CN106767735A - A kind of accurate distribution method of connecting traverse measurement distance error - Google Patents
A kind of accurate distribution method of connecting traverse measurement distance error Download PDFInfo
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- CN106767735A CN106767735A CN201710032240.3A CN201710032240A CN106767735A CN 106767735 A CN106767735 A CN 106767735A CN 201710032240 A CN201710032240 A CN 201710032240A CN 106767735 A CN106767735 A CN 106767735A
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- correction
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- latitude
- traverse
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
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Abstract
The invention discloses a kind of accurate distribution method of connecting traverse measurement distance error, each traverse point latitude correction V is calculated according to coefficientΔxiAnd abscissa increment correction VΔyi, distribute each latitude Δ X after being correctedi=Δxi+VΔ xi,With abscissa increment Delta Yi=Δyi+VΔyi, then try to achieve each wire point coordinates according to each latitude and abscissa increment after B point coordinates and correction.Combination wire error deviation amount of the present invention considers with azimuth, and assignment accuracy is than conventional simple error distribution Fa Genggao.
Description
Technical field
The present invention relates to engineering measuring technology field, and in particular to a kind of accurate side of distribution of connecting traverse measurement distance error
Method.
Background technology
Traverse survey is a kind of common method for setting up small region plane control net, and it is more complicated that it is applied to atural object distribution
The poor fallback area of building area, flat but sighting condition or banding area.The coordinate collection of each topographic(al) point is final extremely in control net
National known point coordinates might have institute's error, need to distribute adjustment.Tight calculating method is the precision highest distribution of national standard
Method, but step is very cumbersome, therefore using the measuring method of simple error distribution more than current textbook and universal actual practice.
I.e. in the simple error distribution of wire, angular error is reversely averagely allocated to using elder generation each wire corner, then further according to each
Conducting line segment accounts for wire overall length and carries out error distribution respectively on x and y directions with each wire, due to x, the y error of the distribution of each wire
When the azimuth error that causes do not accounted in simple error distribution, make overall error assignment accuracy not high.
The content of the invention
The technical problem to be solved in the present invention is to provide a kind of accurate distribution method of connecting traverse measurement distance error, with reference to
Side-play amount when wire is conformed to considers with azimuth, improves assignment accuracy.
The present invention is achieved through the following technical solutions:
A kind of accurate distribution method of connecting traverse measurement distance error, it is known that A, B, C, D point coordinates, sets between B points and C points
N traverse point, the view angle of B, C point and each traverse point is angularly poor averagely to be corrected, and each wire is tried to achieve by angle value after correction
Grid azimuth, then tries to achieve the latitude Δ of each traverse point according to each wire grid azimuth after correction and conductor length
xiWith abscissa increment Delta yi, calculate each traverse point latitude correction VΔxiAnd abscissa increment correction VΔyi, distribution
Each latitude Δ X after being correctedi=Δ xi+VΔxi, and abscissa increment Delta Yi=Δs yi+VΔyi, according to B point coordinates and
Each latitude and abscissa increment after correction try to achieve each wire point coordinates successively,
VΔxi=-k × Δ xi+γ×Δyi,
VΔyi=-k × Δ yi-γ×Δxi,
K=(fx × cos αBC+fy×sinαBC)/L
γ=(fy × cos αBC-fx×sinαBC)/L
Wherein, fx is the x direction change amounts of known coordinate line segment BC, and fy is the y direction change amounts of known coordinate line segment BC,
αBCIt is the grid azimuth of known coordinate line segment BC, L is the length of known coordinate line segment BC.
The present invention compared with prior art, with following obvious advantage:
The measuring method of current simple error distribution, in the longitudinal and transverse increment of coordinate error of distribution conductors, according to each conducting line segment
Account for wire overall length with each wire on x and y directions carries out error distribution respectively, calculates each traverse point latitude correction
VΔxiAnd abscissa increment correction VΔyi, due to the distribution of each wire x, y error when the azimuth error that causes in simple error
Do not accounted for during distribution, make overall error assignment accuracy not high.Combination wire error deviation amount of the present invention and azimuth synthesis
Consider, assignment accuracy is higher.
Brief description of the drawings
Fig. 1 is the wire route map of the embodiment of the present invention 1.
Fig. 2 is the wire route map of the embodiment of the present invention 2.
Fig. 3 is the wire route map of the embodiment of the present invention 3.
