CN107292004A - A kind of Reservoir verification method based on BIM technology - Google Patents
A kind of Reservoir verification method based on BIM technology Download PDFInfo
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- CN107292004A CN107292004A CN201710423782.3A CN201710423782A CN107292004A CN 107292004 A CN107292004 A CN 107292004A CN 201710423782 A CN201710423782 A CN 201710423782A CN 107292004 A CN107292004 A CN 107292004A
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/20—Design optimisation, verification or simulation
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T19/00—Manipulating 3D models or images for computer graphics
- G06T19/20—Editing of 3D images, e.g. changing shapes or colours, aligning objects or positioning parts
Abstract
The invention provides a kind of Reservoir verification method based on BIM technology, comprise the following steps:1. model;2. colour;3. analyze;4. prediction scheme is set;5. show.The present invention uses BIM informationization technologies comprehensive analysis reservoir leakage boundary condition and potential geological defect, proves reservoir filling Cheng Ku condition, is favorably improved operating efficiency and effect;Full reservoir area intuitively 3 D stereo comprehensive analysis carried out by BIM technology, it is to avoid conventional combination text report, two-dimentional drawing analysis and the deficiency such as the consideration that brings is not comprehensive enough, data is easily omitted, substantially increase the intuitive and accuracy of analytic demonstration;Optimizing and select project can be carried out in BIM informationization models into the engineering treatment that place need to be taken according to what BIM technology demonstration was obtained, then simulation implementation is completed to selected scheme, checked again by the form of animated show and examine into the effect of reservoir filling, so as to improve demonstration and the validity and operability of concrete engineering measure.
Description
Technical field
The present invention relates to a kind of Reservoir verification method based on BIM technology.
Background technology
Chinese waterpower resourses very abundant, is mainly distributed on the provinces such as Tibet Autonomous Region, Sichuan and the Yunnan of southwest
Great rivers on.Waterpower resourses are clean reproducible energies, and hydroelectric resource development can save energy emission reduction, environmental protection, and meeting country can
Sustainable development strategy, while Resources of The West Area In China advantage can be converted into economic advantages, promote Economy of Western Areas social development,
It is the important measures for realizing development of the West Regions.Southwest is even more the main battle ground of Chinese present or even construction of hydropower facilities from now on.But
Southwest is also the main concentration location of karst area.Southwest karst area accounts for three points of southwest territory area
One of more than.Karst complex shape is various, mainly have lapies fluid bowl, solution cavity, depression, skylight, sinkhole, underground river,
Karst and karst source etc.;Meanwhile, more complicated more than karst area formation lithology, geological structure, some areas Jian Jia coal seams, coal
Ore deposit exploits to form Goaf Area, causes karstic ground water seepage field more to complicate.Karstification and artificial caused underground
The change of water seepage field often forms the Geological Defects of reservoir leakage, Reservoir condition is become complicated.
For the geological characteristics of karst area, the main research mode that current Reservoir condition demonstration is taken is to reservoir
Comprehensively detailed karst hydrogeology prospecting (experiment), karst hydrogeology analysis are carried out, reservoir rock is found out by comprehensive means
Molten hydrogeological boundary condition, infers possible karst leakage approach and mode, and then studies the processing of Reservoir Karst Seepage and arrange
Apply, finally from terms of technology, economy, safety overall merit reservoir into storehouse condition.
Due to the complexity of Karst Hydrogeological Conditions, integrated use karst hydrogeology is generally required into storehouse condition demonstration
Investigation way, survey face is wider, and prospecting and testing data, various information and data are various.In the prospecting process of argumentation, pass
The prospecting data processing mode and comprehensive analysis platform of system lack sharing and intuitive, especially analyze and count in Simulation of Seepage Field
The process of argumentation is difficult to expression directly perceived in terms of calculation, seepage treatment, and operating efficiency is relatively low.
The content of the invention
In order to solve the above technical problems, the invention provides a kind of Reservoir verification method based on BIM technology, the base
Cleverly BIM technology and experiment karst hydrogeology prospecting demonstration are combined in the Reservoir verification method of BIM technology, with
Just can image, it is directly perceived, accurately and efficiently prove Reservoir condition, and can also intuitively analyze and take engineering measure institute energy
The effect reached.
The present invention is achieved by the following technical programs.
A kind of Reservoir verification method based on BIM technology that the present invention is provided, comprises the following steps:
1. model:According to surveying and mapping data, three-dimensional mapping model is set up, and based on three-dimensional mapping model, with reference to geologic data,
Set up the Geological Engineering structure composition model that three-dimensional geological body Model and non-natural factor are present under native state;
2. colour:Three-dimensional mapping model and three-dimensional geological body Model are enclosed by color according to non-geometric attribute information, formed
Three-dimensional reservoir geological model data storehouse, and the storehouse basin collective model set up according to this below normal pool level;
3. analyze:According to the model of storehouse basin below normal pool level, reservoir leakage boundary condition is analyzed, auxiliary is found out potential
Leakage passage;
4. prediction scheme is set:For potential leakage passage, whether Ergodic judgement processing scheme is applicable, if any place applicatory
Reason scheme, then emulated in the basin model of storehouse using processing scheme;
5. show:Storehouse basin model through emulation is shown in animation form.
