case.Wherein α is level of significance.
5th step: to first group of datacycle the 3rd and the 4th step in the 4th step, each circulation level of signifiance α reduces successively, as α gets 0.1,0.05,0.025,0.01,0.005,0.0025 successively ..., until do not have Highly Influential case to be detected again.Every three of the rule that α chooses successively is one group and is chosen for 0.1,0.05,0.025 another group and then choosing 1/10th of this group numeral more successively successively and connects successively, constantly circulates.
Compared with prior art, its beneficial effect is in the present invention: compared with existing partial least square method of adjustment, the present invention substantially increases the efficiency of grouping.Prove through a large amount of data instances, diagnose as long as the present invention carries out several WK to initial condition quasi-accurate observation, by the Highly Influential case diagnosed out put into second group, carry out partial least square, greatly can improve the rough error data-handling efficiency in measurement of the level, and data processing quality can be improved, obtain good data processing precision.This inventive method is convenient to programming realization, has good engineering practical value.
Accompanying drawing explanation
Fig. 1 is the level checking network schematic diagram described in embodiment.
Embodiment
Below technical solution of the present invention is described in detail, but protection scope of the present invention is not limited to described embodiment.
Embodiment 1:
When describing specific implementation process, in conjunction with certain specific embodiment, the inventive method is elaborated.Embodiment, as shown in Figure 1.
(1) leveling network is laid, design measurement of the level scheme.In order to ensure the quality of data, need to carry out redundant observation.
Concrete embodiment, leveling network is laid as shown in Figure 1, and in figure, arrow represents observed ray, and A, F are known point, and elevation is respectively 0.000m and 11.414m.
(2) adopt spirit-leveling instrument to carry out field data collection, obtain 13 sections of discrepancy in elevation between each leveling point.
Obtaining leveling observation value vector by observation is: h=[73.794,14.007,14.171,71.949,59.785,12.159,15.364,5.794,3.040,0.164,3.204,9.571,62.376] represent that (unit is m) to discrepancy in elevation truth vector, S=[2.0,1.9,1.5,1.0,1.4,1.3,1.1,2.1,1.5,1.1,1.2,0.9,1.6] each leveling line distance (unit is km) is represented.Calculating weight unit medial error is: 0.0015m, intends the rough error of-9mm, 8mm and-8mm at the 1st, 4,8 discrepancy in elevation data patrix.
(3) carry out first time WK to diagnose
Discrepancy in elevation observation number is n=13, and Essential Observations t=5, redundant observation number is r=n-t=13-5=8.Utilize whole observation data founding mathematical models, calculate the WK distance value of each observation data, calculate the statistic tantile that each WK distance is corresponding, level of significance α herein gets 0.10, the data that WK distance value is greater than tantile picked out, calculated case is as table 1:
Table 1 first time WK diagnostics table
With No. * be greater than the data of statistic tantile for WK distance value.
(4) second time WK diagnosis is carried out
If level of significance α now gets 0.05, calculated case is in table 2:
Table 2 second time WK diagnostics table
With No. * be greater than the data of statistic tantile for WK distance value.
(5) carry out third time WK to diagnose
If level of significance α now gets 0.025, calculated case is in table 3:
Table 3 third time WK diagnostics table
With No. * be greater than the data of statistic tantile for WK distance value.
(6) the 4th WK diagnosis is carried out
If level of significance α now gets 0.01, calculated case is in table 4:
Table 4 the 4th WK diagnostics table
4th time WK diagnoses the Highly Influential case number obtained to be zero, and stop WK diagnosis to this step, grouping terminates.As can be seen from above result of calculation, through four WK diagnosis, 1,4, No. 8 leveling observation value adding rough error is all detected, the 12nd discrepancy in elevation observed reading is also had to be detected in addition, this is because WK diagnosis is comparatively responsive, when more for unnecessary leveling observation, there is no large impact.
As mentioned above, although represented with reference to specific preferred embodiment and described the present invention, it shall not be construed as the restriction to the present invention self.Under the spirit and scope of the present invention prerequisite not departing from claims definition, various change can be made in the form and details to it.
Claims (2)
1. the multidimensional rough error automatic detection method in measurement of the level, is characterized in that, comprise the following steps:
1) read the leveling data of pre-set level net, described leveling data is carried out the leveling data of redundant observation;
2) step 1 is utilized) whole leveling observation data founding mathematical models of obtaining,
Function model: L=AX+ Δ (1)
Probabilistic model: E (Δ)=0, D (L)=D (Δ)=σ
0 2q=σ
0 2p
-1(2)
In formula, L is that observation vector is tieed up in n × 1; A is that n × t maintains matrix number, and t is Essential Observations; X is that unknown parameter vector is tieed up in t × 1; Δ is that error vector is tieed up in n × 1; E () is mathematical expectation, and D () is variance---covariance matrix; σ
0 2for unit power variance; Q is association's factor matrices; P is power battle array.
According to least square adjustment method, calculate:
The least-squares estimation of unknown parameter X:
Observed reading correction:
Association's factor matrices of correction:
Q
VV=(I-H)Q
LL(5)
In formula, H is hat matrix:
H=A(A
TPA)
-1A
TP (6)
Variance of unit weight valuation:
3) the WK distance value of each leveling observation data is calculated, and the statistic tantile of correspondence, compare, select rough error data and be placed on second group, remaining data are placed on first group;
A. the WK distance value of each observed reading:
V in formula
ifor i-th in (4) formula (i=1,2 ... n) correction of individual observed reading,
for removing the σ of i-th observed reading
0valuation,
for i-th main diagonal element in (5) formula, h
iifor i-th main diagonal element in (6) formula.
B. the statistic tantile of WK distance is calculated
Work as wk
i>wk
i dividestime, i-th point is Highly Influential case; Wherein α is level of significance.
