CN107604874A - Secondary position control method in a kind of river model test - Google Patents

Secondary position control method in a kind of river model test Download PDF

Info

Publication number
CN107604874A
CN107604874A CN201710977588.XA CN201710977588A CN107604874A CN 107604874 A CN107604874 A CN 107604874A CN 201710977588 A CN201710977588 A CN 201710977588A CN 107604874 A CN107604874 A CN 107604874A
Authority
CN
China
Prior art keywords
model
river
river model
making
point
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
CN201710977588.XA
Other languages
Chinese (zh)
Other versions
CN107604874B (en
Inventor
奚斌
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.)
Yangzhou University
Original Assignee
Yangzhou University
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 Yangzhou University filed Critical Yangzhou University
Priority to CN201710977588.XA priority Critical patent/CN107604874B/en
Publication of CN107604874A publication Critical patent/CN107604874A/en
Application granted granted Critical
Publication of CN107604874B publication Critical patent/CN107604874B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Feedback Control In General (AREA)

Abstract

Secondary position control method in a kind of river model test, is related to river model production field, concretely comprises the following steps:1)Two positions in a river model are taken respectively to determine a datum mark as benchmark position and on benchmark position;2)Two benchmark positions and two datum marks corresponding to being found on secondary model drawing;3)Secondary making characteristic point is measured in secondary model drawing respectively to the distance of two datum marks, further according to position of the numerical value measured in secondary model drawing in a river model using two datum marks as the true each secondary making characteristic point of basic point;4)River model is modified making according to the secondary characteristic point drawn.The inventive method by the use of the topography and geomorphology of an original river model characteristic point as the basic point of secondary positioning, precisely, quickly to find and realize that secondary making anchor point this method both succinctly facilitated, positioning is quick, in turn ensure that the precision of positioning.

Description

Secondary position control method in a kind of river model test
Technical field
The present invention relates to river model production field, secondary position control method in specially a kind of river model test.
Background technology
The river model made first is usually to be completed using sectional board method, and the river course on a river model is determined Site almost all after the completion of modelling is covered by river model, can not be utilized in secondary model making.
And current river model test research process, generally require first under a kind of river topography Geomorphological States to river course Studied with some current key elements of hydraulic structure, then herein on basis, local directed complete set is carried out to model river course(It is whole Control), then corresponding key element is analyzed, needs to carry out secondary making to model during this, this is just in modelling Secondary position monitoring and control problem is produced, the datum mark that leaves is made first according to model in the past to carry out secondary positioning, head can be run into The secondary datum mark left can not find, or be shifted, it is impossible to ensure after the secondary making of model riverbed physiognomy with design it is consistent, other Method is also difficult to ensure that precision, and time-consuming cumbersome.
Therefore it is just very necessary to provide a kind of succinct method for the secondary position monitoring and control for adapting to such experiment process.
The content of the invention
It is an object of the invention to provide a kind of position control method of the secondary making of river model, this method utilizes original river Basic point of the characteristic point of the topography and geomorphology of road model as secondary positioning, realize the accurate measurement of secondary making anchor point.
Realizing the technical scheme of above-mentioned purpose is:Secondary position control method in a kind of river model test, its feature exist In:Determined by the use of the point that the feature in a river model is obvious, does not change position in secondary making as secondary model making Position control point, modification again is carried out to a river model and made;
Specifically comprise the following steps:
1)Take feature in a river model obvious and it is secondary make two constant positions of shape, position as benchmark position, And a datum mark is respectively determined on benchmark position;
2)Corresponding two benchmark positions and two datum marks are being found on secondary model drawing corresponding to secondary making river model, And two datum marks on secondary model drawing are marked;
3)Secondary making characteristic point is measured in secondary model drawing respectively to the distance of two datum marks, further according to secondary model figure The numerical value measured in paper determines that each secondary making is special using two datum marks as basic point in a river model using intersection Levy the position of point;
4)River model is modified making according to the secondary characteristic point drawn.
The inventive method by the use of the topography and geomorphology of an original river model characteristic point as secondary positioning basic point, come Precisely, quickly find and realize secondary making anchor point, so as to complete to carry out secondary making redjustment and modification to model, this method was both Succinct convenient, positioning is quick, in turn ensure that the precision of positioning.
Further, step 1)In benchmark position be plane.
Further, in step 3)It is middle first by the benchmark position on secondary model drawing by the big in proportion of river model It is small to print, and be correspondingly attached to corresponding to a river model on position, it is easy on a river model to secondary making Characteristic point intersection can accurately identify when drawing to datum mark.
Brief description of the drawings
Fig. 1 is that a river model makes landforms partial schematic plan view;
Fig. 2 is the schematic diagram of two benchmark positions on a river model;
Fig. 3 utilizes the secondary method signal for making anchor point of the model drawing positioning being covered on a river model benchmark position Figure.
Embodiment
1-3 below in conjunction with the accompanying drawings, the observing and controlling principle and observing and controlling process of the present invention are elaborated
Secondary position control method in a kind of river model test, it is characterised in that:It is bright using the feature in a river model The allocation control points that the point of position makes as secondary model are not changed in aobvious, secondary making, a river model is carried out again Secondary modification makes;
Specifically comprise the following steps:
1)Take feature in a river model 1 obvious and the secondary two constant positions of shape, position that make are as benchmark Position, and a datum mark is respectively determined on benchmark position;
In the present embodiment, island 2,3 is taken respectively to determine a benchmark on island 2,3 as benchmark position on a river model Point 4,5, wherein, benchmark position can be plane but be not limited to plane, and benchmark position, the selection standard of datum mark are that feature is obvious, just In identification, and its shape, position are constant during secondary making, and those skilled in the art can arbitrarily select according to above-mentioned condition, It is not limited to island.
2)Found and the benchmark position on a river model 1 on secondary model drawing corresponding to secondary making river model Two datum marks 4,5 on corresponding two islands 2,3 and island 2,3, and to two datum marks on secondary model drawing 4th, 5 it is marked;
3)Benchmark position on secondary model drawing is printed by the size in proportion of a river model 1, and is correspondingly attached to Corresponding to river model 1 on island 2,3, then with two datum marks 4,5 on secondary model drawing it is basic point, in secondary mould Secondary making characteristic point is measured in type drawing respectively to the distance of two datum marks 4,5, further according to what is measured in secondary model drawing Numerical value determines each secondary making feature for basic point with the datum mark 4,5 of two marks in a river model using intersection The position of point;
4)River model is modified making according to the secondary characteristic point drawn.
Secondary making characteristic point of the present invention refers to border turning point, circular arc center of circle etc., profit in secondary making model The border of secondary model making can be linked out with series of features point, and then completes model plane control.

