CN110415348A - Integration system based on three-dimensional geological structure model and underground water numerical simulation - Google Patents
Integration system based on three-dimensional geological structure model and underground water numerical simulation Download PDFInfo
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- CN110415348A CN110415348A CN201910700465.0A CN201910700465A CN110415348A CN 110415348 A CN110415348 A CN 110415348A CN 201910700465 A CN201910700465 A CN 201910700465A CN 110415348 A CN110415348 A CN 110415348A
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- G01V9/02—Determining existence or flow of underground water
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Abstract
A numerical simulation integration system based on a three-dimensional geological structure model and underground water comprises three-dimensional detection equipment, mobile equipment and a simulation integration device; the three-dimensional detection equipment comprises a geological detection module, a foundation detection module and a processing module; the mobile device comprises a far-end computer, the integrated control processing device and the underwater robots are integrated, the simulation integration device is used for respectively obtaining a three-dimensional geological map of a three-dimensional geological structure model through corresponding three-dimensional detection equipment and the mobile device, monitoring data of underground water numerical values and simulation integration results obtained by fusing the three-dimensional geological map and the underground water numerical values, detection precision can be improved, detection sensitivity is high, real-time rapid monitoring can be conducted, underground movement is achieved under the condition that the ground equipment does not need to move, cost is low, efficiency is high, meanwhile, the three-dimensional space of an underground water channel can be rapidly and efficiently simulated, model building is conducted, and the model building is presented in a direct mode.
Description
Technical field
The present invention relates to the groundwater level water real-time monitoring fields of the underground space, and in particular to one kind is based on dimensionally
Matter structural model and groundwater Numerical Simulation integrated system.
Background technique
Underground water is the important component of water resource, and since water is stablized, water quality is good, is agricultural irrigation, industrial and mineral and city
One of the important water source in city.Mainly there are remote sensing technology method, salinity method, radioactive element method, work to underground hydrological detection method now
Journey physical logging etc..It needs that many hardware facilities are installed when detection, not only cost but also time-consuming.
Underground water detection device refers to and detects streamflow regime in soil by corresponding mechanical equipment, to carry out water source
Whether there is or not detection process, be widely used in underground water detection process and simple and convenient；Existing underground water detection device is main
It is detected including the use of devices such as magnetic, ultrasonic waves, also includes the detection mode of direct contact.
Currently, engineering investigation mainly uses two-dimensional imaging technique to reflect that underground water develops dividing for channel below observation system
Cloth rule, and three-dimensional geometry geologic body is spatially shown as, 3-D image hardly possible is synthesized or is spliced into using simple two dimensional image
Effectively to depict the stereoscopic features of real channel.
Then, now with the development of science and technology, the method for underground water detection starts to become more diversification and intelligence
Energyization, such as it is integrated with multi-functional underground water detection system, its own is integrated with the various ways such as communication, detection, processing, and
Form certain arrangement scale, also the multi-functional detection system realized of the mode of a variety of new sciences and technologies such as combining Internet of Things.
Traditional borehole data can not development scale to underground water, distribution situation makes rationally accurately evaluation,
So that the probability that subsequent geological problem and acquisition problems occur greatly increases, and it is deep by increasing drill hole density and drilling
Degree then necessarily increases the workload and cost of exploration.It as shown in Fig. 1, is one of monitoring method in the prior art, not
Different probe nodes is arranged in same height, determines underground water water level and flow according to different node detection results.However it is needed
Multiple detecting heads are set, it is not only at high cost, and subsequent processing is complicated, and real-time mode is complicated, and precision is low.
Low cost and lossless detection mode may be implemented by way of radar emission hyperfrequency probing wave, pass through detection
The back wave at different interfaces can analyze the target and interface of underground structure in real time, positioned and differentiated.Finally by
Acquisition process analysis to waveform, can determine the position and structure of the underground space, however the detection accuracy of this mode is not
Height, and method for subsequent processing is complicated, it is computationally intensive.
