CN115387852A - Underground water migration rule monitoring method and device, electronic equipment and storage medium - Google Patents
Underground water migration rule monitoring method and device, electronic equipment and storage medium Download PDFInfo
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- CN115387852A CN115387852A CN202210861509.XA CN202210861509A CN115387852A CN 115387852 A CN115387852 A CN 115387852A CN 202210861509 A CN202210861509 A CN 202210861509A CN 115387852 A CN115387852 A CN 115387852A
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- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
- E21F17/18—Special adaptations of signalling or alarm devices
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- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F16/00—Drainage
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- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
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- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A90/00—Technologies having an indirect contribution to adaptation to climate change
- Y02A90/30—Assessment of water resources
Abstract
The application provides a method and a device for monitoring underground water migration rules, electronic equipment and a storage medium. The method comprises the following steps: carrying out plane monitoring on the underground water of the area to be monitored to obtain an underground horizontal surface flow field diagram; determining the position of at least one exploration hole in a water flowing fractured zone according to the subsurface horizontal surface flow field diagram; carrying out vertical monitoring on underground water at the position of the exploration hole, and determining the development height of the water flowing fractured zone and the vertical migration rule of the underground water; and determining the migration rule of the underground water according to the underground horizontal surface flow field diagram, the vertical migration rule of the underground water and the development height of the water flowing fractured zone. The method utilizes a refined underground water plane flow field diagram made of underground water monitoring data containing flow direction and flow velocity information and combines an underground water vertical migration rule developed by utilizing a tracing technology to obtain an underground water migration rule and a development height of a water-flowing fractured zone. Provides powerful basis for the safe mining of coal mines.
Description
Technical Field
The application relates to the technical field of water prevention and control of coal mine stope faces, in particular to a method and a device for monitoring underground water migration rule, electronic equipment and a storage medium.
Background
Coal mining or other underground operations require attention to the effects of water-conducting fractured zones that form as a result of the underground mining operation. The main reasons for the formation of the water-flowing fractured zone are: when the working face of the coal seam is mined to a certain length, the original stress balance of the overlying strata of the goaf is broken, so that the overlying strata of the goaf can collapse, move, deform, separate from the strata and the like. The rock stratum forms a water flowing fractured zone from top to bottom according to the crushing degree. The better the water-guiding fractured zone develops, the better the water-guiding channel can be formed, so the research on the development height of the fractured zone and whether the development influences the boundary of a water-filling water source of an upper water-bearing layer, surrounding old kiln water and accumulated water in a goaf or not has important value and significance for improving the upper limit value of the coal mining thickness and the coal mine safety continuous production.
The related technologies are generally detected by methods such as numerical simulation, physical simulation, on-site borehole television peeking, plugging and leakage detection experiments and the like. The method has certain limitations in the aspect of judging the true development height of the water flowing fractured zone, and the migration rule of the underground water in overburden rock damage cannot be accurately disclosed.
Disclosure of Invention
In view of this, an object of the present application is to provide a method and an apparatus for monitoring migration rules of underground water, an electronic device, and a storage medium.
In view of the above, one or more embodiments of the present application provide a method for monitoring a migration rule of underground water. The method comprises the following steps:
carrying out plane monitoring on the underground water of the area to be monitored to obtain an underground horizontal surface flow field diagram;
determining the position of at least one exploration hole in a water flowing fractured zone according to the subsurface horizontal surface flow field diagram;
carrying out vertical monitoring on underground water at the position of the exploration hole, and determining the development height of the water flowing fractured zone and the vertical migration rule of the underground water;
and determining the migration rule of the underground water according to the underground horizontal surface flow field diagram, the vertical migration rule of the underground water and the development height of the water flowing fractured zone.
Optionally, the plane monitoring is performed on the groundwater in the area to be monitored to obtain an underground horizontal surface flow field diagram, including:
obtaining plane monitoring data of the underground water of the area to be monitored by an underground water monitor;
and drawing the underground water plane flow field diagram according to the plane monitoring data.