Specific embodiment
A kind of accurate distribution method of connecting traverse measurement distance error, it is known that A, B, C, D point coordinates, sets between B points and C points
N traverse point, the view angle of B, C point and each traverse point is angularly poor averagely to be corrected, and each wire is tried to achieve by angle value after correction
Grid azimuth, then tries to achieve the latitude Δ of each traverse point according to each wire grid azimuth after correction and conductor length
xiWith abscissa increment Delta yi, calculate each traverse point latitude correction VΔxiAnd abscissa increment correction VΔyi, distribution
Each latitude Δ X after being correctedi=Δ xi+VΔxi, and abscissa increment Delta Yi=Δs yi+VΔyi, according to B point coordinates and
Each latitude and abscissa increment after correction try to achieve each wire point coordinates successively,
It is specific to calculate as follows:
αi:It is the i section leads azimuth after correction on angles
si:For the i section leads after correction on angles are long
ΔxiIt is the i section lead x directions increment after correction on angles
ΔyiIt is the i section lead y directions increment after correction on angles
Δxi=si×cosαi
Δyi=si×sinαi
Declined to upper two point
dΔxi=cos αi×ds-si×sinαi×dα(dΔxiIt is the incremental differential in i section lead x directions)
dΔyi=sin αi×ds+si×cosαi×dα(dΔyiIt is the incremental differential in i section lead y directions)
Make ds=k × si(considering the presence of range-measurement system proportional error)
D α=γ (consider that influence of the wire Initial Azimuth systematic error to each wire orientation is identical)
dΔxi=k × Δ xi-γ×Δyi
dΔyi=k × Δ yi+γ×Δxi
∑dΔxi=k × ∑ Δ xi-γ×∑Δyi(∑dΔxiIt is the incremental differential sum in each wire x directions)
∑dΔyi=k × ∑ Δ yi+γ×∑Δxi(∑dΔyiIt is the incremental differential sum in each wire y directions)
The grid azimuth for making known coordinate point B, C line a length of L, BC is αBC
∑ΔxBC=Δ xBC=L × cos αBC
∑ΔyBC=Δ yBC=L × sin αBC
∑dΔxBC=k × L × cos αBC-γ×L×sinαBC(fx is the x direction changes of known coordinate line segment BC to=fx
Amount)
∑dΔyBC=k × L × sin αBC+γ×L×cosαBC(fy is the y direction changes of known coordinate line segment BC to=fy
Amount)
K=(fx × cos αBC+fy×sinαBC)/L
γ=(fy × cos αBC-fx×sinαBC)/L
Each wire correction is
VΔxi=-d Δs xi=-(k × Δ xi-γ×Δyi)=- k × Δ xi+γ×Δyi
VΔyi=-d Δs yi=-(k × Δ yi+γ×Δxi)=- k × Δ yi-γ×Δxi
Increment after correction
ΔXi=Δ xi+VΔxi
Δ Yi=Δs yi+VΔyi
Coordinate after correction
X1=XB+ΔXB1
Y1=YB+ΔYB1
X2=X1+ΔX12
Y2=Y1+ΔY12
.......
Xi+1=Xi+ΔX(i)(i+1)
Yi+1=Yi+ΔY(i)(i+1)
.......
XC=Xn+ΔXnC
YC=Yn+ΔYnC
When each wire minor fluctuations on B, C line between the known point of B, C two
Δxi≈si×cosαBC
Δyi≈si×sinαBC
L≈∑si
VΔxi=-k × Δ xi+γ×Δyi
≈-[(fx×cosαBC+fy×sinαBC)/L]×(si×cosαBC)+[(fy×cosαBC-fx×sinαBC)/L]
×(si×sinαBC)
≈-fx×si/L
≈-fx×si/∑si
VΔyi=-k × Δ yi-γ×Δxi
≈-[(fx×cosαBC+fy×sinαBC)/L]×(si×sinαBC)-[(fy×cosαBC-fx×sinαBC)/L]
×(si×cosαBC)
≈-fy×si/L
≈-fy×si/∑si
Correction of the present invention is consistent with the simple error distribution of wire, illustrates the measuring and calculating side of the simple error distribution of traditional wire
Method is suitable only for each wire minor fluctuations situation on known 2 lines, is a kind of special case of the invention.If what is be distributed respectively leads
Line fluctuated on known 2 lines it is bigger, it is more inaccurate using simple error distribution measuring method.
Below by taking embodiment coordinate points as an example, be respectively adopted tight calculating method, the measuring method of simple error distribution and
Distribution method of the present invention is calculated:
Embodiment 1
Fig. 1 is the wire route map of embodiment 1.
