CN117574518A - Modeling method and system for three-dimensional geological model of underground factory building of pumped storage power station - Google Patents

Modeling method and system for three-dimensional geological model of underground factory building of pumped storage power station Download PDF

Info

Publication number
CN117574518A
CN117574518A CN202410051014.XA CN202410051014A CN117574518A CN 117574518 A CN117574518 A CN 117574518A CN 202410051014 A CN202410051014 A CN 202410051014A CN 117574518 A CN117574518 A CN 117574518A
Authority
CN
China
Prior art keywords
tunnel
sampling
underground
stratum
water
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
CN202410051014.XA
Other languages
Chinese (zh)
Other versions
CN117574518B (en
Inventor
陈曦
唐波
姜岚
赵宇飞
王震洲
王彦兵
茹松楠
姜龙
曹瑞琅
江波
徐秋实
杭翠翠
陈博文
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.)
China Three Gorges University CTGU
China Institute of Water Resources and Hydropower Research
State Grid Xinyuan Co Ltd
State Grid Economic and Technological Research Institute
China Power Engineering Consultant Group Central Southern China Electric Power Design Institute Corp
Economic and Technological Research Institute of State Grid Hubei Electric Power Co Ltd
Original Assignee
China Three Gorges University CTGU
China Institute of Water Resources and Hydropower Research
State Grid Xinyuan Co Ltd
State Grid Economic and Technological Research Institute
China Power Engineering Consultant Group Central Southern China Electric Power Design Institute Corp
Economic and Technological Research Institute of State Grid Hubei Electric Power Co Ltd
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 China Three Gorges University CTGU, China Institute of Water Resources and Hydropower Research, State Grid Xinyuan Co Ltd, State Grid Economic and Technological Research Institute, China Power Engineering Consultant Group Central Southern China Electric Power Design Institute Corp, Economic and Technological Research Institute of State Grid Hubei Electric Power Co Ltd filed Critical China Three Gorges University CTGU
Priority to CN202410051014.XA priority Critical patent/CN117574518B/en
Publication of CN117574518A publication Critical patent/CN117574518A/en
Application granted granted Critical
Publication of CN117574518B publication Critical patent/CN117574518B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • G—PHYSICS
    • G06—COMPUTING; CALCULATING OR COUNTING
    • G06F—ELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00—Computer-aided design [CAD]
    • G06F30/10—Geometric CAD
    • G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C5/00—Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
    • 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
    • G—PHYSICS
    • G06—COMPUTING; CALCULATING OR COUNTING
    • G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
    • G06T17/00—Three dimensional [3D] modelling, e.g. data description of 3D objects
    • G06T17/05—Geographic models
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/20—Hydro energy

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Geometry (AREA)
  • General Physics & Mathematics (AREA)
  • Theoretical Computer Science (AREA)
  • Computer Hardware Design (AREA)
  • Remote Sensing (AREA)
  • Software Systems (AREA)
  • General Engineering & Computer Science (AREA)
  • Evolutionary Computation (AREA)
  • Mathematical Optimization (AREA)
  • Pure & Applied Mathematics (AREA)
  • Mathematical Analysis (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Computational Mathematics (AREA)
  • Computer Graphics (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Geophysics And Detection Of Objects (AREA)

Abstract

The three-dimensional geological model modeling method for the pumped storage power station underground plant comprises the following steps of: step one, collecting remote sensing data of ground elevation corresponding to a pre-built pumped storage underground factory building area, and dividing a corresponding ground surface contour line by using the remote sensing data of the ground elevation; step two, obtaining the direction and the area of water flow according to the corresponding surface contour lines, and marking a plurality of sampling sections in the diversion tunnel, the main plant tunnel and the tail water tunnel of the tunneled underground plant close to the upper reservoir without water; and thirdly, arranging sampling devices in all the sampling sections. According to the invention, the geological environment of the adjacent area at the section is sampled and data acquired, and a complete and continuous underground three-dimensional model is built subsequently, so that the speed and the precision of modeling are improved.