Also, three-dimensional space analogy method in channel is developed for underground water in the prior art, algorithm is simple, and simulates effect
It is bad, even if presentation and quickly simulation that cannot be effective.
In addition, the detecting devices on matingly is needed for subsurface investigation in the prior art, every time for drilling either
The detection of different location requires to move entire detecting devices, time-consuming and laborious, and low efficiency.
Summary of the invention
It is an object of the invention to overcome the deficiencies of the prior art and provide one kind to be based on three-dimensional geological structural model and underground
Detection accuracy can be improved in water Numerical Simulation Integrated System, and detectivity is high, can quickly be supervised in real time
Survey, ground installations do not need it is mobile in the case where realize that underground is mobile, it is at low cost and high-efficient, while can mould rapidly and efficiently
The three-dimensional space of quasi- underground aquaporin, carries out model buildings, presents in a straightforward manner.
The present invention provides one kind based on three-dimensional geological structural model and groundwater Numerical Simulation integrated system, including three-dimensional
Detecting devices, mobile device and simulation integrating device；
Wherein, three-dimensional detection equipment includes geology detecting module, ground based detection module and processing module；
Geology detecting module obtains the geological prospecting parameter of detecting area after geology is investigated on the spot for carrying out to detecting area；
Ground based detection module is used to carry out detecting area to obtain the soil exploration parameter of detecting area after geology is investigated on the spot；
Processing module obtains geologic structure figure for establishing geologic structure model based on exploration parameter；And it is obtaining
After geologic structure figure, the artificial light source image of positive stereoscopic visual effect is generated using digital complex demodulation, passes through spectrum fidelity
Artificial light source image and geologic map are carried out data fusion by fusion treatment, form three-dimensional geologic map；
Mobile device obtains the monitoring data of underground water numerical value for the monitoring of underground water numerical value；Mobile device includes remote
Hold computer, integrated control processing unit and multiple underwater robots；Wherein far-end computer is connected with integrated control processing unit, collection
It is outer by conducting wire electric connection at control processing unit and multiple underwater robots, also it is attached by transmitting catheter；
Integrating device is simulated, for respectively obtaining three-dimensional geological structure by corresponding three-dimensional detection equipment and mobile device
The three-dimensional geologic map of model and the monitoring data of underground water numerical value, the two is merged to obtain and simulates integrated result.
Further, geologic structure figure includes geological stratification boundary point data, geologic formation type data and waters data.
Further, conducting wire includes multiple sub-conductors, each sub-conductor one underwater robot of corresponding connection.
Further, transmitting catheter includes multiple sub- transmitting catheters, and all corresponding connection one of each sub- transmitting catheter
A underwater robot.
Further, multiple underwater robots are set on a guide rail, guide rail corresponding insertion drilling, when being visited
When survey, integrated control processing unit controls one or more of multiple underwater robots and is discharged into underground water along guide rail.
Further, each underwater human body is the spherical shape with inner space, and each underwater human body is
Spherical shape with inner space.
Further, access section is provided on underwater human body, every sub- transmitting catheter includes connection terminal, connection
Terminal and access section docking, the corresponding input pipe of each underwater robot and efferent duct are respectively along corresponding sub- transmitting catheter
After connection terminal and access section, the accommodating chamber of underwater robot body interior setting, input pipe and efferent duct are respectively enterd
One end be respectively arranged with input port and output port, be connected respectively with the inner space of ontology later, input pipe and defeated
The other end portion of outlet pipe is separately connected pressure pump and draft pump, is pressed into quantitative filler by input pipe by pressure pump
In inner space, so that the weight of underwater robot is increased on the whole, so that underwater robot sinks；It is needing to float
In the case where, quantitative filler out is extracted by efferent duct in inner space by draft pump, to reduce underwater robot
Weight.