Claims (3)

  1. A kind of 1. secondary position control method in river model test, it is characterised in that:Utilize the feature in a river model Substantially, the allocation control points that the point do not changed in secondary making makes as secondary model, a river model is carried out again Modification makes;
    Specifically comprise the following steps:
    1)Take feature in a river model obvious and it is secondary make two constant positions of shape, position as benchmark position, And a datum mark is respectively determined on benchmark position;
    2)Corresponding two benchmark positions and two datum marks are being found on secondary model drawing corresponding to secondary making river model, And two datum marks on secondary model drawing are marked;
    3)Secondary making characteristic point is measured in secondary model drawing respectively to the distance of two datum marks, further according to secondary model figure The numerical value measured in paper determines that each secondary making is special using two datum marks as basic point in a river model using intersection Levy the position of point;
    4)River model is modified making according to the secondary characteristic point drawn.
  2. 2. secondary position control method in a kind of river model test according to claim 1, it is characterised in that:Step 1) In benchmark position be plane.
  3. 3. secondary position control method in a kind of river model test according to claim 2, it is characterised in that:In step 3)It is middle first to print the benchmark position on secondary model drawing by the size in proportion of a river model, and it is attached to a river Corresponding to work model on position, being easy to can be to datum mark when being drawn on a river model to secondary making characteristic point intersection Accurately identified.
CN201710977588.XA 2017-10-19 2017-10-19 Secondary position control method in a kind of river model test Active CN107604874B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710977588.XA CN107604874B (en) 2017-10-19 2017-10-19 Secondary position control method in a kind of river model test

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710977588.XA CN107604874B (en) 2017-10-19 2017-10-19 Secondary position control method in a kind of river model test

Publications (2)

Publication Number Publication Date
CN107604874A true CN107604874A (en) 2018-01-19
CN107604874B CN107604874B (en) 2019-05-10

Family

ID=61077618

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710977588.XA Active CN107604874B (en) 2017-10-19 2017-10-19 Secondary position control method in a kind of river model test

Country Status (1)

Country Link
CN (1) CN107604874B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108460828A (en) * 2018-03-23 2018-08-28 水利部交通运输部国家能源局南京水利科学研究院 A kind of 3D printing navigation channel model fast modeling method
CN113406851A (en) * 2021-05-31 2021-09-17 南方电网调峰调频发电有限公司 Hydraulic model installation device and method