Description

Modeling method and system for three-dimensional geological model of underground factory building of pumped storage power station
Technical Field
The invention relates to the field of pumped storage power station equipment, in particular to a method and a system for modeling a three-dimensional geological model of an underground factory building of a pumped storage power station.
Background
The pumped storage power station is mainly used for peak clipping and valley filling, and the working principle is that water in a lower reservoir is pumped into an upper reservoir when the power grid load is low, and the water in the upper reservoir is discharged for power generation when the power grid load is high. When the water head of the upper reservoir is larger and the capacity is higher and is limited by the regulation of terrains and geology, such as canyons, mountain and rock unstable areas, severe cold, intense heat or areas with frequent weather changes, an underground factory building structure is often adopted to avoid adverse effects of climate. The underground plant is an area for placing a water pump, a water turbine and a generator/motor, and is divided into a head type, a tail type and a middle type according to the arrangement position of the underground plant in a diversion power generation system, most of equipment in the underground plant is located underground, and the underground plant generally comprises a main plant, an auxiliary plant, a main transformer room, an installation room, a transportation hole, a valve room, a tail water hole or a ventilation hole and other structural areas.
Due to the complexity of tunneling construction and rock-soil medium, formation deformation, movement or settlement may be caused during the construction process and the operation process of equipment of the underground plant, which threatens personnel and equipment in the underground plant. Therefore, it is necessary to monitor the geological conditions of the pumped storage power station underground factory building during construction and operation. At present, many conventional means are to perform discrete sampling of stratum completely by means of vertical geological drilling or vertical shaft, or to establish the ground shape of a contour layer by combining remote sensing data, but the underground factory building excavated underground and the deep adjacent geological structure of the underground factory building are not fully and comprehensively obtained, so that great uncertainty exists in construction and subsequent maintenance, and adverse effects are caused on construction period and construction safety.
The Chinese patent application with the application number of CN202011596360.4 and the application date of 2020, 12 and 29 discloses a three-dimensional geologic model modeling method, which solves the problem of three-dimensional fine modeling of geology in petroleum exploration. The invention comprises the following steps: s1, collecting geological data, performing parameter interpretation on the geological data in geological three-dimensional modeling software, and establishing a geological model database; s2, building a geological structure model, a phase model and an attribute model, and building a matrix reservoir model; s3, according to geological data collected in the step S1, performing crack characteristic parameter interpretation and performing crack first constraint on the basis of a matrix reservoir model; s4, establishing a matrix reservoir model subjected to first constraint of the fracture in finite element analysis software, performing stress analysis experiments according to geological data in the step S1, simulating the generation of derivative fracture, and recording structural parameters of the derivative fracture; s5, parameter interpretation of derivative fracture structure parameters is made in geological three-dimensional modeling software, and secondary constraint of fracture is carried out on the matrix reservoir model, so that a three-dimensional geological model is obtained. However, the above-mentioned existing scheme does not solve the problem that the underground factory building and the deep adjacent geological structure thereof cannot be fully and comprehensively obtained.
The disclosure of this background section is only intended to increase the understanding of the general background of the present patent application and should not be taken as an admission or any form of suggestion that this information forms the prior art already known to a person of ordinary skill in the art.
Disclosure of Invention
The invention aims to solve the problem that the underground powerhouse and the deep adjacent geological structure thereof cannot be fully and comprehensively obtained in the prior art, and provides a three-dimensional geological model modeling method and a three-dimensional geological model modeling system for the pumped storage power station underground powerhouse, wherein the three-dimensional geological model modeling method and the three-dimensional geological model modeling system can fully and comprehensively obtain the adjacent geological structure of the underground powerhouse and the deep adjacent geological structure thereof.
In order to achieve the above object, the technical solution of the present invention is: a modeling method of a three-dimensional geological model of an underground factory building of a pumped storage power station comprises the following steps:
collecting remote sensing data of the ground altitude corresponding to a pre-built pumped storage underground factory building area, and dividing a corresponding ground surface contour line by utilizing the remote sensing data of the ground altitude;
according to the corresponding surface contour lines, the water flow direction and the area are obtained, and a plurality of sampling sections are marked in the diversion tunnel, the main plant tunnel and the tail water tunnel of the underground plant which is tunneled and is not filled with water and is close to the upper reservoir in sequence;
Arranging sampling devices in all sampling sections, and acquiring first geological condition data of all the sampling sections by the sampling devices when the underground factory building is not filled with water; after the underground factory building is filled with water, the sampling device acquires second geological condition data of all sampling sections;
and respectively inputting the first geological condition data and the second geological condition data into a three-dimensional modeling tool to construct a three-dimensional geological model of the underground plant.
The direction and the region that obtain rivers according to the earth's surface contour that corresponds, in order behind the tunneling and not leading to water underground factory building be close to diversion tunnel, main building tunnel and the tail water tunnel of upper reservoir in a plurality of sampling cross sections of mark respectively refer to:
when the elevation difference between the nearest end of the diversion tunnel, the main plant tunnel or the tail water tunnel and the ground surface does not exceed a critical depth threshold value, arranging a sampling section at intervals of a first preset threshold value along the extending direction of the central shaft of the diversion tunnel, the main plant tunnel or the tail water tunnel;
when the elevation difference between the nearest end of the diversion tunnel, the main plant tunnel or the tail water tunnel and the ground surface is larger than a critical depth threshold value, arranging a sampling section along the extending direction of the central shaft of the diversion tunnel, the main plant tunnel or the tail water tunnel at intervals of a second preset threshold value, wherein the first preset threshold value is smaller than the second preset threshold value, all the sampling sections are arranged along the plumb direction, and all the sampling sections are arranged in parallel;
The elevation difference is the difference between the sampling section and the surface contour.
The first preset threshold value and the second preset threshold value are not smaller than 20 meters.
The sampling device is embedded in the embedded groove of each sampling section, the sampling device comprises an inner cylinder body, a frame body, at least one pair of rocker arms, a driving mechanism, a sending unit and a receiving unit, the frame body is arranged between the embedded groove and the inner cylinder body, at least one pair of rocker arms and driving mechanisms are arranged on the outer periphery of the frame body, each driving mechanism is connected with the rocker arm, the rocker arms are connected with the frame body, and each rocker arm drives the corresponding frame body to rotate;
the inner cylinder is communicated with the diversion tunnel and the main plant tunnel, and the inner cylinder is communicated with the diversion tunnel and the tail water tunnel;
each rocker arm is provided with a transmitting unit and a receiving unit;
a transmission unit for transmitting electromagnetic wave signals to a stratum outside the frame body;
and the receiving unit is used for receiving electromagnetic wave signals reflected by the stratum outside the frame body.
The frame body comprises a plurality of connecting portions, a limiting portion is arranged at one end of each of the two adjacent connecting portions, the limiting portions are embedded in the embedded grooves, two ends of each connecting portion are hinged to the corresponding limiting portion, and the rocker arm is hinged to the corresponding connecting portion.
When the underground factory building is not filled with water, the sampling device acquires first geological condition data of all sampling sections, which specifically means that: the method comprises the steps of adjusting included angles and/or intervals between rocker arms, respectively scanning stratum with different depths in at least one normal direction of a frame body, obtaining round trip time of electromagnetic wave signals transmitted in the stratum, determining stratum areas with relative dielectric constants and thicknesses of stratum areas in adjacent areas of a sampling section where a sampling device is located, drawing boundary points of all stratum areas on the sampling section, and sequentially recording world coordinate system coordinates of the boundary points of all stratum areas according to distances from a diversion tunnel, a main plant tunnel or a tail water tunnel to the tunnel to serve as first geological condition data temporary storage;
after the underground factory building is filled with water, the sampling device acquires second geological condition data of all sampling sections, which specifically means that: and in a period of time adjacent to the water storage and the water storage of the upper reservoir or a period of time adjacent to the water drainage and the water discharge of the lower reservoir, adjusting an included angle and/or an interval between rocker arms, respectively scanning stratum with different depths in at least one normal direction of a frame body, acquiring round trip time of electromagnetic wave signals transmitted in the stratum, determining stratum areas with relative dielectric constants and thicknesses of the stratum areas in adjacent areas of a sampling section where a sampling device is positioned, drawing boundary points of each stratum area on the sampling section, and sequentially recording world coordinate system coordinates of the boundary points of each stratum area according to the distance sequence between the boundary points and a diversion tunnel, a main plant tunnel or a tail water tunnel as second geological condition data temporary storage.
The step of inputting the acquired first geological condition data and second geological condition data into a three-dimensional modeling tool respectively, and the step of constructing a three-dimensional geological model of the underground factory building is as follows: interpolation is carried out on boundary areas of stratum areas which are adjacent to one or more sampling sections and have similar height ranges and relative dielectric constants to form a plurality of space closed stratum areas, grids are divided in the plurality of space closed stratum areas, grids are built and connected in the boundaries and the interiors of the plurality of space closed stratum areas, and further three-dimensional coordinates of vertexes of each grid are obtained and input into a three-dimensional modeling tool.
