CN207081637U - A kind of individual well injects tracer experiment sunykatuib analysis system of drawing water - Google Patents

A kind of individual well injects tracer experiment sunykatuib analysis system of drawing water Download PDF

Info

Publication number
CN207081637U
CN207081637U CN201721051982.2U CN201721051982U CN207081637U CN 207081637 U CN207081637 U CN 207081637U CN 201721051982 U CN201721051982 U CN 201721051982U CN 207081637 U CN207081637 U CN 207081637U
Authority
CN
China
Prior art keywords
water
mentioned
tracer
sunykatuib analysis
aquifer
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.)
Expired - Fee Related
Application number
CN201721051982.2U
Other languages
Chinese (zh)
Inventor
唐仲华
王全荣
吴百
吴百一
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 University of Geosciences
Original Assignee
China University of Geosciences
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 University of Geosciences filed Critical China University of Geosciences
Priority to CN201721051982.2U priority Critical patent/CN207081637U/en
Application granted granted Critical
Publication of CN207081637U publication Critical patent/CN207081637U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

It the utility model is related to individual well and inject tracer experiment sunykatuib analysis system of drawing water, including well body, geology water-bearing layer analog module, overflow mechanism, distilled water tank, tracer case, drawing liquid storage box and back-end data processing and sunykatuib analysis terminal;There is interconnected water aquifer and stabilization area in the analog module of geology water-bearing layer, fill full aqueous medium and current stabilization medium in water aquifer and stabilization area respectively;Well body and overflow mechanism connect with water aquifer and stabilization area respectively;There is feed tube and drain pipe, distilled water tank and tracer case are connected by pipeline with feed tube respectively in well body;The one end of drain pipe away from well body connects with drawing liquid storage box;Multilayer liquid concentration sensor is evenly equipped with water aquifer, every layer of strength of fluid sensor is provided with multiple;Strength of fluid sensor is electrically connected back-end data processing and sunykatuib analysis terminal.Advantage:Apparatus structure is simple, easy to operate, can in high precision, the high-frequency single well reinjection that carries out draws water the test of tracer experiment.

Description

A kind of individual well injects-drawn water tracer experiment sunykatuib analysis system
Technical field
It the utility model is related to a kind of individual well and inject-draw water tracer experiment sunykatuib analysis system.
Background technology
It is important research content in groundwater environment research work to ask for water-bearing layer thermal dispersion and hydrodynamic dispersion coefficient, existing There are test apparatus and method that there is larger limitation.At present, the solute of radial flow is tested using one-dimensional soil column leaching mostly Migration situation, or the solute transfer situation of radial flow is studied using other more complicated experiments, research process Middle consumed cost is higher, and currently without the pumping individual well experimental teaching unit of system.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of individual well and injects-draw water tracer experiment sunykatuib analysis system System, the defects of effectively overcoming prior art.
The technical scheme that the utility model solves above-mentioned technical problem is as follows:A kind of individual well injects-drawn water tracer experiment mould Intend analysis system, including well body, geology water-bearing layer analog module, overflow mechanism, distilled water tank, tracer case, drawing liquid storage box With back-end data processing and sunykatuib analysis terminal;
There is interconnected water aquifer and stabilization area, above-mentioned water aquifer and current stabilization in the analog module of above-mentioned geology water-bearing layer Full aqueous medium and current stabilization medium are separately filled with area;
Above-mentioned well body and overflow mechanism connect with above-mentioned water aquifer and stabilization area respectively;
Have in above-mentioned well body and connect its feed tube and drain pipe, above-mentioned distilled water tank and tracer case passes through pipe respectively Road connects with above-mentioned feed tube;
The one end of above-mentioned drain pipe away from above-mentioned well body connects with above-mentioned drawing liquid storage box;
There is multiple-layer horizontal and spaced detecting strength of fluid information in water aquifer up and down in above-mentioned water aquifer Strength of fluid sensor, every layer of aforesaid liquid concentration sensor is equipped with multiple, and is uniformly distributed in above-mentioned water aquifer;
Aforesaid liquid concentration sensor is electrically connected above-mentioned back-end data processing and sunykatuib analysis terminal, that will gather To strength of fluid information be sent to back-end data processing and sunykatuib analysis terminal carry out Treatment Analysis.