Optionally, the level monitoring data includes at least one of a flow direction, a flow rate, a water temperature, and a water level of the groundwater.
Optionally, the determining the position of at least one exploration hole in the water flowing fractured zone according to the subsurface horizontal flow field pattern includes:
determining the position of the center of at least one precipitation funnel according to the subsurface horizontal surface flow field diagram;
and determining the position of the exploration hole according to the position of the center of the precipitation funnel.
Optionally, the utilizing the exploration hole to vertically monitor the groundwater and determining a vertical migration rule of the groundwater includes:
drilling at the position of the exploration hole to obtain an observation hole;
feeding a tracer into the sight bore from a first predetermined location;
monitoring the groundwater at a second preset position to obtain vertical monitoring data of the groundwater at the second preset position;
and obtaining a vertical migration rule of the underground water according to the underground horizontal surface flow field diagram and the underground water vertical monitoring data.
Optionally, the vertical monitoring data of groundwater at the second predetermined location comprises at least one of a flow rate of groundwater at the second predetermined location and the tracer concentration.
Optionally, the vertically monitoring the groundwater by using the exploration hole to determine the development height of the water flowing fractured zone includes:
preliminarily determining the development height of the water flowing fractured zone by observation through the observation hole;
and accurately determining the development height of the water flowing fractured zone according to the underground horizontal surface flow field diagram and the underground water vertical monitoring data.
Based on the same inventive concept, one or more embodiments of the present application provide an underground water migration law monitoring device, the device including:
the plane monitoring module is used for carrying out plane monitoring on the underground water of the area to be monitored to obtain an underground horizontal surface flow field diagram;
a location determination module configured to determine a location of at least one probe hole on a water flowing fractured zone from the ground water plane flow field map;
the vertical monitoring module is configured to vertically monitor underground water according to the position of the exploration hole and determine the development height of the water flowing fractured zone and the vertical migration rule of the underground water;
the determining module is configured to determine a groundwater migration rule according to the subsurface horizontal surface flow field diagram, the groundwater vertical migration rule and the development height of the water flowing fractured zone.
Based on the same inventive concept, one or more embodiments of the present application further provide an electronic device, which includes a memory, a processor, and a computer program stored on the memory and executable on the processor, and the processor executes the computer program to implement the method for predicting chronic obstructive pulmonary recurrence as described in any one of the above.
Based on the same inventive concept, one or more embodiments of the present application further provide a non-transitory computer-readable storage medium storing computer instructions for causing the computer to perform any one of the methods for predicting chronic obstructive pulmonary recurrence described above.
As can be seen from the above, according to the method, the device, the electronic device, and the storage medium for monitoring the migration rule of underground water provided by one or more embodiments of the present application, an underground water flow field diagram and an underground water vertical migration rule are obtained by monitoring underground water in a region to be monitored, and the migration direction and rate of underground water are obtained according to the underground water flow field diagram and the underground water vertical migration rule. Meanwhile, the development height of the water flowing fractured zone can be obtained by monitoring the underground water. And determining the underground water migration rule according to the underground horizontal surface flow field diagram, the underground water vertical migration rule and the development height of the water flowing fractured zone. The underground water migration rule can effectively help people to understand the development condition of the water flowing fractured zone, thereby effectively assisting the safe and continuous production of the coal mine.
Drawings
In order to more clearly illustrate the technical solutions in the present application or related technologies, the drawings required for the embodiments or related technologies in the following description are briefly introduced, and it is obvious that the drawings in the following description are only the embodiments of the present application, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic flow chart of a method for monitoring a migration law of underground water according to one or more embodiments of the present disclosure;
fig. 2 is a schematic structural diagram of an underground water migration law monitoring device according to one or more embodiments of the present application;
fig. 3 is a schematic diagram of a hardware structure of an electronic device according to one or more embodiments of the present application.
Detailed Description
In order to make the objects, technical solutions and advantages of the present application more apparent, the present application is further described in detail below with reference to the accompanying drawings in combination with specific embodiments.