A pumped storage power station underground powerhouse three-dimensional geologic model modeling system, comprising: the device comprises a dividing module, a section module, a geological condition module and an analysis module;
the dividing module is in signal connection with the section module, the section module is in signal connection with the geological condition module, and the geological condition module is in signal connection with the analysis module;
the dividing module is used for collecting remote sensing data of the ground elevation corresponding to the pre-built pumped storage underground factory building area and dividing a corresponding ground surface contour line by utilizing the remote sensing data of the ground elevation;
the section module is used for obtaining the direction and the area of water flow according to the corresponding surface contour line, and a plurality of sampling sections are marked in the diversion tunnel, the main plant tunnel and the tail water tunnel of the tunneled underground plant close to the upper reservoir without water;
The geological condition module is used for arranging sampling devices in all sampling sections, and the sampling devices acquire first geological condition data of all the sampling sections when the underground factory building is not filled with water; after the underground factory building is filled with water, the sampling device acquires second geological condition data of all sampling sections;
the analysis module is used for inputting the first geological condition data and the second geological condition data into the three-dimensional modeling tool respectively to construct a three-dimensional geological model of the underground plant.
The direction and the region that obtain rivers according to the earth's surface contour that corresponds, in order behind the tunneling and not leading to water underground factory building be close to diversion tunnel, main building tunnel and the tail water tunnel of upper reservoir in a plurality of sampling cross sections of mark respectively refer to:
when the elevation difference between the nearest end of the diversion tunnel, the main plant tunnel or the tail water tunnel and the ground surface does not exceed a critical depth threshold value, arranging a sampling section at intervals of a first preset threshold value along the extending direction of the central shaft of the diversion tunnel, the main plant tunnel or the tail water tunnel;
when the elevation difference between the nearest end of the diversion tunnel, the main plant tunnel or the tail water tunnel and the ground surface is larger than a critical depth threshold value, arranging a sampling section along the extending direction of the central shaft of the diversion tunnel, the main plant tunnel or the tail water tunnel at intervals of a second preset threshold value, wherein the first preset threshold value is smaller than the second preset threshold value, all the sampling sections are arranged along the plumb direction, and all the sampling sections are arranged in parallel;
The elevation difference is the difference between the sampling section and the surface contour.
The first preset threshold value and the second preset threshold value are not smaller than 20 meters.
The sampling device is embedded in the embedded groove of each sampling section, the sampling device comprises an inner cylinder body, a frame body, at least one pair of rocker arms, a driving mechanism, a sending unit and a receiving unit, the frame body is arranged between the embedded groove and the inner cylinder body, at least one pair of rocker arms and driving mechanisms are arranged on the outer periphery of the frame body, each driving mechanism is connected with the rocker arm, the rocker arms are connected with the frame body, and each rocker arm drives the corresponding frame body to rotate;
the inner cylinder is communicated with the diversion tunnel and the main plant tunnel, and the inner cylinder is communicated with the diversion tunnel and the tail water tunnel;
each rocker arm is provided with a transmitting unit and a receiving unit;
a transmission unit for transmitting electromagnetic wave signals to a stratum outside the frame body;
and the receiving unit is used for receiving electromagnetic wave signals reflected by the stratum outside the frame body.
The frame body comprises a plurality of connecting portions, a limiting portion is arranged at one end of each of the two adjacent connecting portions, the limiting portions are embedded in the embedded grooves, two ends of each connecting portion are hinged to the corresponding limiting portion, and the rocker arm is hinged to the corresponding connecting portion.
When the underground factory building is not filled with water, the sampling device acquires first geological condition data of all sampling sections, which specifically means that: the method comprises the steps of adjusting included angles and/or intervals between rocker arms, respectively scanning stratum with different depths in at least one normal direction of a frame body, obtaining round trip time of electromagnetic wave signals transmitted in the stratum, determining stratum areas with relative dielectric constants and thicknesses of stratum areas in adjacent areas of a sampling section where a sampling device is located, drawing boundary points of all stratum areas on the sampling section, and sequentially recording world coordinate system coordinates of the boundary points of all stratum areas according to distances from a diversion tunnel, a main plant tunnel or a tail water tunnel to the tunnel to serve as first geological condition data temporary storage;
after the underground factory building is filled with water, the sampling device acquires second geological condition data of all sampling sections, which specifically means that: and in a period of time adjacent to the water storage and the water storage of the upper reservoir or a period of time adjacent to the water drainage and the water discharge of the lower reservoir, adjusting an included angle and/or an interval between rocker arms, respectively scanning stratum with different depths in at least one normal direction of a frame body, acquiring round trip time of electromagnetic wave signals transmitted in the stratum, determining stratum areas with relative dielectric constants and thicknesses of the stratum areas in adjacent areas of a sampling section where a sampling device is positioned, drawing boundary points of each stratum area on the sampling section, and sequentially recording world coordinate system coordinates of the boundary points of each stratum area according to the distance sequence between the boundary points and a diversion tunnel, a main plant tunnel or a tail water tunnel as second geological condition data temporary storage.
The step of inputting the acquired first geological condition data and second geological condition data into a three-dimensional modeling tool respectively, and the step of constructing a three-dimensional geological model of the underground factory building is as follows: interpolation is carried out on boundary areas of stratum areas which are adjacent to one or more sampling sections and have similar height ranges and relative dielectric constants to form a plurality of space closed stratum areas, grids are divided in the plurality of space closed stratum areas, grids are built and connected in the boundaries and the interiors of the plurality of space closed stratum areas, and further three-dimensional coordinates of vertexes of each grid are obtained and input into a three-dimensional modeling tool.
A three-dimensional geological model modeling device for an underground factory building of a pumped storage power station,
comprising a memory and a processor;
the memory is used for storing computer program codes and transmitting the computer program codes to the processor;
the processor is used for executing the modeling method of the three-dimensional geological model of the underground powerhouse of the pumped storage power station according to the instructions in the computer program codes.
A computer readable storage medium having stored thereon a computer program which when executed by a processor implements a method of modeling a three-dimensional geological model of a pumped storage power plant underground powerhouse.
Compared with the prior art, the invention has the beneficial effects that:
1. according to the modeling method of the three-dimensional geological model of the underground powerhouse of the pumped storage power station, the direction and the area of water flow are obtained according to the corresponding surface contour, the water flow area is avoided, a plurality of sampling sections are marked in the tunneling and non-water-passing underground powerhouse, which is close to the water diversion tunnel of the upper reservoir, the main powerhouse tunnel and the tail water tunnel, when the modeling method is applied, the transmitting unit is used for transmitting electromagnetic wave signals to stratum outside the frame body, the receiving unit is used for receiving electromagnetic wave signals reflected by stratum outside the frame body, the actual transmission wave speed and the actual transmission wave length of the electromagnetic wave can be obtained through setting the time difference between the ideal transmission time and the actual transmission time of the electromagnetic wave in the stratum, the relative dielectric constant can be calculated when the electromagnetic wave passes through stratum structures with different thicknesses, and the following three-dimensional geological model is realized by changing the spacing between at least one transmitting unit and the receiving unit and the included angle between the transmitting unit and the receiving unit, and measuring the stratum with different distances on the periphery of the embedded groove respectively, the environment of each part of the underground layer is measured in more detail, the environment of the area is obtained, the continuous sampling speed and the continuous three-dimensional model is improved. Therefore, the invention has more detailed measurement and more comprehensive data acquisition.
2. According to the modeling method of the three-dimensional geological model of the underground powerhouse of the pumped storage power station, sampling devices are arranged in all sampling sections, when the underground powerhouse is not filled with water, the sampling devices acquire first geological condition data of all the sampling sections, after the underground powerhouse is filled with water, the sampling devices acquire second geological condition data of all the sampling sections, when the modeling method is applied, stratums with different depths in the normal direction of a frame body are scanned respectively, round trip time of electromagnetic wave signals transmitted in stratums is acquired, stratum areas with relative dielectric constants and thicknesses of the stratum areas in adjacent areas of the sampling sections where the sampling devices are located are determined, boundary points of the stratum areas are drawn out on the sampling sections, world coordinate system coordinates of the boundary points of the stratum areas are recorded according to the distance sequence between the sampling devices and a diversion tunnel, a main powerhouse or a tail water tunnel, and after the first geological condition data and the second geological condition data are acquired, a visual grid model is automatically generated through a three-dimensional modeling tool, and later observation and comparison are facilitated. Therefore, the invention is convenient to compare and observe.
3. In the modeling method of the three-dimensional geological model of the underground powerhouse of the pumped storage power station, after the three-dimensional geological model of the underground powerhouse is well constructed, whether sedimentation occurs in the diversion tunnel, the main powerhouse tunnel or the tail water tunnel at each sampling section or not is confirmed, or the change of the elevation difference between the sampling section and the surface contour is observed, and if the sedimentation or the change of the elevation difference exceeds a set sedimentation threshold value, an alarm signal is sent. Therefore, the invention can detect the underground condition and give out warning in time.
Drawings