Tight computational chart
Simple error distribution measure and calculate table
Measure and calculate table of the present invention
Three kinds of distribution method traverse point coordinate value contrast tables
Embodiment 2
Fig. 2 is the wire route map of embodiment 2.
Tight computational chart
Simple error distribution measure and calculate table
Measure and calculate table of the present invention
Three kinds of distribution method traverse point coordinate value contrast tables
Embodiment 3
Fig. 3 is the wire route map of embodiment 3.
Tight computational chart
Simple error distribution measure and calculate table
Measure and calculate table of the present invention
Three kinds of distribution method traverse point coordinate value contrast tables
Each wire of embodiment 3 fluctuates small, simple error distribution method gained wire point coordinates on known 2 lines
The tight calculating method gained wire point coordinates of precision highest of value, distribution method of the present invention gained traverse point coordinate value and national standard
Value is coincide substantially, each wire of embodiment 1,2 fluctuated on known 2 lines it is larger, respectively by simple error distribution method gained
The tight calculating method gained of precision highest of traverse point coordinate value, distribution method of the present invention gained traverse point coordinate value and national standard
Traverse point coordinate value is contrasted, it can be seen that error of the present invention is significantly lower than simple error distribution method, therefore the present invention point
There is accuracy higher with method.
Claims (1)
1. a kind of accurate distribution method of connecting traverse measurement distance error, it is known that A, B, C, D point coordinates, n is set between B points and C points
Individual traverse point, the view angle of B, C point and each traverse point is angularly poor averagely to be corrected, and is tried to achieve each wire by angle value after correction and is sat
Mark azimuth, then tries to achieve the latitude Δ x of each traverse point according to each wire grid azimuth after correction and conductor lengthi
With abscissa increment Delta yi, calculate each traverse point latitude correction VΔxiAnd abscissa increment correction VΔyi, distribution obtains
Each latitude Δ X after must correctingi=Δxi+VΔ xi,With abscissa increment Delta Yi=Δyi+VΔyi, according to B point coordinates and correction
Each latitude and abscissa increment afterwards tries to achieve each wire point coordinates successively, it is characterised in that:
VΔxi=-k×Δxi +γ×ΔyI,
VΔyi=-k×Δyi -γ×ΔxI,
k=(fx×cosαBC +fy×sinαBC)/L
γ=(fy×cosαBC -fx×sinαBC)/L
Wherein, fx is the x direction change amounts of known coordinate line segment BC, and fy is the y direction change amounts of known coordinate line segment BC, αBCFor
The grid azimuth of known coordinate line segment BC, L is the length of known coordinate line segment BC.
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108387194A (en) * | 2018-03-19 | 2018-08-10 | 湖南水口山有色金属集团有限公司 | A kind of underground back traverse coordinate measuring method |
Citations (3)
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JPS62127623A (en) * | 1985-11-29 | 1987-06-09 | Nippon Kogaku Kk <Nikon> | Surveying equipment with distance measuring and angle measuring angle |
CN103590815A (en) * | 2012-08-13 | 2014-02-19 | 湖南水口山有色金属集团有限公司 | Two-shaft orientation measuring and calculating method |
CN106123870A (en) * | 2016-06-14 | 2016-11-16 | 山东华联矿业股份有限公司 | Distance roadways connecting survey method |
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2017
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JPS62127623A (en) * | 1985-11-29 | 1987-06-09 | Nippon Kogaku Kk <Nikon> | Surveying equipment with distance measuring and angle measuring angle |
CN103590815A (en) * | 2012-08-13 | 2014-02-19 | 湖南水口山有色金属集团有限公司 | Two-shaft orientation measuring and calculating method |
CN106123870A (en) * | 2016-06-14 | 2016-11-16 | 山东华联矿业股份有限公司 | Distance roadways connecting survey method |
Non-Patent Citations (1)
Title |
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张景湘等: "起始方位角误差对附合导线平差结果的影响", 《测绘科学技术学报》 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN108387194A (en) * | 2018-03-19 | 2018-08-10 | 湖南水口山有色金属集团有限公司 | A kind of underground back traverse coordinate measuring method |
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Effective date of registration: 20221213 Address after: No. 5 Weiyi Road, Xiaokang City, Huai'an Economic and Technological Development Zone, Huai'an City, Jiangsu Province 223005 Patentee after: Jiangsu Huashui Engineering Testing Consulting Co.,Ltd. Address before: 223005 Huaian 1 Jiangsu Higher Education Park Patentee before: HUAIYIN INSTITUTE OF TECHNOLOGY |