It should be noted that technical terms or scientific terms used in the embodiments of the present application should have a general meaning as understood by those having ordinary skill in the art to which the present application belongs, unless otherwise defined. The use of "first," "second," and similar terms in the embodiments of the present application do not denote any order, quantity, or importance, but rather the terms are used to distinguish one element from another. The word "comprising" or "comprises", and the like, means that the element or item listed before the word covers the element or item listed after the word and its equivalents, but does not exclude other elements or items. The terms "connected" or "coupled" and the like are not restricted to physical or mechanical connections, but may include electrical connections, whether direct or indirect. "upper", "lower", "left", "right", and the like are used merely to indicate relative positional relationships, and when the absolute position of the object being described is changed, the relative positional relationships may also be changed accordingly.
According to the background technology, it is necessary to master the real development height and development condition of the water flowing fractured zone in the coal mining process. In the related technology, detection is generally performed by methods such as numerical simulation, physical simulation, on-site drilling television peeking, plugging and leakage detection experiments and the like.
However, in order to reduce the calculation difficulty, the numerical simulation method usually simplifies the boundary conditions and the unit attributes, so that the accuracy of the analysis result is not high; meanwhile, the analysis result obtained by the method is relatively abstract and is not beneficial to subsequent analysis. The physical simulation method is limited by experimental materials and experimental methods, and cannot accurately restore the geological structure and physical mechanical characteristics under different geological conditions. The on-site drilling TV peeking and plugging leak detection experiment is easily influenced by the primary fracture in the stratum, and the real development height of the water flowing fracture zone cannot be explored. And by the method, only the development height of the water flowing fractured zone can be estimated, and the integral migration rule of the underground water cannot be known.
In summary, one or more embodiments of the present disclosure provide a method for monitoring migration rules of groundwater, in which a groundwater plane flow field diagram, a groundwater vertical migration rule, and a development height of a water-flowing fractured zone are obtained by applying a groundwater monitor and a tracing detection technology. And obtaining the underground water migration rule according to the underground horizontal surface flow field diagram, the underground water vertical migration rule and the development height of the water flowing fractured zone. That is, besides the development height of the water-flowing fractured zone, the migration rule of the underground water can be obtained. For mining personnel, follow-up mining activities can be more effectively and safely carried out according to the information.
Referring to fig. 1, a groundwater migration law monitoring method according to one or more embodiments of the present application includes the following steps:
step S101: and carrying out plane monitoring on the underground water of the area to be monitored to obtain an underground horizontal surface flow field diagram.
In the process of implementing the application, the applicant finds that on one hand, due to the fact that underground monitoring conditions are difficult and the visualization degree is low, the condition that the water flowing fractured zone data are real or the accuracy is low is easily caused only by the method of digging the exploration hole and monitoring the underground water vertical data through the exploration hole. Thus, the applicant first monitors the planar flow field condition of the groundwater of the area to be monitored, then determines a position which is likely to develop well for the water-flowing fractured zone from the planar flow field pattern, and then monitors the position. By the method, more accurate underground water migration condition and development condition of the water flowing fractured zone can be obtained, and a subsequent mining plan is determined according to the development condition.
On the other hand, when the related art carries out plane monitoring on underground water, in order to prevent a drilled hole from forming a water guide channel, a water level monitoring hole is not generally arranged above a coal mining working surface, so that in a conventional method, an underground water horizontal flow field graph is obtained through water level data difference of a plurality of long-term observation holes, but the underground water horizontal flow field graph cannot accurately control the falling bucket range of an aquifer formed by coal mining disturbance, and the area with the strongest influence of development of a water guide fracture zone on an overburden aquifer cannot be determined. Therefore, on the basis of the conventional water level differential flow field, the flow field is finely described by monitoring data of the flow velocity and the flow direction of the groundwater to obtain an underground horizontal surface flow field diagram, and then follow-up work is carried out.
