CN106894383A - A kind of Three-Dimensional Dynamic method for designing based on building stones exploitation and sub-area utilization - Google Patents
A kind of Three-Dimensional Dynamic method for designing based on building stones exploitation and sub-area utilization Download PDFInfo
- Publication number
- CN106894383A CN106894383A CN201710141394.6A CN201710141394A CN106894383A CN 106894383 A CN106894383 A CN 106894383A CN 201710141394 A CN201710141394 A CN 201710141394A CN 106894383 A CN106894383 A CN 106894383A
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- Prior art keywords
- building stones
- exploitation
- dam
- sub
- dimensional
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- 239000004575 stone Substances 0.000 title claims abstract description 57
- 238000000034 method Methods 0.000 title claims abstract description 16
- 238000011084 recovery Methods 0.000 claims abstract description 16
- 238000005065 mining Methods 0.000 claims abstract description 10
- 238000010276 construction Methods 0.000 claims abstract description 3
- 239000000463 material Substances 0.000 claims description 12
- 239000011435 rock Substances 0.000 claims description 5
- 238000013316 zoning Methods 0.000 claims description 5
- 238000005259 measurement Methods 0.000 claims description 3
- 238000009412 basement excavation Methods 0.000 claims 1
- 238000005457 optimization Methods 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 3
- 238000000605 extraction Methods 0.000 description 2
- 238000009533 lab test Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000013439 planning Methods 0.000 description 1
- 238000004886 process control Methods 0.000 description 1
- 239000010454 slate Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B1/00—Equipment or apparatus for, or methods of, general hydraulic engineering, e.g. protection of constructions against ice-strains
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/02—Fixed barrages
- E02B7/04—Dams across valleys
- E02B7/06—Earth-fill dams; Rock-fill dams
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21C—MINING OR QUARRYING
- E21C47/00—Machines for obtaining or the removal of materials in open-pit mines
- E21C47/10—Machines for obtaining or the removal of materials in open-pit mines for quarrying stone, sand, gravel, or clay
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Revetment (AREA)
Abstract
The present invention relates to Hydraulic and Hydro-Power Engineering technical field, it discloses a kind of Three-Dimensional Dynamic method for designing based on building stones exploitation and sub-area utilization,, shortage macroscopic view comparatively laborious to exploitation of stone control program judges in solving conventional art, influences the problem of dam filing progress.The method is comprised the following steps：A. building stones three-dimensional geological model is set up according to early stage exploration data；B. the corresponding relation at exploitation position and dam subregion is determined based on building stones three-dimensional geological model；C. current dam filing and building stones mining progress, real-time control, dynamic adjustment recovery scheme are combined.The present invention is suitable for dam filing construction.
Description
Technical field
The present invention relates to Hydraulic and Hydro-Power Engineering technical field, and in particular to a kind of based on building stones exploitation and sub-area utilization
Three-Dimensional Dynamic method for designing.
Background technology
At present, hydroelectric project exploitation is lasting accelerates, for rock-fill dam materials exploitation and the level of sub-area utilization design
Improve a lot.Building stones exploitation directly affects the exploitation planning of whole building stones and filling out for dam with the relation of sub-area utilization
Build quality.
In the prior art, mainly identified by live building stones and laboratory test controls exploitation of stone：Designer first
Member carries out building stones identification, determines the indexs such as building stones lithology, rate of decay, then the physical mechanics property of building stones is determined by laboratory test
Matter, then judges the position of the position gravel embankment to dam zoning.
The above method is relatively complicated, and situ appraisal frequency is high, lacks macroscopic view and judges, dam filing is influenceed to a certain extent
Progress.
The content of the invention
The technical problems to be solved by the invention are：Propose a kind of Three-Dimensional Dynamic based on building stones exploitation and sub-area utilization
Method for designing, shortage macroscopic view comparatively laborious to exploitation of stone control program judges that influence dam filing enters in solving conventional art
The problem of degree.
The present invention solves the scheme that is used of above-mentioned technical problem：
A kind of Three-Dimensional Dynamic method for designing based on building stones exploitation and sub-area utilization, comprises the following steps：
A. building stones three-dimensional geological model is set up according to early stage exploration data；
B. the corresponding relation at exploitation position and dam subregion is determined based on building stones three-dimensional geological model；
C. current dam filing and building stones mining progress, real-time control, dynamic adjustment recovery scheme are combined.
Used as further optimization, in step a, the three-dimensional geological model includes：Building stones place shape, strata interface, structure
Make face, stripping aspect, these geological interfaces of weathering face.
Used as further optimization, step b is specifically included：
According to building stones three-dimensional geological model, anticipation is carried out to building stones quality first, then, according to anticipation result combination structure
The geological interface built carries out subregion to building stones ROCK CONDITIONS, according to division result, primarily determines that exploitation position and dam subregion
Corresponding relation.