The beneficial effects of the utility model are:Whole device is simple in construction, easy to operate, can in high precision, it is high-frequency Carry out the test and sunykatuib analysis integration of individual well injection-tracer experiment of drawing water.
On the basis of above-mentioned technical proposal, the utility model can also do following improvement.
Further, above-mentioned geology water-bearing layer analog module is made up of stratum simulating boundary case and the baffle plate to set within it, Above-mentioned stratum simulating boundary case vertical cross-section area is gradually reduced from its one end to the other end, and above-mentioned baffle plate is vertically arranged in above-mentioned Close to the position of its one end in the simulating boundary case of stratum, formed between above-mentioned baffle plate and above-mentioned stratum simulating boundary case one end above-mentioned Above-mentioned water aquifer is formed between stabilization area, with the above-mentioned stratum simulating boundary case other end, multiple run through is evenly equipped with above-mentioned baffle plate Its diafiltration hole, above-mentioned water aquifer and stabilization area are connected by multiple above-mentioned diafiltration holes on above-mentioned baffle plate.
Beneficial effect using above-mentioned further scheme is that the geology water-bearing layer analog module is reasonable in design, passes through stabilization area Can play a part of, to liquid current stabilization, making stabilization area inside water pressure be uniformly dispersed, avoid enter into flow into water aquifer in liquid because The uneven situation for influenceing experiment effect of pressure dissipation occurs.
Further, above-mentioned well body is arranged on one end of above-mentioned stratum simulating boundary case, the side wall of above-mentioned well body with above-mentionedly The junction of one end of layer simulating boundary case has multiple osculums being equidistantly spaced apart up and down, and above-mentioned well body contains with above-mentioned Pool is connected by multiple above-mentioned osculums.
Beneficial effect using above-mentioned further scheme is that osculum is evenly distributed, and enables to the full water in water aquifer to be situated between The fully full water of matter simultaneously shortens the cycle of full water.
Further, above-mentioned overflow mechanism includes pond, and the position on above-mentioned basin side wall close to its upper end is provided with overfall, Above-mentioned basin bottom is respectively equipped with the water inlet pipe and outlet pipe communicated therewith, the one end of above-mentioned outlet pipe away from above-mentioned pond with it is upper Stabilization area connection is stated, there is check (non-return) valve on above-mentioned water inlet pipe.
Beneficial effect using above-mentioned further scheme is that overflow mechanism is simple in construction, is easy to simulate mould to geology water-bearing layer Injection water body is so as to water of satisfying to full aqueous medium in block.
Further, the above-mentioned stratum simulating boundary case other end between the upper and lower every be provided with multiple sons connected with above-mentioned stabilization area Pipeline, each above-mentioned sub- pipeline connect with the one end of above-mentioned outlet pipe away from above-mentioned pond.
Beneficial effect using above-mentioned further scheme is that the design ensures that the water body in stabilization area flows to water aquifer It is even.
Further, in addition to lifting platform, above-mentioned pond are arranged on above-mentioned lifting platform, and above-mentioned lifting platform is above-mentioned to adjust The level height in pond.
Balancing tank is easy for relative to geology water-bearing layer analog module using the beneficial effect of above-mentioned further scheme Water level height.
Further, connection is provided with water injecting pump and the first valve on above-mentioned feed tube, connects to be provided with above-mentioned drain pipe and draws water Pump and the 4th valve.
It is easy for injecting appropriate hydraulic pressure into water aquifer by water injecting pump using the beneficial effect of above-mentioned further scheme Distilled water or tracer, meanwhile, water body that can be in the extraction geology water-bearing layer analog module of big flow by suction pump, in addition, It can be easy to control water filling and the state drawn water and flow respectively by conceiving valve and the 4th valve.
Further, the one end of above-mentioned feed tube away from well body is provided with threeway, one of interface of above-mentioned threeway with it is above-mentioned One end connection of the feed tube away from well body, two other interface are connected by bye-pass and above-mentioned distilled water tank and tracer case respectively Logical, the above-mentioned bye-pass connected with above-mentioned distilled water tank is provided with the second valve, the above-mentioned branch pipe connected with above-mentioned tracer case Road is provided with the 3rd valve.
Beneficial effect using above-mentioned further scheme be the design be beneficial to distilled water tank and tracer case respectively with feed liquor The connection of pipe.