In the step, the water level is monitored through at least one long-term observation hole near the goaf, and the flow field range of the groundwater in the area to be monitored is defined. In some embodiments, the flow field of the mined out area groundwater may be delineated. And then, according to the flow field range, obtaining plane monitoring data of the underground water through a tracking technology and drawing an underground water flow field diagram according to the plane monitoring data. In some embodiments, the plane monitoring data information of the groundwater in the long-term observation hole is detected by a microparticle magnetic heading optical tracking technology to obtain a groundwater flow field map.
Optionally, obtaining plane monitoring data of the groundwater in the area to be monitored by using a groundwater monitor; and drawing the underground horizontal surface flow field diagram according to the plane monitoring data.
Alternatively, the plane monitoring data may include at least one of a flow direction, a flow rate, a water temperature, and a water level of the groundwater.
In some embodiments, various items of information about groundwater in different depth aquifers may be obtained by observing natural particles and colloids present in the groundwater. In some embodiments, groundwater monitoring may be performed by an intelligent groundwater monitor using at least one long term observation hole of the area to be monitored. In some embodiments, different methods of the g.o.sensor intelligent groundwater monitor for obtaining corresponding groundwater information may be selected, and the scope of the present invention is not affected by different methods as long as the corresponding purpose is achieved. Through above-mentioned intelligent groundwater monitor, can obtain the movement track and the horizontal migration speed of colloidal particle in the groundwater through observation and calculation, further analysis can obtain one or more groundwater level monitoring data in the flow direction, velocity of flow, temperature and the water level of groundwater. In some embodiments, according to the above-mentioned groundwater level monitoring data, a subsurface horizontal surface flow field map of the region to be monitored can be obtained through corresponding software processing. The subsurface horizontal flow field diagram provides basis for determining the position of the exploration hole of the water flowing fractured zone.
Step S102: and determining the position of at least one exploration hole in the water flowing fractured zone according to the subsurface horizontal surface flow field diagram.
In the process of implementing the application, the applicant finds that the position of the water flowing fractured zone can be determined more accurately by firstly obtaining a plane flow field diagram of the groundwater and observing the flowing condition of the groundwater.
In this step, the position of the exploration hole is determined from the ground water plane flow field map obtained in step S101. The main functions of the exploration hole are to determine the development height of a water flowing fractured zone and provide a basis for determining hydrogeological information of the position by subsequently putting a tracer. In some embodiments, the distribution range of the overburden aquifer funnel can be accurately controlled on the basis of the subsurface horizontal surface flow field diagram, and then the positions of the detection drill holes of the water flowing fractured zone and the putting of the tracer are determined. In some embodiments, the coordinates may be read in a plan flow field map after the location of the probed holes is determined, and then the precise location may be found in the field using an RTK survey instrument. Alternatively, the position of the centre of at least one precipitation funnel may be determined from the subsurface level flow field map, and the position of the exploration aperture may then be determined from the position of the centre of said precipitation funnel.
Step S103: and vertically monitoring the underground water at the position of the exploration hole, and determining the development height of the water flowing fractured zone and the vertical migration rule of the underground water.
The main purpose of vertically monitoring the underground water in the step is to obtain the concentrations of the tracer agents monitored under the conditions of different layers and different drilling positions, and the effective height of the development of the overlying strata water-flowing fractured zone of the coal seam under mining damage and the time and range of the underground water in different water-containing layers flowing into the working face of the mine are reflected by the concentrations of the tracer agents. According to the information, the underground water migration rule in the monitored area can be determined by combining the plane flow field diagram obtained in the step S101.
Optionally, the above-mentioned utilizing the exploration hole to perform vertical groundwater monitoring and determining a vertical migration rule of groundwater includes: drilling at the position of the exploration hole to obtain an observation hole; feeding a tracer into the sight bore from a first predetermined location; monitoring the groundwater at a second preset position to obtain vertical monitoring data of the groundwater at the second preset position; and obtaining a vertical migration rule of the underground water according to the underground horizontal surface flow field diagram and the underground water vertical monitoring data.