Fig. 1 is a flow chart of the present invention.
Fig. 2 is a cross-sectional view of a pipeline trace of the present invention.
Fig. 3 is a schematic diagram of a sample section block in the present invention.
Fig. 4 is a left side view of the sampling device of the present invention.
Fig. 5 is a schematic diagram of the motion state of the sampling device according to the present invention.
FIG. 6 is a schematic representation of adjacent sampling cross-sectional formation zones in accordance with the present invention.
Fig. 7 is a system block diagram of the present invention.
Fig. 8 is a block diagram of the structure of the present invention.
In the figure: diversion tunnel 1, main building tunnel 2, tail water tunnel 3, sampling cross section 100, sampling device 200, caulking groove 300, inner cylinder 201, framework 202, rocker arm 203, actuating mechanism 204, sending unit 205, receiving unit 206, connecting portion 2021, spacing portion 2022, division module A, cross section module B, geological condition module C, analysis module D.
Detailed Description
The invention is described in further detail below with reference to the accompanying drawings and detailed description.
Example 1:
as shown in fig. 1: a modeling method of a three-dimensional geological model of an underground factory building of a pumped storage power station comprises the following steps:
s1, collecting remote sensing data of ground elevation corresponding to a pre-built pumped storage underground factory building area, and dividing a corresponding ground surface contour line by using the remote sensing data of the ground elevation;
S2, obtaining the direction and the area of water flow according to the corresponding surface contour lines, and marking a plurality of sampling sections 100 in the diversion tunnel 1, the main plant tunnel 2 and the tail water tunnel 3 of the tunneled underground plant close to the upper reservoir in sequence;
s3, arranging sampling devices 200 in all the sampling sections 100, and when the underground factory building is not filled with water, the sampling devices 200 acquire first geological condition data of all the sampling sections 100; after the underground factory building is filled with water, the sampling device 200 acquires second geological condition data of all the sampling sections 100;
s4, respectively inputting the first geological condition data and the second geological condition data into a three-dimensional modeling tool to construct a three-dimensional geological model of the underground plant.
When in application, the method comprises the following steps:
the remote sensing data can acquire the topographical features near the pumped storage power station, acquire the relevant features of the external mountain outline of the topographical power plant as reference data, facilitate the comparison and evaluation of the influence brought by the structure of the underground power plant after excavation and operation, the middle underground power plant is adopted by each tunnel of the underground power plant, the diversion tunnel is arranged on one side close to the upper reservoir, the tail water tunnel is arranged on one side close to the lower reservoir, the main equipment such as a water pump and a generator/motor are arranged in the main power plant tunnel at the underground power plant, when water storage is needed, the flow direction of water is the lower reservoir, the tail water tunnel, the main power plant tunnel, the diversion tunnel and the upper reservoir, and when water drainage is needed, the flow direction of water is just opposite; the tunneling direction can be selected from the direction from the upper reservoir to the lower reservoir, and in the tunneling process, a sampling section 100 is arranged at intervals of a certain distance, so that the elevation difference between the sampling section 100 and the ground surface contour is obtained, wherein the elevation difference is essentially the difference between the elevation of the central axis of the tunnel where the sampling section 100 is positioned or the highest position in the vertical direction and the elevation of the ground surface contour; normally, the elevation difference between the initial end of the diversion tunnel 1 or the tail end of the tail water tunnel 3 and the adjacent ground surface is smaller than a critical depth threshold value, the influence of external environment can be easily caused, and the depth of the rest tunnel parts from the ground surface is large, so that the sampling sections 100 with uniform intervals are adopted for setting.
Example 2:
example 2 is substantially the same as example 1 except that:
as shown in fig. 2-3, in a modeling method of a three-dimensional geological model of an underground plant of a pumped storage power station, according to the direction and the area of water flow obtained by corresponding surface contour lines, marking a plurality of sampling sections 100 in a diversion tunnel 1, a main plant tunnel 2 and a tail water tunnel 3 of the underground plant which is tunneled and is not filled with water and is close to an upper reservoir in sequence means that: when the elevation difference between the nearest end of the diversion tunnel 1, the main plant tunnel 2 or the tail water tunnel 3 and the ground surface does not exceed a critical depth threshold value, arranging a sampling section 100 at intervals [ A% x critical depth threshold value ] along the extending direction of the central shaft of the diversion tunnel 1, the main plant tunnel 2 or the tail water tunnel 3; when the elevation difference between the nearest end of the diversion tunnel 1, the main plant tunnel 2 or the tail water tunnel 3 and the ground surface is larger than the critical depth threshold value, one sampling section 100, A% < B%, is distributed along the extending direction of the central shaft of the diversion tunnel 1, the main plant tunnel 2 or the tail water tunnel 3 at intervals of [ B%. Times.critical depth threshold value ], all the sampling sections 100 are arranged along the plumb direction, all the sampling sections 100 are arranged in parallel, and the elevation difference is the difference between the sampling sections 100 and the ground surface contour line.
When in application, the method comprises the following steps:
in this embodiment, as shown in fig. 2, the elevation difference between the initial end of the diversion tunnel 1 or the tail end of the tail water tunnel 3 and the adjacent ground surface is generally smaller than the critical depth threshold, which may be easily affected by external environment, and the rest tunnel parts have larger depths from the ground surface, so that the sampling sections 100 with uniform intervals are adopted, the first preset threshold is [ a% ×critical depth threshold ], and a% can be 5% -10%; the second preset threshold value is [ B%. Times.critical depth threshold value ], B% can be 15% -20%, and each sampling section is arranged in the vertical direction instead of the normal direction of the central shaft of the diversion tunnel 1, the main plant tunnel 2 or the tail water tunnel 3.
Example 3:
example 3 is substantially the same as example 1 except that:
as shown in fig. 4-5, in a modeling method of a three-dimensional geological model of an underground plant of a pumped storage power station, the sampling device 200 is embedded in a caulking groove 300 of each sampling section 100 which is excavated in advance, the sampling device 200 comprises an inner cylinder 201, a frame 202, at least one pair of rocker arms 203, a driving mechanism 204, a sending unit 205 and a receiving unit 206, the frame 202 is arranged between the caulking groove 300 and the inner cylinder 201, at least one pair of rocker arms 203 and driving mechanisms 204 are arranged on the outer circumference of the frame 202, each driving mechanism 204 is connected with a rocker arm 203, the rocker arm 203 is connected with the frame 202, and each rocker arm 203 drives the corresponding frame 202 to rotate; the inner cylinder 201 is communicated with the diversion tunnel 1 and the main plant tunnel 2, and the inner cylinder 201 is communicated with the diversion tunnel 1 and the tail water tunnel 3; each rocker arm 203 is provided with a transmitting unit 205 and a receiving unit 206, and the transmitting unit 205 is used for transmitting electromagnetic wave signals to the stratum outside the frame 202; the receiving unit 206 is configured to receive electromagnetic wave signals reflected by a stratum outside the frame 202; the frame 202 includes a plurality of connection portions 2021, one end of each of two adjacent connection portions 2021 is provided with a limiting portion 2022, the limiting portions 2022 are embedded in the caulking groove 300, two ends of the connection portions 2021 are hinged with the limiting portions 2022, the rocker 203 is hinged with the connection portions 2021, and the connection portions 2021 are arranged close to the limiting portions 2022; when the underground plant is not filled with water, the sampling device 200 obtains the first geological condition data of all the sampling sections 100 specifically: the included angle and/or the interval between the rocker arms 203 are adjusted, strata with different depths in the normal direction of the frame 202 are scanned respectively, round trip time of electromagnetic wave signals transmitted in the strata is obtained, stratum areas with relative dielectric constants and thicknesses thereof in adjacent areas of the sampling section 100 where the sampling device 200 is located are determined, boundary points of all stratum areas are drawn on the sampling section 100, and world coordinate system coordinates of the boundary points of all stratum areas are recorded in sequence according to the distance from the diversion tunnel 1, the main plant tunnel 2 or the tail water tunnel 3 to the tunnels and serve as first geological condition data temporary storage; after the underground plant is filled with water, the sampling device 200 obtains the second geological condition data of all the sampling sections 100 specifically means that: and in a period of time adjacent to the water storage and the water storage of the upper reservoir or in a period of time adjacent to the water drainage and the water storage of the lower reservoir, adjusting the included angle and/or the interval between the rocker arms 203, respectively scanning stratums with different depths in the normal direction of the frame 202, acquiring round trip time of electromagnetic wave signals transmitted in the stratums, determining a stratums area with relative dielectric constant and the thickness of the stratums area in the adjacent area of the sampling section 100 where the sampling device 200 is positioned, drawing boundary points of all stratums areas on the sampling section 100, and sequentially recording the world coordinate system coordinates of the boundary points of all stratums areas according to the distance sequence between the stratums and the diversion tunnel 1, the main plant tunnel 2 or the tail water tunnel 3 as the second geological condition data temporary storage.
When in application, the method comprises the following steps:
the transmitting unit 205 is configured to transmit an electromagnetic wave signal to a stratum outside the frame 202, the receiving unit 206 is configured to receive an electromagnetic wave signal reflected by the stratum outside the frame 202, and by setting a time difference between an ideal propagation time of the electromagnetic wave in the stratum and an actual ship time, an actual transmission wave speed and an actual transmission wave length of the electromagnetic wave can be obtained, so as to calculate relative dielectric constants of the electromagnetic wave when passing through stratum structures with different thicknesses, and it is to be noted that, by arranging the transmitting unit 205 and the receiving unit 206 in pairs, an included angle at the same edge of the frame 202 is not more than 90 °, and by changing an interval between at least one transmitting unit and the receiving unit and an included angle between the transmitting unit and the receiving unit, the stratum with different distances around the caulking groove can be measured respectively;