Further, above-mentioned back-end data processing and sunykatuib analysis terminal include data acquisition unit and computer, above-mentioned data Collector electrically connects with above computer, and multiple liquid electric conductivity sensors in above-mentioned water aquifer are electrically connected above-mentioned data Collector, above-mentioned data acquisition unit is to the conductance that collects multiple liquid electric conductivity sensors in above-mentioned water aquifer respectively Rate information is sent to computer and carries out Treatment Analysis.
Beneficial effect using above-mentioned further scheme is that back-end data processing and sunykatuib analysis Terminal Design are simple, is easy to The Treatment Analysis of gathered data and data.
Further, the liquid being connected with above-mentioned data acquisition unit is provided with one end mouth of pipe of the above-mentioned drain pipe away from above-mentioned well body Concentration sensors, the strength of fluid sensor is gathering the strength of fluid information at the drain pipe mouth of pipe and be sent to computer Carry out Treatment Analysis.
Beneficial effect using above-mentioned further scheme is that the design can intuitively detect liquid at the drain pipe mouth of pipe Concentration (concentration containing tracer).
Brief description of the drawings
Fig. 1 is the structural representation that individual well of the present utility model injects-drawn water tracer experiment sunykatuib analysis system.
In accompanying drawing, the list of parts representated by each label is as follows:
1st, well body, 2, geology water-bearing layer analog module, 3, overflow mechanism, 4, distilled water tank, 5, tracer case, 6, drawing liquid deposits Storage tank, 7, lifting platform, 11, feed tube, 12, drain pipe, 21, water aquifer, 22, stabilization area, 23, stratum simulating boundary case, 24, gear Plate, 25, sub- pipeline, 31, pond, 32, overfall, 33, water inlet pipe, 34, outlet pipe, 111, water injecting pump, the 112, first valve, 113rd, the second valve, the 114, the 3rd valve, 121, suction pump, the 122, the 4th valve.
Embodiment
Principle of the present utility model and feature are described below in conjunction with accompanying drawing, example is served only for explaining this practicality It is new, it is not intended to limit the scope of the utility model.
Embodiment:As shown in figure 1, the individual well of the present embodiment, which injects-drawn water tracer experiment sunykatuib analysis system, includes well body 1st, geology water-bearing layer analog module 2, overflow mechanism 3, distilled water tank 4, tracer case 5, drawing liquid storage box 6 and back-end data processing And sunykatuib analysis terminal;
There is interconnected water aquifer 21 and stabilization area 22, above-mentioned water aquifer in above-mentioned geology water-bearing layer analog module 2 21 and stabilization area 22 in be separately filled with full aqueous medium and current stabilization medium;
Above-mentioned well body 1 and overflow mechanism 3 connect with above-mentioned water aquifer 21 and stabilization area 22 respectively;
Have in above-mentioned well body 1 and connect its feed tube 11 and drain pipe 12, above-mentioned distilled water tank 4 and tracer case 5 divide Do not connected by pipeline with above-mentioned feed tube 11;
The one end of above-mentioned drain pipe 12 away from above-mentioned well body 1 connects with above-mentioned drawing liquid storage box 6;
There is in above-mentioned water aquifer 21 multiple-layer horizontal and spaced detecting conductance of liquid in water aquifer 21 up and down The liquid electric conductivity sensor of rate, every layer of aforesaid liquid electrical conductivity sensor are equipped with multiple, and are uniformly distributed in above-mentioned water aquifer 21 It is interior;
Aforesaid liquid electrical conductivity sensor is electrically connected above-mentioned back-end data processing and sunykatuib analysis terminal, that will gather To electrical conductivity information be sent to back-end data processing and sunykatuib analysis terminal carries out Treatment Analysis, and use method for numerical simulation Be tired of and ask dispersion coefficient and simulation predicting analysis.