After determining the locations of the exploratory holes, in some embodiments, a drilling rig may be used to drill from the surface into the ground until a particular horizon is reached. In some embodiments, core may be taken from the full bore of the rig and drilling fluid loss recorded in real time. In some embodiments, for the fourth series of loose soil layers, a twist drill or an earth sampler is used for drilling, a water-stop casing is arranged 5m below the normal bedrock, the casing is fixed by cement, and after the cement is solidified, the drilling is continued to the final hole level by using a single-action double-set coal mining device. In some embodiments, the soil layer and the weathered rock layer are drilled by a single-action rotary press-in type soil sampler, so that the soil core is ensured to be still and immovable. In other embodiments, single-action dual-string drilling is used for the formation.
In some embodiments, the hole wall condition after the clean water hole washing can be observed by methods such as core identification, drilling fluid loss observation or three-dimensional drilling television. Different methods can not influence the protection scope of the invention as long as the corresponding purpose can be achieved by different methods for acquiring corresponding underground water information. The method can preliminarily determine the development height of the water flowing fractured zone and provide a basis for the subsequent adding of the tracer.
The core identification method has the main functions of describing the integrity degree and the fracture development condition of the core and counting the quality index RQD value of the core. And when obvious and fresh vertical fractures and broken cores are found in the rock stratum, the integrity is poor, and the quality index of the cores is reduced, determining the position of the top boundary of the development height of the water flowing fractured zone.
The method for observing the drilling fluid leakage (also called as a drilling fluid flushing method) is a method for comprehensively judging the heights and the damage characteristics of a collapse zone and a water-guiding crack zone by directly measuring the leakage amount of drilling fluid, the drilling water level, the drilling speed, the drill sticking, the drill falling and the drilling air suction conditions in the drilling process and by using the data such as core observation, geological description and the like, and is also the most traditional method.
The three-dimensional borehole TV method is characterized by that a water-proof camera probe with light source is placed in the underground borehole, and the geological structure of underground borehole can be directly observed on the colour monitor on the ground, and according to the information of form, colour and brightness of image it can be used for identifying lithology, crack, cavity and weak interlayer, etc. and can use video tape to store logging information. By means of borehole television observation, the integrity of the stratum and the development of cracks can be visually observed, and the water-resisting and water-permeating conditions of overlying strata can be directly observed.
In some embodiments, when the consumption of the flushing fluid of the drilling tool is remarkably increased, the water level of the drilled hole is remarkably reduced, the water level is reduced quickly, and the drilled hole is slightly induced with air, a drilling television is used for peeping the hole wall after the hole is washed by clear water, and the development condition of the cracks in the rock stratum is identified by observing the peeping image. And preliminarily judging the development height of the water flowing fractured zone at the drilling position by combining the obvious and fresh vertical fractures in the rock core with the corresponding depth, the integrity of the rock core and the quality index condition of the rock core.
In the process of realizing the application, the applicant finds that the tracer has the characteristics of strong fluidity and easiness in capture, and can reflect the effective height of development of the water flowing fractured zone of the overlying strata of the coal bed under mining damage and the time and range of the underground water flowing into the working face of the mine in different water-containing layers by detecting the concentration of the tracer at different layers and under different exploration hole positions. And underground water is monitored by the tracer, so that the defects that the traditional water flowing fractured zone exploration method is low in accuracy and is easily influenced by geological environment are overcome.
In some embodiments, a fixed amount of proportioned tracer reagent is pressed into a designated layer in the hole by the double-plug water pressing device, and the putting position of the tracer reagent can be set to a first preset position. After entering the aquifer through the exploration hole, the tracer reagent flows into a goaf of the underground working face along with the water guide fracture channel. And carrying out vertical monitoring data by using a tracer detection device preset at the second preset position in advance. In some embodiments, the tracer detection device is installed based on the actual conditions of the location of the exploratory hole and the working surface of the coal seam downhole. In some embodiments, the second predetermined location may be located adjacent to each sump of the coal seam face. Through set for the tracer reagent detection equipment of corresponding parameter near above-mentioned sump installation, then carry out the tracer reagent concentration of real-time supervision mine gush groundwater, the vertical monitoring data of groundwater that can obtain. In some embodiments, the monitoring is performed using a GGUN-FL24 field groundwater fluorometer. Different methods can not influence the protection scope of the invention as long as the corresponding purpose can be achieved by different methods for acquiring corresponding underground water information. The method can preliminarily determine the development height of the water flowing fractured zone and provide a basis for the subsequent adding of the tracer. In some embodiments, the tracer reagent may be selected from one or more of sodium fluorescein, rhodamine B, fluorescent whitening agent (cherenbo). In some embodiments, the monitoring time interval is set to 5 minutes. In some embodiments, the amount of the tracer reagent may be estimated based on the calculated catchment area and the length of the flow path. In some embodiments, background value measurements may be made on a water sample exploring a well prior to the injection of a missing reagent.