according to the formulaOr->The actual transmission wave speed of the electromagnetic wave in different stratum can be obtained>Or the actual transmission wavelength +.>The method comprises the steps of carrying out a first treatment on the surface of the Wherein->Is the propagation speed of electromagnetic waves in vacuum; />Is the initial wavelength of electromagnetic waves in vacuum; />Is the relative dielectric constant in different formations; because the stratum always has loss effect on electromagnetic waves, the actual transmission wave speed is + >Or the actual transmission wavelength +.>Always less than the propagation speed of electromagnetic waves in vacuum or +.>Initial wavelength of electromagnetic wave in vacuum>The method comprises the steps of carrying out a first treatment on the surface of the The delay of electromagnetic waves generated by the wave speed change in the two stages of the incoming and outgoing of one or more strata and the value of the relative dielectric constant of the strata can be obtained in turn according to the propagation delay or the wavelength change. The materials of the corresponding stratum can be obtained by inquiring the relative dielectric constant table of common materials;
the end of the adjacent connecting part 2021 is correspondingly provided with a limiting part 2022, the limiting part 2022 is fixed, each connecting part 2021 can rotate relative to the limiting part 2022, when the connecting part 2021 rotates, the spacing between the transmitting unit 205 and/or the receiving unit 206 meshed with the connecting part 2021 is changed unidirectionally or bidirectionally simultaneously, so that the transmitting unit 205 and/or the receiving unit 206 moves along the axial extending direction of the connecting part 2021, the stratum detection range of the transmitting unit 205 and/or the receiving unit 206 is enlarged, in addition, the driving mechanism 204 drives the connecting part 2021 to rotate, and drives the transmitting unit 205 and the receiving unit 206 to synchronously rotate, thereby ensuring that the included angle between the transmitting unit 205 and the receiving unit 206 is synchronously changed and playing a role of locking angles;
The sampling device 200 acquires first geological condition data of the sampling section 100, specifically, changes the included angle and/or the interval between rocker arms 203 on a frame 202 of the sampling device 200, scans stratum of different depths in the normal direction of the frame 202 respectively, acquires round trip time of electromagnetic wave signals transmitted in the stratum, determines stratum areas with relative dielectric constants and thicknesses thereof in adjacent areas of the sampling section 100 where the sampling device 200 is located, draws boundary points of all stratum areas on the sampling section 100, sequentially records world coordinate system coordinates of boundary points of all stratum areas according to the distance sequence between the boundary points of all stratum areas and the main building tunnel 1, the main building tunnel 2 or the tail water tunnel 3 as first geological condition data, intermittently acquires second geological condition data of the sampling section 100 in the lower reservoir water storage and in adjacent time, changes the included angle and/or the interval between the rocker arms 203 on the frame 202 of the sampling device 200 in adjacent time of the lower reservoir water storage and water storage in adjacent time, and sequentially records the coordinate system coordinates of all the boundary points of all stratum areas of the adjacent stratum areas according to the distance between the boundary points of the main building tunnel 2 and the frame 202 in the adjacent time of all the water storage and the longitudinal direction of the main building tunnel 2, and the coordinate system data of all the adjacent stratum areas of the ground layer 100 are sequentially recorded. The second geological condition data is not in the excavation phase of the underground plant but in the subsequent construction into the operation phase. Because the underground factory building is pumped and stored by using the electric wave valley at night or idle time, and the electricity is discharged and generated in the peak period of the electricity consumption in the daytime or weekend, the peak clipping and valley filling are realized, the equipment in the underground factory building is intermittently put into use, and the second geological condition data of the water storage process and a period after the water storage is finished and the second geological condition data of the water discharge process and a period after the water discharge is finished are recorded.
Example 4:
example 4 is substantially the same as example 1 except that:
as shown in FIG. 6, in the modeling method of the three-dimensional geological model of the underground powerhouse of the pumped storage power station, grids are built and connected in the boundaries and the interiors of a plurality of space closed stratum areas, and three-dimensional coordinates of the vertexes of each grid are further obtained, and preset conditions are required to be met simultaneously, wherein the preset conditions are as follows:
A. as shown in fig. 6, according to the relation between the elevation difference between the nearest end of the sampling section 100 and the ground surface and the threshold value of the critical depth, the diversion tunnel 1, the main plant tunnel 2 or the tail water tunnel 3, which is the nearest end of the sampling section 100 from the ground surface, divides the sampling section 100 in which the sampling device 200 is positioned into m×n-X blocks, wherein M and N are the number of rows and the number of columns of the sampling section respectively, M is less than or equal to N, the area of each block is the same, and X is the reduced number of blocks caused by the diversion of the digging caulking groove 300; it should be noted that, the elevation difference between the initial end of the diversion tunnel 1 or the tail end of the tail water tunnel 3 and the adjacent ground surface is smaller than the critical depth threshold, so that the number of separated lines M between the nearest end of the diversion tunnel 1, the main plant tunnel 2 or the tail water tunnel 3, which is located at the sampling section 100 of the corresponding position, and the nearest end of the tail water tunnel 3, which is located from the ground surface, and the ground surface is smaller;
B. If two adjacent sampling sections 100 have stratum areas with the same relative dielectric constant and have the same projection overlapping part of the stratum areas with the same relative dielectric constant on the vertical plane, the area of the stratum areas with a smaller range reaches more than 50%, and the stratum areas with the same relative dielectric constant corresponding to the two sampling sections 100 are considered to be continuous; smoothly connecting and closing the edges of stratum areas with the same relative dielectric constant on the two samples in an interpolation mode; if adjacent sampling sections 100 have the same relative permittivity formation region with a larger overlap area, the two sampling sections and the region therebetween can be closed and communicated to form an overall formation region. The interpolation mode can be realized by adopting a bicubic interpolation or spline interpolation method;
C. if two adjacent sampling sections 100 have formation regions of the same relative permittivity, but the spacing of the boundaries of the formation regions of the relative permittivity is not less than 1.5-2 times the side length of the segments, or the area of the overlapping portion is not more than 15% of the area of the formation region of the smaller range, it is determined that the formation regions of the two adjacent sampling sections 100 having the same relative permittivity are not communicated with each other, the extending distance of the formation regions from the current sampling section 100 to the adjacent sampling section 100 is not more than d/2, d being the spacing of the adjacent sampling sections 100; if the overlapping area of the stratum areas with the same relative dielectric constant on the adjacent sampling sections 100 is too small or the interval in the vertical direction is too large, the stratum areas are not considered to belong to the same integral stratum area, two stratum areas are respectively sealed, and the sealed interpolation of the boundary is also a bicubic interpolation or spline interpolation method;
D. If there are no formation regions of the same relative permittivity on the non-adjacent two sampling sections 100, but there are no corresponding formation regions of the same relative permittivity on the sampling sections 100 spaced between the two non-adjacent sampling sections 100, then it is considered that the formation regions of the same relative permittivity on the non-adjacent two sampling sections 100 have been closed, there are no overlapping portions, and the closed end is a distance of [ d/3, d/2] from the spaced sampling sections 100 before reaching the spaced sampling sections 100; if two sampling sections are separated by a sampling section without a corresponding stratum area, the stratum on the two non-adjacent sampling sections is considered to be closed before reaching the middle sampling section, and bicubic interpolation or spline interpolation is adopted for closing and smoothing the two strata;
E. after the stratum areas with the same relative dielectric constants on the continuous adjacent sampling sections 100 are smoothed and closed, slicing the two adjacent sampling sections 100 and the smoothed stratum areas between the two adjacent sampling sections 100, randomly selecting a plurality of first discrete points on the boundary curves of the stratum areas with the same relative dielectric constants on the two adjacent sampling sections 100 or each slice, selecting an odd number of second discrete points inside the boundary curves, respectively connecting the first discrete points and the second discrete points in each sampling section 100, in the same slice, between the adjacent slices or between the adjacent slices and the sampling sections 100, ensuring that the sum of the side lengths of two sides of each triangle is larger than the third side, and sequentially recording and storing the world coordinate system coordinates of each first discrete point and each second discrete point; the spacing of adjacent first discrete points on the same sampling section 100 or slice is no greater than the spacing of adjacent slices; n slices are arranged between the adjacent sampling sections 100, and the distance between the adjacent slices is d/n-1; after grid division in a closed area based on a stratum area is constructed on a sampling section and each slice to obtain vertexes of all grids, the world coordinate system coordinates of the vertexes of each grid are sequentially counted and sequenced according to the sequence of water flow flowing through the sampling section 100 or each slice, the sequence of the altitude from low to high and clockwise, so that the sequence of the world coordinate system coordinates of each grid vertex contains position information, the space can be saved, and the time consumption for generating a three-dimensional model is reduced;
F. If a hollow area exists between adjacent space closed stratum areas, the hollow area is confirmed to be a karst cave area or a groundwater area by inquiring relative dielectric constants, and the hollow area is filled without dividing grids. And for a hollow stratum area or an area with underground water, grid division is not performed, so that the workload of reconstructing a three-dimensional model can be simplified, and the time cost is reduced.
After the visual three-dimensional geological model of the underground factory building is built, whether sedimentation occurs in the diversion tunnel 1, the main factory building tunnel 2 or the tail water tunnel 3 at each sampling section 100 is confirmed, or the change of the elevation difference between the sampling section 100 and the ground surface contour line is observed, if the sedimentation or the change of the elevation difference exceeds a set sedimentation threshold value, an alarm signal is sent out. The sedimentation threshold may be set herein as a 10% x critical depth threshold;