The non-geometric attribute information includes geologic body numbering, Geological Defects degree, geology color.
The three-dimensional mapping model and three-dimensional geological body Model are BIM.
In the three-dimensional mapping model and three-dimensional geological body Model model include watershed, formation lithology, geological structure,
Groundwater buried depth and the conditong of recharge and flowoff and draining, sinkhole, karst etc. (karst) hydrogeology boundary condition, wherein normal pool level
Following storehouse basin collective model includes the Geological Engineering structure that three-dimensional geological body Model and non-natural factor are present under native state
Model.
The processing scheme includes grout curtain, bedding antiseepage, concrete closure etc..
Step 5. after, in addition to 6. step export:The place that 4. leakage passage and step that 3. step is obtained obtain
The data of reason scheme emulation are output as file in the way of with word drawing.
The surveying and mapping data and geologic data are obtained by integrating means of hydrogeologic survey, including surface mapping and investigation,
Geology Drilling, live hydrogeological test and observation, physical prospecting test etc..
The beneficial effects of the present invention are:
1. BIM informationization technologies comprehensive analysis reservoir leakage boundary condition and potential geological defect, demonstration are used
Reservoir filling Cheng Ku condition, is favorably improved operating efficiency and effect;
2. the analysis directly perceived of full reservoir area is carried out by BIM technology, it is to avoid conventional combination text report, two-dimentional drawing analysis
And the deficiency such as not comprehensive enough, easy omission of data of consideration brought, substantially increase the intuitive and accuracy of analytic demonstration;
3. the obtained engineering treatment that need to be taken into place is proved according to BIM technology can be in BIM informationization models
Optimizing and select project is carried out, simulation implementation then is completed to selected scheme, then check and examine into by the form of animated show
The effect of reservoir filling, so as to improve demonstration and the validity and operability of concrete engineering measure.
Embodiment
Be described further below technical scheme, but claimed scope be not limited to it is described.
The present invention provides a kind of Reservoir condition Demonstration Method based on BIM technology, the numeral based on BIM technology
Change analysis method, comprise the following steps:
The first step:By BIM technology, the earth's surface that the gained initial achievements incorporation engineering design phase is surveyed according to early stage is adjusted
Look into, the probing such as geotechnical boring, connection test and electrical prospecting or physical prospecting means obtain live fundamental test data and drawing, build
Vertical dimensional topography mapping model and three-dimensional geological body Model, and examine qualified by correlation.The BIM models include watershed,
Formation lithology, geological structure, Groundwater buried depth and the conditong of recharge and flowoff and draining, sinkhole, the water spot that disappears, karst etc. (karst) hydrology
Matter boundary condition geological model body, the storehouse basin collective model wherein below normal pool level includes three-dimensional geologic under native state
The Geological Engineering structural model that model and non-natural factor are present;
Second step:Model and three-dimensional geological body Model, and related non-geometric attribute information are surveyed and drawn according to dimensional topography,
Three-dimensional reservoir geological model data storehouse is formed, and different colors are assigned according to different geological properties and is made a distinction.It is described non-several
What information includes the attributes such as geologic body numbering, Geological Defects degree, color;
3rd step:With BIM technology, according to three-dimensional geological model data storehouse information, comprehensive analysis influence reservoir filling
Seepage boundary condition, proves seepage mode, leakage approach, carries out leakage estimation etc., and then prove the perimeter strip of Reservoir
Part;
4th step:Hydrogeological defect in foregoing model, for leading to the leakage passage outside storehouse, is proposed suitably
Processing scheme is simultaneously carried out than choosing:For example, in the basin of storehouse can lava section take the measure of grout curtain;The positions such as sinkhole, the water spot that disappears
The processing mode blocked using riverbed bedding+concrete;The flow direction of karst is analytically descended, for flowing to the leaky pipe outside storehouse
Road carries out concrete grouting closure etc.;
5th step:Visualization function fully in application BIM technology, is handled above-mentioned treatment measures by BIM technology, with
The form of animation is shown, and is reached demonstration treatment effect, is checked and examine into the purpose of reservoir filling effect;
6th step:The data in analysis and processing procedure more than in the information of three-dimensional geological model data storehouse, with word and
The form of drawing, automation, the output of selectivity, for the use of next link in design cycle.
