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 PDF

Info

Publication number
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
Authority
CN
China
Prior art keywords
correction
wire
point
latitude
traverse
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
Application number
CN201710032240.3A
Other languages
Chinese (zh)
Other versions
CN106767735B (en
Inventor
曹茂柏
邱全
李建
刘宇翼
余跃心
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Huashui Engineering Testing Consulting Co ltd
Original Assignee
Huaiyin Institute of Technology
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Huaiyin Institute of Technology filed Critical Huaiyin Institute of Technology
Priority to CN201710032240.3A priority Critical patent/CN106767735B/en
Publication of CN106767735A publication Critical patent/CN106767735A/en
Application granted granted Critical
Publication of CN106767735B publication Critical patent/CN106767735B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C15/00Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00

Landscapes

  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Length Measuring Devices With Unspecified Measuring Means (AREA)

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

A kind of accurate distribution method of connecting traverse measurement distance error
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.
CN201710032240.3A 2017-01-16 2017-01-16 A kind of connecting traverse measurement accurate distribution method of range error Active CN106767735B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710032240.3A CN106767735B (en) 2017-01-16 2017-01-16 A kind of connecting traverse measurement accurate distribution method of range error

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710032240.3A CN106767735B (en) 2017-01-16 2017-01-16 A kind of connecting traverse measurement accurate distribution method of range error

Publications (2)

Publication Number Publication Date
CN106767735A true CN106767735A (en) 2017-05-31
CN106767735B CN106767735B (en) 2019-05-24

Family

ID=58945951

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710032240.3A Active CN106767735B (en) 2017-01-16 2017-01-16 A kind of connecting traverse measurement accurate distribution method of range error

Country Status (1)

Country Link
CN (1) CN106767735B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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)

* Cited by examiner, † Cited by third party
Title
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)

* Cited by examiner, † Cited by third party
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

Also Published As

Publication number Publication date
CN106767735B (en) 2019-05-24

Similar Documents

Publication Publication Date Title
CN103575293B (en) A kind of magnetometer deflection bearing calibration and magnetometer
CN108802788A (en) A kind of determination method, apparatus, equipment and the storage medium of course deviation
CN104680008A (en) Multi-reference station-based network RTK (Real Time Kinematic) area atmospheric error modeling method
CN102865862A (en) Non-horizontalization free established station for total station and project measurement method of non-horizontalization free established station
WO2003081168A3 (en) Method for determining and correcting guiding errors in a coordinate measuring device
CN102607511B (en) Method for performing engineering surveying by employing method for solving triangle through cosine law
US20220053645A1 (en) Apparatus for performing compensation associated with screen printer and method thereof
CN108044232A (en) A kind of bearing calibration of galvanometer in the same direction
CN108458698A (en) Total powerstation does not flatten the unknown point three-dimensional coordinate computational methods of measurement
CN106767735A (en) A kind of accurate distribution method of connecting traverse measurement distance error
CN103913179A (en) Ship-based single-axial rotation modulation strapdown inertial navigation attitude angle correction method
CN106289165A (en) A kind of autonomous compensation method in pedestal uncomfortable flat dip angle and system
CN106403919A (en) Method for dynamic correction of magnetic electronic compass
CN106595600B (en) The stereo mapping attitude of satellite measures the compensation method of system low frequency aberration and system
CN104234696B (en) Accurate calibration method for MWD (measurement while drilling) system and application of accurate calibration method
CN107024196A (en) A kind of high-speed railway easement curve track lateral deviation detection method
CN110440769B (en) Method for measuring longitudinal and transverse offsets of positioning line
CN102628688A (en) Method for performing engineering measurement by method for solving triangle by sine rule
CN108387194B (en) Coordinate measuring method for underground closed conductor
CN103090882B (en) Sensitive axis non-orthogonal compensation correction method in accelerometer application of realizing inclination measurement
CN109238305B (en) Marine equipment adjusting method
CN103590815B (en) A kind of Two-staged technique is measured and calculation method
CN114553334B (en) Phased array antenna pointing error measurement method, system, terminal and device
CN112965091B (en) Agricultural robot positioning method and system
CN114877839A (en) Error detection method after point position adjustment of semiconductor packaging bonding wire

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

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