the degree of sedimentation can be calculated as follows:s is the sedimentation height of the earth surface relative to the central axis of the diversion tunnel, the main plant tunnel or the tail water tunnel, < ->Is the maximum value of area loss of the sampling section 100 caused by surface subsidence; />Representing the distance of the horizontal boundary of the sedimentation zone relative to the longitudinal central axis of the sampling section 100; / >、/>And->The parameters S represent the range of the subsidence area or the severity of the subsidence depth, and if the values are too large, adverse effects on the underground factory building possibly exist, and the underground factory building needs to be reinforced by timely manual intervention or is filled with hollow or water-rich and incompressible stratum, or supports are additionally arranged in each tunnel.
Example 5:
as shown in fig. 7, a three-dimensional geological model modeling system for an underground factory building of a pumped storage power station, the system comprises: the system comprises a dividing module A, a section module B, a geological condition module C and an analysis module D;
the dividing module A is in signal connection with the section module B, the section module B is in signal connection with the geological condition module C, and the geological condition module C is in signal connection with the analysis module D;
the dividing module A is used for collecting remote sensing data of the ground elevation corresponding to the pre-built pumped storage underground factory building area and dividing a corresponding ground surface contour line by utilizing the remote sensing data of the ground elevation;
the section module B is used for obtaining the direction and the area of water flow according to the corresponding surface contour line, and a plurality of sampling sections 100 are marked in sequence in the diversion tunnel 1, the main plant tunnel 2 and the tail water tunnel 3 of the tunneled underground plant, which is close to the upper reservoir and is not filled with water;
The geological condition module C is configured to arrange sampling devices 200 in all sampling sections 100, where the sampling devices 200 acquire first geological condition data of all sampling sections 100 when the underground factory building is not filled with water; after the underground factory building is filled with water, the sampling device 200 acquires second geological condition data of all the sampling sections 100;
the analysis module D is used for inputting the first geological condition data and the second geological condition data into the three-dimensional modeling tool respectively to construct a three-dimensional geological model of the underground plant.
The direction and the region that obtain rivers according to the earth's surface contour that corresponds, in order behind the tunneling and not leading to water underground factory building be close to diversion tunnel, main building tunnel and the tail water tunnel of upper reservoir in a plurality of sampling cross sections of mark respectively refer to:
when the elevation difference between the nearest end of the diversion tunnel 1, the main plant tunnel 2 or the tail water tunnel 3 and the ground surface does not exceed a critical depth threshold value, a sampling section is distributed at intervals of a first preset threshold value along the extending direction of the central shaft of the diversion tunnel 1, the main plant tunnel 2 or the tail water tunnel 3;
when the elevation difference between the nearest end of the diversion tunnel 1, the main plant tunnel 2 or the tail water tunnel 3 and the ground surface is larger than a critical depth threshold value, arranging a sampling section at intervals of a second preset threshold value along the extending direction of the central shaft of the diversion tunnel 1, the main plant tunnel 2 or the tail water tunnel 3, wherein the first preset threshold value is smaller than the second preset threshold value, all the sampling sections are arranged along the plumb direction, and all the sampling sections 100 are mutually parallel;
The elevation difference is the difference between the sampling section 100 and the surface contour.
The first preset threshold value and the second preset threshold value are not smaller than 20 meters.
The sampling device 200 is embedded in the caulking groove 300 of each sampling section 100, the sampling device 200 comprises an inner cylinder 201, a frame 202, at least one pair of rocker arms 203, a driving mechanism 204, a sending unit 205 and a receiving unit 206, the frame 202 is arranged between the caulking groove 300 and the inner cylinder 201, at least one pair of rocker arms 203 and driving mechanisms 204 are arranged on the outer periphery of the frame 202, each driving mechanism 204 is connected with a rocker arm 203, the rocker arms 203 are connected with the frame 202, and each rocker arm 203 drives the corresponding frame 202 to rotate;
the inner cylinder 201 is communicated with the diversion tunnel 1 and the main plant tunnel 2, and the inner cylinder 201 is communicated with the diversion tunnel 1 and the tail water tunnel 3;
each rocker arm 203 is provided with a transmitting unit 205 and a receiving unit 206;
a transmission unit 205 for transmitting electromagnetic wave signals to a stratum outside the frame 202;
and a receiving unit 206 for receiving electromagnetic wave signals reflected by the stratum outside the frame 202.
The frame body comprises a plurality of connecting parts, one end of each of the two adjacent connecting parts is provided with a limiting part, the limiting parts are embedded in the embedded grooves, two ends of each connecting part are hinged with the limiting parts, and the rocker arm is hinged with the connecting parts;
The frame 202 includes a plurality of connection portions 2021, a limiting portion 2022 is disposed at one end of each of two adjacent connection portions 2021, the limiting portion 2022 is embedded in the caulking groove 300, two ends of the connection portion 2021 are hinged with the limiting portion 2022, and the rocker arm 203 is hinged with the connection portion 2021;
when the underground plant is not filled with water, the sampling device 200 obtains the first geological condition data of all the sampling sections 100 specifically means that: the included angle and/or the interval between the rocker arms 203 are adjusted, strata with different depths in at least one normal direction of the frame 202 are scanned respectively, round trip time of electromagnetic wave signals transmitted in the strata is obtained, stratum areas with relative dielectric constants and thicknesses thereof in adjacent areas of the sampling section 100 where the sampling device 200 is located are determined, boundary points of all stratum areas are drawn on the sampling section 100, and world coordinate system coordinates of the boundary points of all stratum areas are recorded sequentially according to the distance between the water diversion tunnel 1, the main plant tunnel 2 or the tail water tunnel 3 and serve as first geological condition data temporary storage;
after the underground plant is filled with water, the sampling device 200 obtains the second geological condition data of all the sampling sections 100 specifically means that: and in a period of time adjacent to the water storage and the water storage of the upper reservoir or a period of time adjacent to the water drainage and the water storage of the lower reservoir, adjusting the included angle and/or the interval between the rocker arms 203, respectively scanning the stratum with different depths in at least one normal direction of the frame 202, acquiring the round trip time of electromagnetic wave signals transmitted in the stratum, determining the stratum area with relative dielectric constant and the thickness of the adjacent area of the sampling section 100 where the sampling device 200 is positioned, drawing boundary points of the stratum areas on the sampling section 100, and sequentially recording the world coordinate system coordinates of the boundary points of the stratum areas according to the distance between the water diversion tunnel 1, the main plant tunnel 2 or the tail water tunnel 3 and the tunnel as the second geological condition data temporary storage.
The step of inputting the acquired first geological condition data and second geological condition data into a three-dimensional modeling tool respectively, and the step of constructing a three-dimensional geological model of the underground factory building is as follows: interpolation is carried out on boundary areas of stratum areas with similar height ranges and relative dielectric constants on one or more adjacent sampling sections 100 to form a plurality of space closed stratum areas, grids are divided in the plurality of space closed stratum areas, grids are built and connected in the boundaries and the interiors of the plurality of space closed stratum areas, and further three-dimensional coordinates of vertexes of each grid are obtained and input into a three-dimensional modeling tool.
Example 6:
as shown in fig. 8, a three-dimensional geological model modeling device for a pumped storage power station underground factory building,
comprising a memory and a processor;
the memory is used for storing computer program codes and transmitting the computer program codes to the processor;
the processor is used for executing the modeling method of the three-dimensional geological model of the underground powerhouse of the pumped storage power station according to the instructions in the computer program codes.
A computer readable storage medium having stored thereon a computer program which when executed by a processor implements a method of modeling a three-dimensional geological model of a pumped storage power plant underground powerhouse.
In general, the computer instructions to implement the methods of the present invention may be carried in any combination of one or more computer-readable storage media. The non-transitory computer-readable storage medium may include any computer-readable medium, except the signal itself in temporary propagation.
The computer readable storage medium can be, for example, but is not limited to, an electronic, magnetic, optical, electromagnetic, infrared, or semiconductor system, apparatus, or device, or a combination of any of the foregoing. More specific examples of the computer-readable storage medium include the non-exhaustive list of: an electrical connection having one or more wires, a portable computer diskette, a hard disk, a random access memory RAM, a read-only memory (ROM), an erasable programmable read-only memory (EKROM or flash memory), an optical fiber, a portable compact disc read-only memory (CD-ROM), an optical storage device, a magnetic storage device, or any suitable combination of the foregoing. In the context of this document, a computer readable storage medium may be any tangible medium that can contain, or store a program for use by or in connection with an instruction execution system, apparatus, or device.
The computer program code for carrying out operations of the present invention may be written in one or more programming languages, or combinations thereof, including an object oriented programming language such as Java, smalltalk, C ++ and conventional procedural programming languages, such as the "C" language or similar programming languages, particularly Python languages suitable for neural network computing and TensorFlow, pyTorch-based platform frameworks may be used. The program code may execute entirely on the user's computer, partly on the user's computer, as a stand-alone software package, partly on the user's computer and partly on a remote computer or entirely on the remote computer or server. In the case of remote computers, the remote computer may be connected to the user computer through any number of types of networks, including a Local Area Network (LAN) or a Wide Area Network (WAN), or connected to an external computer through the Internet using, for example, an Internet service provider.
The above-mentioned devices and non-transitory computer readable storage medium can refer to a specific description of a method for modeling three-dimensional geological model of underground powerhouse of pumped storage power station and its beneficial effects, and will not be described herein.
While embodiments of the present invention have been shown and described above, it should be understood that the above embodiments are illustrative and not to be construed as limiting the invention, and that variations, modifications, alternatives, and variations may be made to the above embodiments by one of ordinary skill in the art within the scope of the invention.