Claims (7)
1. a kind of Reservoir verification method based on BIM technology, it is characterised in that:Comprise the following steps:
1. model:According to surveying and mapping data, three-dimensional mapping model is set up, and based on three-dimensional mapping model, with reference to geologic data, set up
The Geological Engineering structure composition model that three-dimensional geological body Model and non-natural factor are present under native state;
2. colour:Three-dimensional mapping model and three-dimensional geological body Model are enclosed by color according to non-geometric attribute information, form three-dimensional
Reservoir geological model data storehouse, and the storehouse basin collective model set up according to this below normal pool level;
3. analyze:According to the collective model of storehouse basin below normal pool level, reservoir leakage boundary condition is analyzed, auxiliary is found out potential
Leakage passage;
4. prediction scheme is set:For potential leakage passage, whether Ergodic judgement processing scheme is applicable, if any processing side applicatory
Case, then emulated in the basin model of storehouse using processing scheme;
5. show:Storehouse basin model through emulation is shown in animation form.
2. the Reservoir verification method as claimed in claim 1 based on BIM technology, it is characterised in that:The non-geometric category
Property information include geologic body numbering, Geological Defects degree, geology color.
3. the Reservoir verification method as claimed in claim 2 based on BIM technology, it is characterised in that:The three-dimensional mapping
Model and three-dimensional geological body Model are BIM.
4. the Reservoir verification method as claimed in claim 2 based on BIM technology, it is characterised in that:The three-dimensional mapping
Model includes watershed, formation lithology, geological structure, Groundwater buried depth and mends footpath row's bar in model and three-dimensional geological body Model
Part, sinkhole, karst etc. (karst) hydrogeology boundary condition, the storehouse basin collective model bag wherein below normal pool level
Include the Geological Engineering structural model that three-dimensional geological body Model and non-natural factor are present under native state.
5. the Reservoir verification method as claimed in claim 2 based on BIM technology, it is characterised in that:The processing scheme
Including grout curtain, bedding antiseepage, concrete closure etc..
6. the Reservoir verification method as claimed in claim 1 based on BIM technology, it is characterised in that:Step 5. after,
Also 6. exported including step:The data for the processing scheme emulation that 4. leakage passage and step that 3. step is obtained obtain are with band text
The mode of word drawing is output as file.
7. the Reservoir verification method as claimed in claim 1 based on BIM technology, it is characterised in that:The surveying and mapping data
Obtained with geologic data by integrating means of hydrogeologic survey, including surface mapping and investigation, Geology Drilling, the live hydrology
Geological test and observation, physical prospecting test etc..
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108305322A (en) * | 2017-12-22 | 2018-07-20 | 中冶交通建设集团有限公司 | A kind of karst region Geological Defects body detecting method based on unmanned plane |
CN108413938A (en) * | 2017-12-22 | 2018-08-17 | 北方工业大学 | Karst area geological defect detection method combining unmanned aerial vehicle and in-tunnel object detection |
CN109933867A (en) * | 2019-02-27 | 2019-06-25 | 中国地质大学(武汉) | A kind of geotechnical engineering investigation scheme dynamic optimization method |
CN115712152A (en) * | 2022-10-13 | 2023-02-24 | 青海九零六工程勘察设计院有限责任公司 | Hydrological comprehensive exploration system and method for underground reservoir |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102707332A (en) * | 2012-05-11 | 2012-10-03 | 北京科技大学 | Interpretation and evaluation method for reservoir area engineering geological survey |
WO2017039676A1 (en) * | 2015-09-03 | 2017-03-09 | Halliburton Energy Services, Inc. | Horizontal reservoir description systems |
-
2017
- 2017-06-07 CN CN201710423782.3A patent/CN107292004A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102707332A (en) * | 2012-05-11 | 2012-10-03 | 北京科技大学 | Interpretation and evaluation method for reservoir area engineering geological survey |
WO2017039676A1 (en) * | 2015-09-03 | 2017-03-09 | Halliburton Energy Services, Inc. | Horizontal reservoir description systems |
Non-Patent Citations (2)
Title |
---|
刘伯鹍 等: "某抽水蓄能电站三维整体渗流场数值模拟与评价"", 《现代制造技术与装备》 * |
高英 等: "BIM+跨界应用开拓智慧水利", 《中国计算机报》 * |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108305322A (en) * | 2017-12-22 | 2018-07-20 | 中冶交通建设集团有限公司 | A kind of karst region Geological Defects body detecting method based on unmanned plane |
CN108413938A (en) * | 2017-12-22 | 2018-08-17 | 北方工业大学 | Karst area geological defect detection method combining unmanned aerial vehicle and in-tunnel object detection |
CN108305322B (en) * | 2017-12-22 | 2022-08-26 | 中冶交通建设集团有限公司 | Karst area geological defect detection method based on unmanned aerial vehicle |
CN109933867A (en) * | 2019-02-27 | 2019-06-25 | 中国地质大学(武汉) | A kind of geotechnical engineering investigation scheme dynamic optimization method |
CN115712152A (en) * | 2022-10-13 | 2023-02-24 | 青海九零六工程勘察设计院有限责任公司 | Hydrological comprehensive exploration system and method for underground reservoir |
CN115712152B (en) * | 2022-10-13 | 2024-03-22 | 青海九零六工程勘察设计院有限责任公司 | Hydrologic comprehensive exploration system and method for underground reservoir |
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