As further optimization, in step b, the corresponding relation for primarily determining that exploitation position and dam subregion, including：
The preferential material area for being matched from building stones reserves and dam zoning, exploiting material source and fill material elevation matching.
Used as further optimization, step b also includes：Formulate corresponding in the current Optimal mining position reflected according to model
Recovery scheme, ensures that mining rate and the progress of building a dam match when recovery scheme is specified.
Used as further optimization, in step c, the real-time control, dynamic adjustment recovery scheme include：In recovery process
In, if excavate the geological conditions for disclosing has deviation with geological model, geological model can be carried out according to field measurement data
Dynamic adjustment.
The beneficial effects of the invention are as follows：
1) it is easy accurately to determine that building stones exploitation position is corresponding with dam subregion according to the three-dimensional geological model set up
Relation, can carry out macroscopical judgement, so as to play process control effect to exploitation of stone；
2) current recovery scheme is dynamically adjusted by threedimensional model, recovery scheme matches with dam filing position, is controlled；
3) in the case of one dam zoning of correspondence of multiple exploitation position, optimal side can be selected by threedimensional model
Case, realizes exploitation optimization selection.
4) situ extraction sets up effectively linkage with model, and model can instruct mining operations, and exploitation can feed back right in model
It is corrected and updates, and efficiency and filled soils are filled so as to ensure.
Brief description of the drawings
Fig. 1 is the dam filing dynamic design flow chart based on building stones exploitation and sub-area utilization in embodiment.
Specific embodiment
The present invention is directed to propose a kind of Three-Dimensional Dynamic method for designing based on building stones exploitation and sub-area utilization, solves tradition
Comparatively laborious to exploitation of stone control program in technology, shortage macroscopic view judgement, influences the problem of dam filing progress.It passes through three
Dimension informationization technology, there is the anticipation of foundation, and exploitation in order, efficiently to building stones carries out dynamic control, with reference to current dam
The progress filled, it is easy accurately to determine the corresponding relation of building stones exploitation position and dam subregion, so that production efficiency is improved,
Optimizing exploitation scheme.
Below in conjunction with the accompanying drawings and embodiment the solution of the present invention is further described：
As shown in figure 1, the Three-Dimensional Dynamic method for designing based on building stones exploitation and sub-area utilization in the present embodiment includes
Following implementation steps：
1st, building stones three-dimensional geological model is set up according to early stage exploration data；
Three-dimensional geological model includes：The ground such as building stones place shape, strata interface, construction face, stripping aspect, weathering face
Matter interface, the three-dimensional geological model in the application can also upgrade in time according to situ extraction situation.
2nd, according to building stones three-dimensional geological model, anticipation is carried out to building stones quality first, according to anticipation result, with reference to structure
Geological interface, subregion is carried out to building stones ROCK CONDITIONS.According to division result, primarily determine that exploitation position with dam subregion
Corresponding relation.
In this step, according to building stones entirety and Different Strata ROCK CONDITIONS subregion schematic diagram, building stones can be primarily determined that
Field position and dam subregion corresponding relation, and tentatively formulate recovery scheme.Such as：The area of downstream enrockment 1 of certain dam body is using under weak
Weathering, weak off-load~micro- be new, without off-load sandstone；The area of upstream side enrockment 1 using weak lower weathering, weak off-load~micro- it is new, without relieving slab
Rock；Enrockment 2,3rd area use weak lower weathering, weak off-load sandstone or slate.Matched according to building stones reserves and dam zoning, exploit strong
Spend and the progress of building a dam matches, preferentially selects exploitation material source and fill the material area that material elevation is matched, reduce as far as possible and filled on dam
" material ", or material source exploitation surplus needs contradictions such as " unloadings ".
3rd, with reference to current dam filing and building stones mining progress, real-time control, dynamic adjustment recovery scheme.Such as：At present
Main reclamation district is the area of dam downstream enrockment 1, then should preferentially exploit the fresh sandstone under peel ply, can be anti-from model
Current Optimal mining position is mirrored, so as to formulate recovery scheme；In recovery process, if excavating the geological conditions and geology for disclosing
Model has deviation, then can enter Mobile state adjustment to geological model according to field measurement data.
Claims (6)
1. a kind of Three-Dimensional Dynamic method for designing based on building stones exploitation and sub-area utilization, it is characterised in that comprise the following steps：
A. building stones three-dimensional geological model is set up according to early stage exploration data；
B. the corresponding relation at exploitation position and dam subregion is determined based on building stones three-dimensional geological model；
C. current dam filing and building stones mining progress, real-time control, dynamic adjustment recovery scheme are combined.