Further, the spherical of each underwater robot is divided into two hemisphere faces, one of hemisphere face is set as
Electromagnet face, electromagnet face is corresponding to connect access section by electromagnetic wire, realizes after connection terminal and access section docking and corresponding son
The connection of conducting wire is connected；It include Electromagnetic Control portion at control processing unit, Electromagnetic Control portion passes through sub-conductor and electromagnet face respectively
Be electrically connected, control electromagnet face by controlling multiple sub-conductors so that multiple electromagnet faces generate after preset electromagnetic field according to
It is expected that attracting each other, so that multiple underwater robots attract the underwater robot for constituting association together.
Further, Electromagnetic Control portion realizes the control to electromagnet face by control voltage or electric current, so that electromagnetism
Face generates electromagnetic field.
It is of the invention based on three-dimensional geological structural model and groundwater Numerical Simulation integrated system, may be implemented:
1) detection accuracy is improved, and detectivity is high, can carry out fast slowdown monitoring in real time, ground installations do not need
Realize that underground is mobile in the case where movement；
2) realize that the control of the weight of underwater robot, the control of corresponding weight are all according to pre- in the way of now filling
What the phase carried out, control is carried out according to actual measurement demand and realizes groundwater level water real-time monitoring；
3) requirement that multiple underwater robot groups are combined into the multiple underwater robots of association is set, more underground water are adapted to
Detection requirement；
4) three-dimensional space simulation is carried out to detecting area underpass, the number after quickly and effectively underground aquaporin is detected
According to processing simulation is carried out, model buildings are carried out, are presented in a straightforward manner；It is upright with the artificial light source that digital elevation model generates
Based on body image, production regards three-dimensional geologic map.
Detailed description of the invention
Fig. 1 is groundwater monitoring apparatus structure schematic diagram in the prior art；
Fig. 2 is three-dimensional geological structural model and groundwater Numerical Simulation integrated system structural schematic diagram；
Fig. 3 is underwater robot structure schematic diagram；
Fig. 4 is double underwater robot Attraction structure schematic diagrames；
Fig. 5 is double underwater robot Attraction structure schematic diagrames.
Description of symbols: 1 underwater robot；2 integrated control processing units；3 far-end computers；4 input pipes；5 efferent ducts；
6 input ports；7 output ports；8 electromagnet faces；9 accommodating chambers；10 electromagnetic wires；11 connection terminals；12 access sections.
Specific embodiment
The following detailed description of specific implementation of the invention, it is necessary to it is indicated herein to be, implement to be only intended to this hair below
Bright further explanation, should not be understood as limiting the scope of the invention, and field person skilled in the art is according to above-mentioned
Some nonessential modifications and adaptations that summary of the invention makes the present invention, still fall within protection scope of the present invention.
The present invention provides one kind based on three-dimensional geological structural model and groundwater Numerical Simulation integrated system, and structure is such as
Shown in attached drawing 2, furthermore Fig. 3 is underwater robot structure schematic diagram, and Fig. 4 is double underwater robot Attraction structure schematic diagrames, and Fig. 5 is
Double underwater robot Attraction structure schematic diagrames, are described further below.
The present invention also provides one kind based on three-dimensional geological structural model and groundwater Numerical Simulation integrated system, existing
On the basis of geologic structure model and groundwater simulation system, the present invention is improved, and may be implemented to realize in same place
Monitoring in certain area, while after mobile device system can be made to be moved to other regions, certain area still may be implemented
Monitoring in domain reduces the quantity of measurement in this way, reduces the setting quantity of equipment, improves efficiency, and reduces fortune
Row cost, while realizing and fast and accurately monitoring.
It as shown in Fig. 2, include three-dimensional detection based on three-dimensional geological structural model and groundwater Numerical Simulation integrated system
Equipment and mobile device, wherein mobile device includes far-end computer, integrated control processing unit and multiple underwater robots；It is three-dimensional
Detecting devices includes geology detecting module, ground based detection module and processing module.