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1991011564A1 (en) * 1990-01-16 1991-08-08 James Marshall Parks Emplacement of foraminous piping in non-cohesive subsoils
CN102140786A (en) * 2011-01-07 2011-08-03 河海大学 Manufacturing method of hydraulic model
CN102383394A (en) * 2011-08-09 2012-03-21 黄河水利委员会黄河水利科学研究院 Test method of rive project movable bed physical model coupling
CN103617649A (en) * 2013-11-05 2014-03-05 北京江宜科技有限公司 Camera self-calibration technology-based river model topography measurement method
CN104133959A (en) * 2014-07-28 2014-11-05 东北大学 Bridge finite element model modifying method
CN105825498A (en) * 2015-01-27 2016-08-03 株式会社拓普康 Survey data processing device, survey data processing method, and program therefor
CN106339820A (en) * 2016-08-31 2017-01-18 中国电建集团昆明勘测设计研究院有限公司 Marine structure observed behavior multi-dimensional analysis method based on virtual reality and system
CN106503154A (en) * 2016-10-21 2017-03-15 长江勘测规划设计研究有限责任公司 The automation extracting method of batch river cross-section morphological data

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1991011564A1 (en) * 1990-01-16 1991-08-08 James Marshall Parks Emplacement of foraminous piping in non-cohesive subsoils
CN102140786A (en) * 2011-01-07 2011-08-03 河海大学 Manufacturing method of hydraulic model
CN102383394A (en) * 2011-08-09 2012-03-21 黄河水利委员会黄河水利科学研究院 Test method of rive project movable bed physical model coupling
CN103617649A (en) * 2013-11-05 2014-03-05 北京江宜科技有限公司 Camera self-calibration technology-based river model topography measurement method
CN104133959A (en) * 2014-07-28 2014-11-05 东北大学 Bridge finite element model modifying method
CN105825498A (en) * 2015-01-27 2016-08-03 株式会社拓普康 Survey data processing device, survey data processing method, and program therefor
CN106339820A (en) * 2016-08-31 2017-01-18 中国电建集团昆明勘测设计研究院有限公司 Marine structure observed behavior multi-dimensional analysis method based on virtual reality and system
CN106503154A (en) * 2016-10-21 2017-03-15 长江勘测规划设计研究有限责任公司 The automation extracting method of batch river cross-section morphological data

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108460828A (en) * 2018-03-23 2018-08-28 水利部交通运输部国家能源局南京水利科学研究院 A kind of 3D printing navigation channel model fast modeling method
CN108460828B (en) * 2018-03-23 2019-02-15 水利部交通运输部国家能源局南京水利科学研究院 A kind of 3D printing navigation channel model fast modeling method
CN113406851A (en) * 2021-05-31 2021-09-17 南方电网调峰调频发电有限公司 Hydraulic model installation device and method

Also Published As

Publication number Publication date
CN107604874B (en) 2019-05-10

Similar Documents

Publication Publication Date Title
CN101650198B (en) Image processing method for reading pointer type instrument indication value
CN107604874A (en) Secondary position control method in a kind of river model test
CN101660932A (en) Automatic calibration method of pointer type automobile meter
CN100527375C (en) Testing wafer and testing method for edge bead removal
CN103874335A (en) Circuit board etching line width control method
CN103481662A (en) Laser process alignment measuring method
CN103817440A (en) Powder spraying, marking and blank cutting method for aluminum alloy components with ribs
CN104141217A (en) Fast clipping method for sheet of irregular shape
CN203293646U (en) Screen printing equipment and special measuring device for same
CN110187262A (en) A kind of choosing method of detection test points
CN105921888A (en) Method for performing laser cutting after edge-searching offset by using CCD
CN103808262B (en) The simulation of multi-hole position holes of products position repairs a die method
CN104657548A (en) Modeling method for radiation array plane error of planar slot array antenna
CN101504266B (en) Silicon slice detection tool and detection method
CN103600615B (en) A kind of on irregular eggshell face the method for depiction
CN103471501B (en) applique positioning projection device, system and method
CN112686964B (en) Calibration method and system for improving precision image indirect identification
CN106869490A (en) The preparation method of cambered surface plain form panel
CN205818040U (en) A kind of manual blanking tool of pattern-making on paper
CN104862944B (en) Flag class textile cutting specific purpose tool and cutting method
CN103925895B (en) A kind of industrial tag system of feature based spatial coordinated information
CN103143843A (en) Method for positioning mold line sample plate with positioning hole in repairing process
CN203446114U (en) V-CUT offset detection structure for printed circuit board
CN204314840U (en) Time writer and time writer resonance frequency adjusting gear
CN207585507U (en) A kind of tool for examining the symmetrical degree of winding tread

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