2. a kind of Three-Dimensional Dynamic method for designing based on building stones exploitation and sub-area utilization as claimed in claim 1, its feature
It is that in step a, the three-dimensional geological model includes：Building stones place shape, strata interface, construction face, stripping aspect, weathering
Relief face these geological interfaces.
3. a kind of Three-Dimensional Dynamic method for designing based on building stones exploitation and sub-area utilization as claimed in claim 1, its feature
It is that step b is specifically included：
According to building stones three-dimensional geological model, anticipation is carried out to building stones quality first, then, combine what is built according to anticipation result
Geological interface carries out subregion to building stones ROCK CONDITIONS, according to division result, primarily determines that exploitation position is right with dam subregion
Should be related to.
4. a kind of Three-Dimensional Dynamic method for designing based on building stones exploitation and sub-area utilization as claimed in claim 3, its feature
It is, in step b, the corresponding relation for primarily determining that exploitation position and dam subregion, including：It is preferential from building stones reserves and
The material area that dam zoning matches, exploits material source and fill material elevation matching.
5. a kind of Three-Dimensional Dynamic method for designing based on building stones exploitation and sub-area utilization as claimed in claim 4, its feature
It is that step b also includes：Corresponding recovery scheme is formulated at the current Optimal mining position reflected according to model, is opened specifying
Ensure that mining rate and the progress of building a dam match when adopting scheme.
6. a kind of Three-Dimensional Dynamic design side based on building stones exploitation and sub-area utilization as described in claim 1-5 any one
Method, it is characterised in that in step c, the real-time control, dynamic adjustment recovery scheme include：In recovery process, if excavation is taken off
The geological conditions for showing has deviation with geological model, then can enter Mobile state adjustment to geological model according to field measurement data.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710141394.6A CN106894383A (en) | 2017-03-10 | 2017-03-10 | A kind of Three-Dimensional Dynamic method for designing based on building stones exploitation and sub-area utilization |
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| CN201710141394.6A CN106894383A (en) | 2017-03-10 | 2017-03-10 | A kind of Three-Dimensional Dynamic method for designing based on building stones exploitation and sub-area utilization |
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| CN106894383A true CN106894383A (en) | 2017-06-27 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110852551A (en) * | 2019-09-04 | 2020-02-28 | 中国电建集团成都勘测设计研究院有限公司 | Stock yard reserve calculation method |
| CN111784832A (en) * | 2020-06-22 | 2020-10-16 | 长江大学 | Stratum dynamic correction method of geological model |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1158662A1 (en) * | 1984-01-13 | 1985-05-30 | Среднеазиатский Ордена Трудового Красного Знамени Государственный Проектно-Изыскательский И Научно-Исследовательский Институт По Ирригационному И Мелиоративному Строительству "Средазгипроводхлопок" Им.А.А.Саркисова | Method of erecting a dam |
| CN102750739A (en) * | 2012-06-06 | 2012-10-24 | 中国水电顾问集团成都勘测设计研究院 | Construction method of three-dimensional geologic model |
| CN104143023A (en) * | 2014-07-28 | 2014-11-12 | 天津大学 | Concrete faced rockfill dam construction progress simulation method based on parameter analysis and real time monitoring |
| CN105625272A (en) * | 2016-01-30 | 2016-06-01 | 清华大学 | 3 D building system and method for earth-rock dam |
-
2017
- 2017-03-10 CN CN201710141394.6A patent/CN106894383A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1158662A1 (en) * | 1984-01-13 | 1985-05-30 | Среднеазиатский Ордена Трудового Красного Знамени Государственный Проектно-Изыскательский И Научно-Исследовательский Институт По Ирригационному И Мелиоративному Строительству "Средазгипроводхлопок" Им.А.А.Саркисова | Method of erecting a dam |
| CN102750739A (en) * | 2012-06-06 | 2012-10-24 | 中国水电顾问集团成都勘测设计研究院 | Construction method of three-dimensional geologic model |
| CN104143023A (en) * | 2014-07-28 | 2014-11-12 | 天津大学 | Concrete faced rockfill dam construction progress simulation method based on parameter analysis and real time monitoring |
| CN105625272A (en) * | 2016-01-30 | 2016-06-01 | 清华大学 | 3 D building system and method for earth-rock dam |
Non-Patent Citations (2)
| Title |
|---|
| 宗敦峰 等: "《高混凝土面板堆石坝施工关键技术》", 30 April 2014, 中国水利水电出版社 * |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110852551A (en) * | 2019-09-04 | 2020-02-28 | 中国电建集团成都勘测设计研究院有限公司 | Stock yard reserve calculation method |
| CN111784832A (en) * | 2020-06-22 | 2020-10-16 | 长江大学 | Stratum dynamic correction method of geological model |
| CN111784832B (en) * | 2020-06-22 | 2024-01-09 | 长江大学 | Stratum dynamic correction method of geological model |
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Application publication date: 20170627 |
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