Specifically, three-dimensional detection equipment includes geology detecting module, ground based detection module and processing module, wherein geology
Detecting module is used to carry out detecting area to obtain the geological prospecting parameter of detecting area after geology is investigated on the spot；Ground based detection module for pair
Detecting area carries out obtaining the soil exploration parameter of detecting area after geology is investigated on the spot.Processing module is used to establish geology based on exploration parameter
Structural model obtains geologic structure figure.Three-dimensional detection equipment is also connected with far-end computer.
Wherein, geologic structure figure includes geological stratification boundary point data, geologic formation type data and waters data.It is obtaining
After geologic structure figure, it can be generated using digital complex demodulation upright in conjunction with image data fusing method in the prior art
The artificial light source image of body vision effect, is handled by Data fusion based on spectral fidelity, and artificial light source image and geologic map are carried out data
Fusion forms three-dimensional geologic map.Herein, artificial light source image and geologic map are subjected to data fusion after Data fusion based on spectral fidelity processing
The mode formed depending on three-dimensional geologic map can be realized according to the usual way of this field.
Mobile device includes far-end computer, integrated control processing unit and multiple underwater robots.Wherein, far-end computer and
The connection of integrated control processing unit, integrated control processing unit and multiple underwater robots are outer by conducting wire electric connection, also logical
Transmitting catheter is crossed to be attached.
In concrete implementation, aforesaid way available 3 D stereo geologic map, but for the pass of underground water
Note degree is that the present invention is highest.Therefore, on this basis, need to be monitored the case where underground water, just be able to achieve really
Monitor purpose.The case where underground water, is monitored in this way, mobile device is then realized.
In the following, being specifically described.Integrated control processing unit and multiple underwater robots are led by conducting wire and transmission
Pipe is separately connected.Wherein, conducting wire includes multiple sub-conductors, each sub-conductor one underwater robot of corresponding connection, from
And realize the circuit control part of underwater robot.Transmitting catheter includes multiple sub- transmitting catheters, and each sub- transmitting catheter
All one underwater robots of corresponding connection, to realize the control section of the buoyancy of underwater robot.
Firstly, multiple underwater robots can be set on a guide rail, the corresponding insertion of guide rail drills.When being visited
When survey, integrated control processing unit controls one or more of multiple underwater robots and is discharged into underground water along guide rail.
In the case where not by external force, the position of underwater robot depends on air pressure on hydraulic pressure and water level that it is subject to, existing
Have in technology, can be according to the hydrostatic pressure for measuring certain point of the water surface or less after, according to the density of water, acceleration information, underwater
The information such as the weight of robot converse the height of the above water level of this measurement point.Also subject to this air pressure on groundwater level, under water
The pressure that the point of measurement measures is exactly the sum of the atmospheric pressure of water pressure and water surface that the water height of measurement point up is formed
Value.Certainly, the situation deeper in ground water elevation, can not consider the influence of atmospheric pressure.
For multiple underwater robots in the prior art, what weight was usually fixed, only it is arranged thereon again
There is corresponding sensor measuring device detect, does not use the weight information of itself.The present invention is on the basis of the prior art
On, it is improved.As shown in Fig. 2, underwater human body is the spherical shape with inner space.Specifically, underwater
Access section is provided on human body, every sub- transmitting catheter includes connection terminal, connection terminal and access section docking, specific shape
Formula can be realized in a manner of being attracted connection or screwing in connection.The corresponding input pipe of each underwater robot and efferent duct difference
After passing through connection terminal and access section along corresponding sub- transmitting catheter, the appearance of underwater robot body interior setting is respectively enterd
Receive chamber, wherein input pipe and efferent duct are respectively arranged at the top and bottom of accommodating chamber, one end part of input pipe and efferent duct
It is not provided with input port and output port, is connected respectively with the inner space of ontology later.