Optionally, the vertical monitoring data includes at least one of a flow rate of groundwater at the second predetermined location and a concentration of the tracer.
Step S104: and determining the migration rule of the underground water according to the underground horizontal surface flow field diagram, the vertical migration rule of the underground water and the development height of the water flowing fractured zone.
In some embodiments, a groundwater migration model is constructed according to the groundwater plane flow field diagram obtained in the steps S101 to S103, the groundwater vertical migration rule and the development height of the water flowing fractured zone. And obtaining the underground water migration rule and the development height of the water flowing fractured zone according to the model.
It should be noted that the method of the embodiment of the present application may be executed by a single device, such as a computer or a server. The method of the embodiment can also be applied to a distributed scene and completed by the mutual cooperation of a plurality of devices. In this distributed scenario, one device of the multiple devices may only perform one or more steps of the method of the embodiment of the present application, and the multiple devices interact with each other to complete the method.
It should be noted that the above describes some embodiments of the present application. Other embodiments are within the scope of the following claims. In some cases, the actions or steps recited in the claims may be performed in a different order than in the embodiments described above and still achieve desirable results. In addition, the processes depicted in the accompanying figures do not necessarily require the particular order shown, or sequential order, to achieve desirable results. In some embodiments, multitasking and parallel processing may also be possible or may be advantageous.
Based on the same inventive concept, corresponding to the method of any embodiment, the application also provides a device for monitoring the migration rule of underground water.
Referring to fig. 2, the groundwater migration law monitoring apparatus includes:
the plane monitoring module 11 is used for carrying out plane monitoring on the underground water in the area to be monitored to obtain an underground horizontal surface flow field diagram;
a position determination module 12 configured to determine a position of at least one exploration hole on a water flowing fractured zone from the ground water plane flow field map;
the vertical monitoring module 13 is configured to vertically monitor the underground water according to the position of the exploration hole, and determine the development height of the water flowing fractured zone and the vertical migration rule of the underground water;
the determining module 14 is configured to determine a groundwater migration rule according to the subsurface horizontal surface flow field diagram, the groundwater vertical migration rule and the development height of the water flowing fractured zone.
For convenience of description, the above devices are described as being divided into various modules by functions, and are described separately. Of course, the functionality of the various modules may be implemented in the same one or more pieces of software and/or hardware in the practice of the present application.
The device of the above embodiment is used for realizing the corresponding method for monitoring the groundwater migration rule in any one of the above embodiments, and has the beneficial effects of the corresponding method embodiment, which are not described herein again.
Based on the same inventive concept, corresponding to the method of any embodiment, the application further provides an electronic device, which comprises a memory, a processor and a computer program stored on the memory and capable of running on the processor, wherein when the processor executes the program, the method for monitoring the migration rule of underground water according to any embodiment is implemented.
Fig. 3 is a schematic diagram illustrating a more specific hardware structure of an electronic device according to this embodiment, where the electronic device may include: a processor 1010, a memory 1020, an input/output interface 1030, a communication interface 1040, and a bus 1050. Wherein the processor 1010, memory 1020, input/output interface 1030, and communication interface 1040 are communicatively coupled to each other within the device via bus 1050.