Claims (10)

1. The modeling method of the three-dimensional geological model of the underground powerhouse of the pumped storage power station is characterized by comprising the following steps of:
collecting remote sensing data of the ground altitude corresponding to a pre-built pumped storage underground factory building area, and dividing a corresponding ground surface contour line by utilizing the remote sensing data of the ground altitude;
according to the corresponding surface contour lines, the water flow direction and the area are obtained, and a plurality of sampling sections (100) are marked in sequence in a diversion tunnel (1), a main plant tunnel (2) and a tail water tunnel (3) of the underground plant which is tunneled and is not filled with water and is close to an upper reservoir;
arranging sampling devices (200) in all sampling sections (100), and when the underground factory building is not filled with water, the sampling devices (200) acquire first geological condition data of all the sampling sections (100); after the underground factory building is filled with water, the sampling device (200) acquires second geological condition data of all sampling sections (100);
And respectively inputting the first geological condition data and the second geological condition data into a three-dimensional modeling tool to construct a three-dimensional geological model of the underground plant.
2. The method for modeling the three-dimensional geological model of the underground powerhouse of the pumped storage power station according to claim 1, which is characterized by comprising the following steps: the direction and the region of rivers are obtained according to the corresponding earth's surface contour, in order behind the tunnelling and not leading underground plant near diversion tunnel (1), main building tunnel (2) and tail water tunnel (3) of upper reservoir of leading water tunnel (2) and tail water tunnel (3) respectively mark a plurality of sampling cross sections (100) and refer to:
when the elevation difference between the nearest end of the diversion tunnel (1), the main plant tunnel (2) or the tail water tunnel (3) and the ground surface does not exceed a critical depth threshold value, a sampling section (100) is arranged at intervals of a first preset threshold value along the extending direction of the central shaft of the diversion tunnel (1), the main plant tunnel (2) or the tail water tunnel (3);
when the elevation difference between the nearest end of the diversion tunnel (1), the main plant tunnel (2) or the tail water tunnel (3) and the ground surface is larger than a critical depth threshold value, arranging a sampling section (100) at intervals of a second preset threshold value along the extending direction of the central shaft of the diversion tunnel (1), the main plant tunnel (2) or the tail water tunnel (3), wherein the first preset threshold value is smaller than the second preset threshold value, all the sampling sections (100) are arranged along the plumb direction, and all the sampling sections (100) are arranged in parallel;
The elevation difference is the difference between the sampling section (100) and the surface contour.
3. The method for modeling the three-dimensional geological model of the underground powerhouse of the pumped storage power station as claimed in claim 2, which is characterized by comprising the following steps: the first preset threshold value and the second preset threshold value are not smaller than 20 meters.
4. The method for modeling the three-dimensional geological model of the underground powerhouse of the pumped storage power station according to claim 1, which is characterized by comprising the following steps: the sampling device (200) is embedded in a caulking groove (300) of each sampling section (100) which is excavated in advance, the sampling device (200) comprises an inner cylinder body (201), a frame body (202), at least one pair of rocker arms (203), a driving mechanism (204), a sending unit (205) and a receiving unit (206), the frame body (202) is arranged between the caulking groove (300) and the inner cylinder body (201), at least one pair of rocker arms (203) and driving mechanisms (204) are arranged on the outer periphery of the frame body (202), each driving mechanism (204) is connected with the rocker arms (203), the rocker arms (203) are connected with the frame body (202), and each rocker arm (203) drives the corresponding frame body (202) to rotate;
the inner cylinder body (201) is communicated with the diversion tunnel (1) and the main plant tunnel (2), and the inner cylinder body (201) is communicated with the diversion tunnel (1) and the tail water tunnel (3);
Each rocker arm (203) is provided with a transmitting unit (205) and a receiving unit (206);
a transmission unit (205) for transmitting electromagnetic wave signals to a stratum outside the frame (202);
and a receiving unit (206) for receiving electromagnetic wave signals reflected by the stratum outside the frame (202).
5. The method for modeling the three-dimensional geological model of the underground powerhouse of the pumped storage power station as claimed in claim 4, which is characterized in that: the frame body (202) comprises a plurality of connecting portions (2021), limiting portions (2022) are arranged at one ends of two adjacent connecting portions (2021), the limiting portions (2022) are embedded in the caulking groove (300), two ends of the connecting portions (2021) are hinged to the limiting portions (2022), and the rocker arms (203) are hinged to the connecting portions (2021).
6. The method for modeling the three-dimensional geological model of the underground powerhouse of the pumped storage power station as claimed in claim 5, which is characterized in that: when the underground factory building is not filled with water, the sampling device (200) acquires first geological condition data of all sampling sections (100) specifically: the method comprises the steps of adjusting included angles and/or intervals between rocker arms (203), respectively scanning stratum with different depths in at least one normal direction of a frame body (202), acquiring round trip time of electromagnetic wave signals transmitted in the stratum, determining stratum areas with relative dielectric constants and thicknesses of adjacent areas of a sampling section (100) where a sampling device (200) is located, drawing boundary points of the stratum areas on the sampling section (100), and recording world coordinate system coordinates of the boundary points of the stratum areas according to the distance sequence between the boundary points and a diversion tunnel (1), a main plant tunnel (2) or a tail water tunnel (3) as first geological condition data temporary storage;
After the underground factory building is filled with water, the sampling device (200) acquires second geological condition data of all sampling sections (100) specifically: and in a period of time adjacent to the water storage and the water storage of the upper reservoir or a period of time adjacent to the water drainage and the water storage of the lower reservoir, adjusting an included angle and/or an interval between rocker arms (203), respectively scanning stratum with different depths in at least one normal direction of a frame body (202), acquiring round trip time of electromagnetic wave signals transmitted in the stratum, determining stratum areas with relative dielectric constants and thicknesses of adjacent areas of a sampling section (100) where a sampling device (200) is positioned, drawing boundary points of the stratum areas on the sampling section (100), and recording world coordinate system coordinates of the boundary points of the stratum areas according to the distance sequence between the boundary points and a diversion tunnel (1), a main factory building tunnel (2) or a tail water tunnel (3) and the distance sequence between the main factory building tunnel and the tail water tunnel as second geological condition data temporary storage.
7. The method for modeling the three-dimensional geological model of the underground powerhouse of the pumped storage power station according to claim 1, which is characterized by comprising the following steps: the step of inputting the acquired first geological condition data and second geological condition data into a three-dimensional modeling tool respectively, and the step of constructing a three-dimensional geological model of the underground factory building is as follows: interpolation is carried out on boundary areas of stratum areas which are adjacent to one or more sampling sections (100) and have similar height ranges and relative dielectric constants to form a plurality of space closed stratum areas, grids are divided in the plurality of space closed stratum areas, grids are built in the boundaries and the interiors of the plurality of space closed stratum areas, and connecting lines are formed, so that three-dimensional coordinates of vertexes of each grid are further obtained and input into a three-dimensional modeling tool.
8. A pumped storage power station underground powerhouse three-dimensional geologic model modeling system, characterized in that the system is applied to the method of any of claims 1 to 7, said system comprising: the device comprises a dividing module (A), a section module (B), a geological condition module (C) and an analysis module (D);
the dividing module (A) is in signal connection with the section module (B), the section module (B) is in signal connection with the geological condition module (C), and the geological condition module (C) is in signal connection with the analysis module (D);
the dividing module (A) is used for collecting remote sensing data of the ground elevation corresponding to the pre-built pumped storage underground factory building area and dividing a corresponding ground surface contour line by utilizing the remote sensing data of the ground elevation;
the section module (B) is used for obtaining the direction and the area of water flow according to the corresponding surface contour line, and a plurality of sampling sections (100) are marked in sequence in a diversion tunnel (1), a main plant tunnel (2) and a tail water tunnel (3) of the underground plant which is tunneled and is not filled with water and is close to the upper reservoir;
the geological condition module (C) is used for arranging sampling devices (200) in all sampling sections (100), and when the underground factory building is not filled with water, the sampling devices (200) acquire first geological condition data of all the sampling sections (100); after the underground factory building is filled with water, the sampling device (200) acquires second geological condition data of all sampling sections (100);
The analysis module (D) is used for inputting the first geological condition data and the second geological condition data into the three-dimensional modeling tool respectively to construct a three-dimensional geological model of the underground plant.
9. A three-dimensional geological model modeling device for an underground factory building of a pumped storage power station is characterized in that,
comprising a memory and a processor;
the memory is used for storing computer program codes and transmitting the computer program codes to the processor;
the processor being configured to perform the method of any of claims 1 to 7 according to instructions in the computer program code.
10. A computer readable storage medium, characterized in that the computer readable storage medium has stored thereon a computer program which, when executed by a processor, implements the method according to any of claims 1 to 7.
CN202410051014.XA 2024-01-15 2024-01-15 Modeling method and system for three-dimensional geological model of underground factory building of pumped storage power station Active CN117574518B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202410051014.XA CN117574518B (en) 2024-01-15 2024-01-15 Modeling method and system for three-dimensional geological model of underground factory building of pumped storage power station