The other end portion of input pipe and efferent duct is separately connected pressure pump and draft pump.Such set-up mode can make
It obtains and is pressed into quantitative filler in inner space by input pipe by pressure pump, to increase underwater robot on the whole
Weight so that underwater robot sink.In the case where needing to float, then can be pumped by draft will be quantitative
Filler presses extraction inner space by efferent duct, to reduce the weight of underwater robot.It should be noted that filler
It can be selected according to practical situation, such as density is greater than the liquid etc. of water, specific form is unrestricted, according to actual
Demand weight density is selected.In addition, pressure pump and draft pump are set in integrated control processing unit, moving in this way
Facilitate overall movement when dynamic；The corresponding container of filler can be set in integrated control processing unit, be also possible to list
It is solely set to outside integrated control processing unit, only needs to connect with corresponding pressure pump and draft pump when needed.This
Sample, the control filler that can be quantified is corresponding to be entered in corresponding underwater robot, to realize that underwater robot only relies on
The floating and sinking of gravity, thus according to the gravitational conditions of corresponding detecting parameter and underwater robot itself (according to scheduled
Filler control amount has carried out prior calibration) carry out underground water water level and flow measurement.Realization for parameter detection part,
For the state of the art, details are not described herein again.
In above-mentioned set-up mode, it is understood that there may be problem, i.e., because of other side's factor such as hydraulic pressure, water density, so that one
Underwater robot cannot achieve controllable sinking filler is filled out and is filled with, and (the general single underwater robot that floats is ok
It realizes controllable).As shown in Fig. 2, the spherical of underwater robot on this basis, is divided into two hemisphere faces by the present invention,
In a hemisphere face be set as electromagnet face, electromagnet face is corresponding by electromagnetic wire connection access section, in connection terminal and access section
Realize that the connection with corresponding sub-conductor is connected after docking.
Integrated control processing unit includes Electromagnetic Control portion, and Electromagnetic Control portion passes through sub-conductor respectively and electrically connects with electromagnet face
It connects.Electromagnetic Control portion control control voltage or electric current realize the control to electromagnet face, so that electromagnet face generates electromagnetic field.This
Sample controls electromagnet face by controlling multiple sub-conductors, so that it may so that multiple electromagnet faces generate preset electromagnetic field, to make
Multiple electromagnet faces are obtained it is anticipated that attracting each other, so that multiple underwater robots attract together, constitute an association
Underwater robot.The underwater robot of association has multiple in the weight controlled amounts of single underwater robot in this way.In this way
It can realize and be controlled according to factors such as hydraulic pressure, the water densities of corresponding measurement underground water, by multiple underwater robot groups
The multiple underwater robots of association are combined into, the requirement of weight is met, to realize quantitative measurement.Certainly, above-mentioned multiple underwater
After robot group is combined into the multiple underwater robots of association, the control of corresponding weight is all it is anticipated that progress, that is, press
After having carried out prior calibration according to scheduled filler control amount, control is carried out according to actual measurement demand and realizes groundwater level
The mobile device of water real-time monitoring.
It is respectively to control that two underwater robots, that three underwater robot groups are combined into association is more as shown in attached drawing 4-5
Structural scheme of mechanism when attracting together after a underwater robot, more robot groups are combined into the multiple underwater robots of association
After the case where attracting together repeat no more.
By above-mentioned mode, three-dimensional geological structure mould is respectively obtained by corresponding three-dimensional detection equipment and mobile device
The three-dimensional geologic map of type and the monitoring data of underground water numerical value, the simulation that the two, which is carried out fusion, both can be obtained integrate
As a result.
Although for illustrative purposes, it has been described that exemplary embodiments of the present invention, those skilled in the art
Member it will be understood that, can be in form and details in the case where the scope and spirit for not departing from invention disclosed in appended claims
On the change that carry out various modifications, add and replace etc., and all these changes all should belong to appended claims of the present invention
Protection scope, and each step in the claimed each department of product and method, can in any combination
Form is combined.Therefore, to disclosed in this invention the description of embodiment be not intended to limit the scope of the invention,
But for describing the present invention.Correspondingly, the scope of the present invention is not limited by embodiment of above, but by claim or
Its equivalent is defined.