Experimentation is as follows:
The first step, each liquid electric conductivity sensor is proofreaded, whole experimental provision is connected, checks whether leak, if not leaking Water continues to test in next step, if leak, leakage area is repaired, until the no longer leak of each position of whole experimental provision;
Second step, adjust overflow mechanism 3 water level height (water level height actually when overflow mechanism contain relative to geology The water level height of water layer analog module, it is ensured that the level height of the minimum level inside overflow mechanism is higher than geology water-bearing layer mould Intend the level height of the highest liquid level of inside modules), into stabilization area 22 importing water by overflow mechanism, (water can be common Water body or distilled water), the full aqueous medium progressively penetrated into water aquifer 21 through the current stabilization medium in stabilization area 22 after current stabilization It is interior, and make the fully full water of full aqueous medium, it is necessary to what, during water of satisfying, it is necessary to by the height of overflow mechanism 3 progressively on Rise, can uniformly satisfy water so that aqueous medium of satisfying is bottom-up, adjust the amplitude of height of overflow mechanism 3 every time no more than 3cm, water time of satisfying can not be less than 2 hours;
3rd step, after water of satisfying, the distilled water of storage in distilled water tank 4 is entered under suitable pressure condition by well body 1 Pressure-bearing cleaning (specially cleaning full aqueous medium pore media) is carried out in water aquifer 21 to the full aqueous medium in water aquifer 21, it is aqueous Original continuous seepage flow of water body enters stabilization area 22 in area 21, through entering in overflow mechanism 3 after steady flow condition in stabilization area 22, And constantly overflowed from overfall, in the process, the water body in water aquifer 21 is carried out by multiple liquid electric conductivity sensors The detection of electrical conductivity is simultaneously sent to back-end data processing and sunykatuib analysis terminal, until multiple liquid electric conductivity sensors detect Liquid electric conductivity it is consistent with the electrical conductivity of distilled water untill (electrical conductivity of the distilled water be pre-conditioned to back-end data processing and Shown in sunykatuib analysis terminal, be easy to experimenter intuitively to be compared with the water body electrical conductivity measured in water aquifer 21 Compared with), stop injection distilled water;
4th step, the tracer (being equal to pollution liquid) in tracer case 5 is entered under suitable pressure condition through well body 1 and contained Make its disperse certain time in water aquifer 21 in pool 21, it should be noted that in the process, it is necessary to assure tracer Injection length is less than tracer and permeates into the time up to stabilization area 22, stops injection tracer;
5th step, the water body in water aquifer 21 is extracted to drawing liquid storage box 6 by drain pipe 12, in the process, Overflow mechanism 3 injects clean water body (light water or distilled water) constantly by stabilization area 22 into water aquifer 21, until extract Strength of fluid is consistent with the water body concentration after full water, stops experiment;
6th step, cleaning experiment device.
Special instruction be:In order to reduce the error during experimental implementation, it is necessary to same group of experiment material (tracer Agent, full aqueous medium and current stabilization medium) by the operation 3~5 times of above-mentioned experimental procedure repeatability, then take the average value conduct measured Final result.
In above-mentioned experiment, full aqueous medium selects the grains of sand, and current stabilization medium is from the grains of sand and the mixture of blinding.
What deserves to be explained is the main purpose of above-mentioned stabilization area 22 is the stable smoothness for controlling water body in it, so as to Reduce in experimentation, influence of the water volume flow rate to experimental result.
Preferably, above-mentioned geology water-bearing layer analog module 2 is by stratum simulating boundary case 23 and the baffle plate 24 to set within it Composition, the above-mentioned vertical cross-section area of stratum simulating boundary case 23 are gradually reduced from its one end to the other end, and above-mentioned baffle plate 24 is vertical It is arranged in above-mentioned stratum simulating boundary case 23 close to the position of its one end, above-mentioned baffle plate 24 and above-mentioned stratum simulating boundary case 23 Above-mentioned stabilization area 22 is formed between one end, above-mentioned water aquifer 21 is formed between the above-mentioned other end of stratum simulating boundary case 23, on State and multiple diafiltration holes through it are evenly equipped with baffle plate 24, above-mentioned water aquifer 21 and stabilization area 22 pass through more on above-mentioned baffle plate 24 Individual above-mentioned diafiltration hole connection, the design cause tracer when by the disperse into water aquifer 21 of well body 1, can comprehensively cover Most positions at the water aquifer other end to stabilization area 22, ensure the accurate of experimental result, above-mentioned 24 any side of baffle plate Also there is screen pack, it is ensured that the mixture of sand or sand and rubble does not pass through, and makes full in water aquifer 21 and stabilization area 22 Aqueous medium and current stabilization medium it is pure.
Preferably, above-mentioned well body 1 is arranged on one end of above-mentioned stratum simulating boundary case 23, the side wall of above-mentioned well body 1 with it is upper Stating the junction of one end of stratum simulating boundary case 23 has multiple osculums being equidistantly spaced apart up and down, above-mentioned well body 1 Connected with above-mentioned water aquifer 21 by multiple above-mentioned osculums, the osculum is uniformly distributed so that the water body in injection well body 1 Or tracer can be uniform, that is, the stabilization of flow velocity in well body 1 is to ensure that, and make it that the flow rate of liquid in well body 1 will not be too Influence Transport of the tracer finally in water aquifer 21 soon.