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202410051014.XA CN117574518B (en) 2024-01-15 2024-01-15 Modeling method and system for three-dimensional geological model of underground factory building of pumped storage power station

Publications (2)

Publication Number Publication Date
CN117574518A true CN117574518A (en) 2024-02-20
CN117574518B CN117574518B (en) 2024-04-09

Family

ID=89888441

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202410051014.XA Active CN117574518B (en) 2024-01-15 2024-01-15 Modeling method and system for three-dimensional geological model of underground factory building of pumped storage power station

Country Status (1)

Country Link
CN (1) CN117574518B (en)

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1858803A (en) * 2006-04-04 2006-11-08 天津大学 Three dimension uniform model construction method of water conservancy hydropower engineering geological information
US20140081613A1 (en) * 2011-11-01 2014-03-20 Austin Geomodeling, Inc. Method, system and computer readable medium for scenario mangement of dynamic, three-dimensional geological interpretation and modeling
CN103984807A (en) * 2014-04-29 2014-08-13 天津大学 Numerical simulation method of dam grouting capable of coupling fine geological information and monitoring information
CN106934860A (en) * 2017-01-12 2017-07-07 天津大学 A kind of three-dimensional geological modeling method based on T battens
US20180347320A1 (en) * 2017-05-31 2018-12-06 Schlumberger Technology Corporation Geologic Structural Model Generation
US10976261B1 (en) * 2019-12-12 2021-04-13 Peter Wilk Apparatus and method of remote prospecting
CN114943161A (en) * 2022-07-27 2022-08-26 中国水利水电科学研究院 Inland lake terrain inversion method based on multi-source remote sensing data
CN115879648A (en) * 2023-02-21 2023-03-31 中国地质科学院 Machine learning-based ternary deep mineralization prediction method and system
WO2023185734A1 (en) * 2022-03-28 2023-10-05 中国矿业大学 Mine digital model construction method based on three-dimensional point cloud database
US20230384470A1 (en) * 2020-10-15 2023-11-30 Shandong University Method for three-dimensional velocity geological modeling with structures and velocities randomly arranged
CN117272455A (en) * 2023-09-04 2023-12-22 中国电建集团西北勘测设计研究院有限公司 Tail water arrangement method for pumped storage power station penetrating through large-scale movable fracture

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1858803A (en) * 2006-04-04 2006-11-08 天津大学 Three dimension uniform model construction method of water conservancy hydropower engineering geological information
US20140081613A1 (en) * 2011-11-01 2014-03-20 Austin Geomodeling, Inc. Method, system and computer readable medium for scenario mangement of dynamic, three-dimensional geological interpretation and modeling
CN103984807A (en) * 2014-04-29 2014-08-13 天津大学 Numerical simulation method of dam grouting capable of coupling fine geological information and monitoring information
CN106934860A (en) * 2017-01-12 2017-07-07 天津大学 A kind of three-dimensional geological modeling method based on T battens
US20180347320A1 (en) * 2017-05-31 2018-12-06 Schlumberger Technology Corporation Geologic Structural Model Generation
US10976261B1 (en) * 2019-12-12 2021-04-13 Peter Wilk Apparatus and method of remote prospecting
US20230384470A1 (en) * 2020-10-15 2023-11-30 Shandong University Method for three-dimensional velocity geological modeling with structures and velocities randomly arranged
WO2023185734A1 (en) * 2022-03-28 2023-10-05 中国矿业大学 Mine digital model construction method based on three-dimensional point cloud database
CN114943161A (en) * 2022-07-27 2022-08-26 中国水利水电科学研究院 Inland lake terrain inversion method based on multi-source remote sensing data
CN115879648A (en) * 2023-02-21 2023-03-31 中国地质科学院 Machine learning-based ternary deep mineralization prediction method and system
CN117272455A (en) * 2023-09-04 2023-12-22 中国电建集团西北勘测设计研究院有限公司 Tail water arrangement method for pumped storage power station penetrating through large-scale movable fracture

Non-Patent Citations (9)

* Cited by examiner, † Cited by third party
Title
"两河口水电站地下厂房纵轴线方位选择研究", 四川水力发电, vol. 31, no. 2, 30 April 2012 (2012-04-30) *
丁志雄;: "DEM与遥感相结合的水库水位面积曲线测定方法研究", 水利水电技术, no. 01, 20 January 2010 (2010-01-20) *
刘刚;翁正平;毛小平;张夏林;杨成杰;: "基于三维数字地质模型的地质空间动态剪切分析技术", 地质科技情报, no. 06, 15 November 2012 (2012-11-15) *
刘昌军;丁留谦;高立东;杜贤军;张顺福;: "文登市抽水蓄能电站三维渗流场的有限元分析", 水电能源科学, no. 07, 25 July 2011 (2011-07-25) *
张莉芳;潘华海;单定军;张伟华;梁犁丽;: "基于遥感技术的柘林水库库容曲线复核", 水利水电技术, no. 06, 20 June 2017 (2017-06-20) *
王超，陈曦，张红: "A Restoration Model Based Despeckling Algorithm of High Resolution SAR Images", IEEE, 31 December 2006 (2006-12-31) *
罗绍基;刘学山;: "抽水蓄能电站地下工程关键技术研究", 水电与抽水蓄能, no. 05, 20 October 2016 (2016-10-20) *
茹松楠, 李作舟, 杨继红, 赵亚文, 王珏, 秦鸿哲, 刘杨, 龙小刚, 赵浩: "输水压力管道钢衬-混凝土-围岩 联合承载体分担率研究", 华北水利水电大学学报(自然科学版), vol. 42, no. 6, 25 November 2021 (2021-11-25) *
鲁安新;王丽红;姚檀栋;: "青藏高原湖泊现代变化遥感方法研究", 遥感技术与应用, no. 03, 30 July 2006 (2006-07-30) *

Also Published As

Publication number Publication date
CN117574518B (en) 2024-04-09

Similar Documents

Publication Publication Date Title
CN103758160B (en) Super deep underground diaphragm wall deformation automatic real-time monitoring device and operating method thereof
Smethurst et al. Current and future role of instrumentation and monitoring in the performance of transport infrastructure slopes
CN114659492B (en) Monitoring platform and monitoring method for tunneling
KR101927659B1 (en) Method of determining representative site condition in buildings region
CN102758622B (en) Monitoring method for earth surface environment damage in underground mining area
CN109389807A (en) Creepage type landslide intellectual monitoring early warning system
AU2013296908B2 (en) Monitoring and diagnosing water flooded reservoirs
CN108413938B (en) Karst area geological defect detection method combining unmanned aerial vehicle and in-tunnel object detection
Ferronato et al. II cycle compressibility from satellite measurements
CN109253717B (en) Mining area ground surface settlement three-dimensional laser scanning ground surface settlement monitoring and station setting method
Ravanel et al. Recent evolution of an ice‐cored moraine at the G entianes P ass, V alais A lps, S witzerland
Donati et al. A reinterpretation of the Downie Slide (British Columbia, Canada) based on slope damage characterization and subsurface data interpretation
CN108842821A (en) A kind of drilling and blasting method builds the calculation method of seabed tunnel Rational Depth
CN108305322B (en) Karst area geological defect detection method based on unmanned aerial vehicle
Macciotta et al. The 10-mile Slide north of Lillooet, British Columbia–history, characteristics and monitoring
CN117574518B (en) Modeling method and system for three-dimensional geological model of underground factory building of pumped storage power station
An et al. Ground subsidence monitoring in based on UAV-LiDAR technology: a case study of a mine in the Ordos, China
Janowski et al. Assessment of cliff stability after the demolition of the engineering facilities
CN106228001B (en) The subregion appraisal procedure that shield tunnel construction impacts safety of surrounding environment
CN116794651A (en) Landslide feature interpretation method and system based on aerial survey ground penetrating radar and image data
CN206223141U (en) A kind of auto monitoring and measurement system for foundation ditch and tunnel deformation
CN116128290A (en) Intelligent evaluation digital twin system for urban built-up area shield method construction environment risk
Mihalinec et al. Risk identification in landslide monitoring
Karasev et al. Estimation of Surface Settlements Troughs Due to Subway Station Construction in Claystone
Arbanas et al. Remote monitoring of a landslide using an integration of GPS, TPS and conventional geotechnical monitoring methods

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