Claims (9)
1. a kind of three-dimensional geological structural model and groundwater Numerical Simulation integrated system, it is characterised in that: set including three-dimensional detection
Standby, mobile device and simulation integrating device；
Wherein, three-dimensional detection equipment includes geology detecting module, ground based detection module and processing module；
Geology detecting module obtains the geological prospecting parameter of detecting area after geology is investigated on the spot for carrying out to detecting area；
Ground based detection module is used to carry out detecting area to obtain the soil exploration parameter of detecting area after geology is investigated on the spot；
Processing module obtains geologic structure figure for establishing geologic structure model based on exploration parameter；And obtaining geology
After structure chart, the artificial light source image of positive stereoscopic visual effect is generated using digital complex demodulation, passes through Data fusion based on spectral fidelity
Artificial light source image and geologic map are carried out data fusion by processing, form three-dimensional geologic map；
Mobile device obtains the monitoring data of underground water numerical value for the monitoring of underground water numerical value；Mobile device includes distal end electricity
Brain, integrated control processing unit and multiple underwater robots；Wherein far-end computer is connected with integrated control processing unit, integrates control
Processing unit processed and multiple underwater robots are outer by conducting wire electric connection, are also attached by transmitting catheter；
Integrating device is simulated, for respectively obtaining three-dimensional geological structural model by corresponding three-dimensional detection equipment and mobile device
Three-dimensional geologic map and underground water numerical value monitoring data, the two is merged to obtain and simulates integrated result.
2. the system as claimed in claim 1, it is characterised in that: geologic structure figure includes geological stratification boundary point data, geological stratification
Categorical data and waters data.
3. the system as claimed in claim 1, it is characterised in that: conducting wire includes multiple sub-conductors, each sub-conductor is corresponding
One underwater robot of connection.
4. system as claimed in claim 3, it is characterised in that: transmitting catheter includes multiple sub- transmitting catheters, and each height
Transmitting catheter all one underwater robots of corresponding connection.
5. system as claimed in claim 4, it is characterised in that: multiple underwater robots are set on a guide rail, and guide rail is corresponding
Insertion drilling, when being detected, one or more of multiple underwater robots of integrated control processing unit control
It is discharged into underground water along guide rail.
6. system as claimed in claim 5, it is characterised in that: each underwater human body is the ball with inner space
Shape, each underwater human body are the spherical shape with inner space.
7. system as claimed in claim 6, it is characterised in that: be provided with access section on underwater human body, every height passes
Conducting tube includes connection terminal, connection terminal and access section docking, the corresponding input pipe of each underwater robot and efferent duct
After passing through connection terminal and access section respectively along corresponding sub- transmitting catheter, the setting of underwater robot body interior is respectively enterd
Accommodating chamber, the one end of input pipe and efferent duct is respectively arranged with input port and output port, later respectively with ontology
The other end portion of inner space conducting, input pipe and efferent duct is separately connected pressure pump and draft pump, will be determined by pressure pump
The filler of amount is pressed into inner space by input pipe, so that the weight of underwater robot is increased on the whole, so that
Underwater robot sinks；In the case where needing to float, quantitative filler out is extracted by efferent duct in inside by draft pump
Space, to reduce the weight of underwater robot.
8. system as claimed in claim 7, it is characterised in that: the spherical of each underwater robot is divided into two hemisphere
Face, one of hemisphere face are set as electromagnet face, and electromagnet face is corresponding to connect access section by electromagnetic wire, in connection terminal and connect
Realize that the connection with corresponding sub-conductor is connected after entering portion's docking；It include Electromagnetic Control portion, Electromagnetic Control portion at control processing unit
It is electrically connected respectively by sub-conductor and electromagnet face, electromagnet face is controlled by controlling multiple sub-conductors, so that multiple electromagnet faces
It generates after preset electromagnetic field it is anticipated that attracting each other, so that multiple underwater robots attract the water for constituting association together
Lower robot.