4) if the 3rd) there is Highly Influential case to occur in step, using the 3rd) first group of data in step are as whole leveling observation datacycle the 2nd) and the 3rd) step, each circulation level of signifiance α reduces successively, as α get 0.1 successively, 0.05,0.025,0.01,0.005 ..., until do not have Highly Influential case to be detected again.If the 3rd) do not have Highly Influential case to occur in step, terminate.
2. the multidimensional Detection of Gross Errors method in measurement of the level according to claim 1, it is characterized in that described level of significance α reduces value successively, be specially and get 0.1,0.05,0.025,0.01,0.005,0.0025 successively ... be detected to there is no Highly Influential case.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510064440.8A CN104807442B (en) | 2015-02-06 | 2015-02-06 | A kind of automatic multidimensional Detection of Gross Errors method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510064440.8A CN104807442B (en) | 2015-02-06 | 2015-02-06 | A kind of automatic multidimensional Detection of Gross Errors method |
Publications (2)
Publication Number | Publication Date |
---|---|
CN104807442A true CN104807442A (en) | 2015-07-29 |
CN104807442B CN104807442B (en) | 2017-04-05 |
Family
ID=53692484
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201510064440.8A Expired - Fee Related CN104807442B (en) | 2015-02-06 | 2015-02-06 | A kind of automatic multidimensional Detection of Gross Errors method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN104807442B (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108564298A (en) * | 2018-04-26 | 2018-09-21 | 三重能有限公司 | Data processing method, device and electronic equipment |
CN109270560A (en) * | 2018-10-12 | 2019-01-25 | 东南大学 | The multidimensional Gross postionning and valued methods of region height anomaly data |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2082091C1 (en) * | 1993-12-14 | 1997-06-20 | Юрий Дмитриевич Роев | Method for assessment of irregularities |
CN1244654A (en) * | 1998-08-10 | 2000-02-16 | 中国科学院测量与地球物理研究所 | Quasi-accrate detection approach for measurement coarse error |
CN102147475A (en) * | 2010-02-09 | 2011-08-10 | 武汉大学 | Method and device for simultaneously determining three-dimensional geometry position and gravity potential by utilizing global position system (GPS) signal |
-
2015
- 2015-02-06 CN CN201510064440.8A patent/CN104807442B/en not_active Expired - Fee Related
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2082091C1 (en) * | 1993-12-14 | 1997-06-20 | Юрий Дмитриевич Роев | Method for assessment of irregularities |
CN1244654A (en) * | 1998-08-10 | 2000-02-16 | 中国科学院测量与地球物理研究所 | Quasi-accrate detection approach for measurement coarse error |
CN102147475A (en) * | 2010-02-09 | 2011-08-10 | 武汉大学 | Method and device for simultaneously determining three-dimensional geometry position and gravity potential by utilizing global position system (GPS) signal |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108564298A (en) * | 2018-04-26 | 2018-09-21 | 三重能有限公司 | Data processing method, device and electronic equipment |
CN108564298B (en) * | 2018-04-26 | 2021-06-22 | 三一重能股份有限公司 | Data processing method and device and electronic equipment |
CN109270560A (en) * | 2018-10-12 | 2019-01-25 | 东南大学 | The multidimensional Gross postionning and valued methods of region height anomaly data |
Also Published As
Publication number | Publication date |
---|---|
CN104807442B (en) | 2017-04-05 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101871767B (en) | System and method for detecting form and position tolerance of components | |
CN104776827B (en) | The Detection of Gross Errors method of GPS height anomaly data | |
CN105678757A (en) | Object displacement measurement method | |
CN110289613B (en) | Sensitivity matrix-based power distribution network topology identification and line parameter identification method | |
CN105654476A (en) | Binocular calibration method based on chaotic particle swarm optimization algorithm | |
CN107704992A (en) | The method and device of transmission line lightning stroke risk assessment | |
CN111382472A (en) | Method and device for predicting shield-induced proximity structure deformation by random forest fusion SVM (support vector machine) | |
CN102759573A (en) | Frequency change-based structure damage positioning and damage degree evaluating method | |
CN110516350B (en) | ERS point error correction method based on anisotropic weighting | |
CN109188481A (en) | A kind of new method being fitted GPS height anomaly | |
CN102521882A (en) | Method for obtaining seabed terrain data based on discrete elevation and adaptive mixed weighting | |
CN104807442A (en) | Automatic multidimensional gross error detection method | |
CN102565303B (en) | Fast monitoring method for headward erosion rate of gully head | |
CN112700349B (en) | Method and device for selecting site of anemometer tower | |
CN104021315A (en) | Method for calculating station service power consumption rate of power station on basis of BP neutral network | |
CN114659621A (en) | Bridge vibration monitoring devices | |
CN107918398A (en) | A kind of cluster unmanned plane co-located method based on Multiple Optimization | |
CN105717538B (en) | Undulating surface seismic data migration datum plane conversion method and device | |
CN111739163A (en) | Unmanned aerial vehicle image data modeling method for intelligent acceptance of open stope | |
CN110648280A (en) | Data processing method for splicing large-scale karst cave mass point cloud data | |
CN108637037B (en) | A kind of method of steel cold straightener verification straightening roll levelness | |
CN114877860A (en) | Long tunnel multi-station combined measurement combination resolving method and device and storage medium | |
CN105046324A (en) | Height anomaly fitting interpolation calculation method based on mobile neural network | |
CN111597752B (en) | Cross-hole resistivity CT deep learning inversion method and system for balancing sensitivity among holes | |
CN115456337A (en) | Comprehensive evaluation method and evaluation device for on-orbit operation risk of satellite |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
EXSB | Decision made by sipo to initiate substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170405 |