The processor 1010 may be implemented by a general-purpose CPU (Central Processing Unit), a microprocessor, an Application Specific Integrated Circuit (ASIC), or one or more Integrated circuits, and is configured to execute related programs to implement the technical solutions provided in the embodiments of the present disclosure.
The Memory 1020 may be implemented in the form of a ROM (Read Only Memory), a RAM (Random Access Memory), a static storage device, a dynamic storage device, or the like. The memory 1020 may store an operating system and other application programs, and when the technical solution provided by the embodiments of the present specification is implemented by software or firmware, the relevant program codes are stored in the memory 1020 and called to be executed by the processor 1010.
The input/output interface 1030 is used for connecting an input/output module to input and output information. The i/o module may be configured as a component in a device (not shown) or may be external to the device to provide a corresponding function. The input devices may include a keyboard, a mouse, a touch screen, a microphone, various sensors, etc., and the output devices may include a display, a speaker, a vibrator, an indicator light, etc.
The communication interface 1040 is used for connecting a communication module (not shown in the drawings) to implement communication interaction between the present apparatus and other apparatuses. The communication module can realize communication in a wired mode (such as USB, network cable and the like) and also can realize communication in a wireless mode (such as mobile network, WIFI, bluetooth and the like).
It should be noted that although the above-mentioned device only shows the processor 1010, the memory 1020, the input/output interface 1030, the communication interface 1040 and the bus 1050, in a specific implementation, the device may also include other components necessary for normal operation. In addition, those skilled in the art will appreciate that the above-described apparatus may also include only those components necessary to implement the embodiments of the present description, and not necessarily all of the components shown in the figures.
The electronic device of the above embodiment is used for implementing the corresponding method for monitoring the migration rule of underground water in any of the above embodiments, and has the beneficial effects of the corresponding method embodiment, which are not described again here.
Based on the same inventive concept, corresponding to any of the above embodiments, the present application also provides a non-transitory computer-readable storage medium storing computer instructions for causing the computer to execute the groundwater migration law monitoring method according to any of the above embodiments.
Computer-readable media of the present embodiments, including both non-transitory and non-transitory, removable and non-removable media, may implement information storage by any method or technology. The information may be computer readable instructions, data structures, modules of a program, or other data. Examples of computer storage media include, but are not limited to, phase change memory (PRAM), static Random Access Memory (SRAM), dynamic Random Access Memory (DRAM), other types of Random Access Memory (RAM), read Only Memory (ROM), electrically Erasable Programmable Read Only Memory (EEPROM), flash memory or other memory technology, compact disc read only memory (CD-ROM), digital Versatile Discs (DVD) or other optical storage, magnetic cassettes, magnetic tape magnetic disk storage or other magnetic storage devices, or any other non-transmission medium that can be used to store information that can be accessed by a computing device.
The computer instructions stored in the storage medium of the foregoing embodiment are used to enable the computer to execute the method for monitoring a migration law of underground water according to any one of the foregoing embodiments, and have the beneficial effects of the corresponding method embodiments, which are not described herein again.
Those of ordinary skill in the art will understand that: the discussion of any embodiment above is meant to be exemplary only, and is not intended to intimate that the scope of the disclosure, including the claims, is limited to these examples; within the context of the present application, technical features in the above embodiments or in different embodiments may also be combined, steps may be implemented in any order, and there are many other variations of the different aspects of the embodiments of the present application described above, which are not provided in detail for the sake of brevity.
In addition, well-known power/ground connections to Integrated Circuit (IC) chips and other components may or may not be shown within the provided figures for simplicity of illustration and discussion, and so as not to obscure the embodiments of the application. Furthermore, devices may be shown in block diagram form in order to avoid obscuring embodiments of the application, and this also takes into account the fact that specifics with respect to implementation of such block diagram devices are highly dependent upon the platform within which the embodiments of the application are to be implemented (i.e., specifics should be well within purview of one skilled in the art). Where specific details (e.g., circuits) are set forth in order to describe example embodiments of the application, it should be apparent to one skilled in the art that the embodiments of the application can be practiced without, or with variation of, these specific details. Accordingly, the description is to be regarded as illustrative instead of restrictive.