9. system as claimed in claim 8, it is characterised in that: realized by control voltage or electric current to electromagnetism in Electromagnetic Control portion
The control in face, so that electromagnet face generates electromagnetic field.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111161415A (en) * | 2020-01-03 | 2020-05-15 | 山东省地质调查院(山东省自然资源厅矿产勘查技术指导中心) | Three-dimensional space simulation method for karst development channel of underground water in karst area |
| CN111459955A (en) * | 2020-03-13 | 2020-07-28 | 济南轨道交通集团有限公司 | Three-dimensional geological structure model automatic updating method and system based on GIS platform |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101750611A (en) * | 2009-12-02 | 2010-06-23 | 哈尔滨工程大学 | Underwater robot object detection device and detection method |
| CN103279988A (en) * | 2013-06-06 | 2013-09-04 | 天津城市建设学院 | Virtual city overground space and underground space integrated 3D modeling method |
| CN105526910A (en) * | 2016-01-29 | 2016-04-27 | 西南石油大学 | Submarine topography change monitoring system and method |
| CN206584514U (en) * | 2016-12-06 | 2017-10-24 | 北京臻迪科技股份有限公司 | A kind of unmanned boat control system under water |
| CN208621149U (en) * | 2018-08-16 | 2019-03-19 | 天长市瑞达仪表电缆材料厂 | A kind of floating ball lever meter floating ball |
-
2019
- 2019-07-31 CN CN201910700465.0A patent/CN110415348B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101750611A (en) * | 2009-12-02 | 2010-06-23 | 哈尔滨工程大学 | Underwater robot object detection device and detection method |
| CN103279988A (en) * | 2013-06-06 | 2013-09-04 | 天津城市建设学院 | Virtual city overground space and underground space integrated 3D modeling method |
| CN105526910A (en) * | 2016-01-29 | 2016-04-27 | 西南石油大学 | Submarine topography change monitoring system and method |
| CN206584514U (en) * | 2016-12-06 | 2017-10-24 | 北京臻迪科技股份有限公司 | A kind of unmanned boat control system under water |
| CN208621149U (en) * | 2018-08-16 | 2019-03-19 | 天长市瑞达仪表电缆材料厂 | A kind of floating ball lever meter floating ball |
Non-Patent Citations (6)
| Title |
|---|
| CORREA等: "Autonomous underwater vehicle (AUV) mapping reveals coral mound distribution, morphology, and oceanography in deep water of the Straits of Florida", 《GEOPHYSICAL RESEARCH LETTERS》 * |
| CORREA等: "Autonomous underwater vehicle (AUV) mapping reveals coral mound distribution, morphology, and oceanography in deep water of the Straits of Florida", 《GEOPHYSICAL RESEARCH LETTERS》, vol. 33, no. 23, 31 October 2006 (2006-10-31), pages 1 - 6 * |
| 徐秋晓等: "济南城市四维动态地质信息系统构建研究", 《山东国土资源》 * |
| 徐秋晓等: "济南城市四维动态地质信息系统构建研究", 《山东国土资源》, vol. 34, no. 10, 31 October 2018 (2018-10-31), pages 115 - 119 * |
| 齐泽荣等: "视立体地质图制作方法研究", 《国土资源遥感》 * |
| 齐泽荣等: "视立体地质图制作方法研究", 《国土资源遥感》, no. 4, 15 December 2010 (2010-12-15), pages 131 - 134 * |
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| CN111161415A (en) * | 2020-01-03 | 2020-05-15 | 山东省地质调查院(山东省自然资源厅矿产勘查技术指导中心) | Three-dimensional space simulation method for karst development channel of underground water in karst area |
| CN111459955A (en) * | 2020-03-13 | 2020-07-28 | 济南轨道交通集团有限公司 | Three-dimensional geological structure model automatic updating method and system based on GIS platform |
| CN111459955B (en) * | 2020-03-13 | 2023-09-29 | 济南轨道交通集团有限公司 | Automatic three-dimensional geological structure model updating method and system based on GIS platform |
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