While the present application has been described in conjunction with specific embodiments thereof, many alternatives, modifications, and variations of these embodiments will be apparent to those of ordinary skill in the art in light of the foregoing description. For example, other memory architectures, such as Dynamic RAM (DRAM), may use the discussed embodiments.
The present embodiments are intended to embrace all such alternatives, modifications and variances which fall within the broad scope of the appended claims. Therefore, any omissions, modifications, substitutions, improvements, and the like that may be made without departing from the spirit and principles of the embodiments of the present application are intended to be included within the scope of the present application.
Claims (10)
1. A method for monitoring underground water migration rules is characterized by comprising the following steps:
carrying out plane monitoring on the underground water of a region to be monitored to obtain an underground horizontal surface flow field diagram;
determining the position of at least one exploration hole in a water flowing fractured zone according to the subsurface horizontal surface flow field diagram;
carrying out vertical monitoring on underground water at the position of the exploration hole, and determining the development height of the water flowing fractured zone and the vertical migration rule of the underground water;
and determining the migration rule of the underground water according to the underground horizontal surface flow field diagram, the vertical migration rule of the underground water and the development height of the water flowing fractured zone.
2. The method of claim 1, wherein the performing plane monitoring on the groundwater in the area to be monitored to obtain a subsurface horizontal flow field map comprises:
acquiring plane monitoring data of the underground water of the area to be monitored by an underground water monitor;
and drawing the underground water plane flow field diagram according to the plane monitoring data.
3. The method of claim 2, wherein the surface monitoring data includes at least one of a flow direction, a flow rate, a water temperature, and a water level of the groundwater.
4. The method of claim 1, wherein said determining a location of at least one exploratory hole in a water-conducting fracture zone from said subsurface horizontal surface flow field pattern comprises:
determining the position of the center of at least one precipitation funnel according to the subsurface horizontal surface flow field diagram;
and determining the position of the exploration hole according to the position of the center of the precipitation funnel.
5. The method according to any one of claims 1 to 4, wherein the step of utilizing the exploration hole for carrying out groundwater vertical monitoring to determine a groundwater vertical migration rule comprises the following steps:
drilling at the position of the exploration hole to obtain an observation hole;
feeding a tracer into the sight bore from a first predetermined location;
monitoring the groundwater at a second preset position to obtain vertical monitoring data of the groundwater at the second preset position;
and obtaining a vertical migration rule of the underground water according to the underground horizontal surface flow field diagram and the underground water vertical monitoring data.
6. The method of claim 5, wherein the vertical monitoring data of groundwater at the second predetermined location comprises at least one of a flow rate of groundwater at the second predetermined location and the tracer concentration.
7. The method of claim 6, wherein the vertically monitoring groundwater using the exploratory hole to determine the development height of the water fractured zone comprises:
preliminarily determining the development height of the water flowing fractured zone by observation through the observation hole;
and accurately determining the development height of the water flowing fractured zone according to the underground horizontal surface flow field diagram and the underground water vertical monitoring data.
8. The utility model provides an underground water migration law monitoring devices which characterized in that, the device includes:
the plane monitoring module is used for carrying out plane monitoring on the underground water of the area to be monitored to obtain an underground horizontal surface flow field diagram;
a location determination module configured to determine a location of at least one probe hole on a water flowing fractured zone from the ground water plane flow field map;
the vertical monitoring module is configured to vertically monitor the underground water according to the position of the exploration hole and determine the development height of the water flowing fractured zone and a vertical migration rule of the underground water;
the determining module is configured to determine a groundwater migration rule according to the subsurface horizontal surface flow field diagram, the groundwater vertical migration rule and the development height of the water flowing fractured zone.
9. An electronic device comprising a memory, a processor and a computer program stored on the memory and executable on the processor, characterized in that the processor implements the method according to any of claims 1 to 7 when executing the program.
10. A non-transitory computer readable storage medium storing computer instructions for causing a computer to perform the method of any one of claims 1 to 7.
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