Above-mentioned stratum simulating boundary case 23 can be closed box (sliceable group of the closed box of cross section for sector Into its top can dismantle as needed), wherein well body 1 is arranged on fan-shaped close to one end of circle centre position, above-mentioned stratum simulation side Boundary's case 23 can be open setting close to one end of circle centre position, but must be to be tightly connected with the side wall of well body 1, in order to well body 1 Osculum in side wall can be connected directly with the inside of water aquifer 21.
Preferably, above-mentioned overflow mechanism 3 includes pond 31, being provided with and overflowing close to the position of its upper end in the above-mentioned side wall of pond 31 Head piece 32, the above-mentioned bottom of pond 31 are respectively equipped with the water inlet pipe 33 and outlet pipe 34 communicated therewith, and above-mentioned outlet pipe 34 is away from upper The one end for stating pond 31 connects with above-mentioned stabilization area 22, has check (non-return) valve on above-mentioned water inlet pipe 33, full in water aquifer 21 When aqueous medium carries out full water, the external suitable pressure water source of water inlet pipe 33, water source is entered inside pond 31 by water inlet pipe 33, then passes through water outlet Pipe 34 enters steady flow condition in stabilization area 22 and gradually stretches into water aquifer 21 the full water for carrying out full aqueous medium, a need during this The height in pond 31 is adjusted, it is ensured that the bottom level in pond 31 is highly higher than the top water level of stratum simulating boundary case 23 Height, when pressure-bearing cleans in water aquifer 21 pore media in aqueous medium of satisfying, original water body is gradual in water aquifer 21 Penetrate into stabilization area 22, and entered by outlet pipe 34 in pond 31, finally overflowed by overfall 32, until in water aquifer 21 The electrical conductivity of water body is consistent with the electrical conductivity of distilled water (be exactly water body be entirely distilled water) in water aquifer 21, whole overflow Device 3 is simple in construction, reasonable in design, easy to use.
Optionally, whole device can also set a header tank, and the header tank can be respectively communicated with the water inlet of overflow mechanism 3 Pipe 33 and outlet pipe 34, so that water body being capable of recycling.
Preferably, the above-mentioned other end of stratum simulating boundary case 23 between the upper and lower every be provided with and multiple connected with above-mentioned stabilization area 22 Sub- pipeline 25, each above-mentioned sub- pipeline 25 connects with the one end of above-mentioned outlet pipe 34 away from above-mentioned pond 31, the sub- pipeline About 25 are uniformly distributed so that the water volume flow rate discharged by sub- pipeline 25 is moderate, and the water volume flow rate in well body 1 will not be caused too fast Situation.
It should be strongly noted that above-mentioned well body 1 is relative to inferior on the opposite side of installation stratum simulating boundary case 23 Connection away from interval is provided with horizontally disposed branch pipe, and all branch pipes connect with a supervisor being vertically arranged, above-mentioned feed liquor Pipe 11 and drain pipe 12 are connected and connected with the supervisor respectively, the purpose for the arrangement is that ensuring the either water filling into well body 1 (liquid) or draw water (liquid) can ensure in well body 1 that flow rate of liquid is stable (being of moderate size), it is ensured that flow rate of liquid is to showing in well body 1 Influenceed caused by disperse of the track agent in water aquifer 21 relatively low so that can be ignored.
Also include lifting platform 7, above-mentioned pond 31 is arranged on above-mentioned lifting platform 7, and above-mentioned lifting platform 7 is above-mentioned to adjust The level height in pond 31, it is ensured that pond 31 can easily adjust any height all the time during full water, beneficial to full Water.
Optionally, above-mentioned lifting platform 7 is the glass frame of a circumferential closed direction column, and the inwall of glass frame is between the upper and lower Multiple it should be arranged to place the distance between the support frame in pond 31, two neighboring support frame every being provided with equal intervals Less than or equal to 3cm, during regulation, it is moved to pond 31 is constantly bottom-up from the support frame of lower floor on the support frame on upper strata .
Preferably, connection is provided with the valve 112 of water injecting pump 111 and first on above-mentioned feed tube 11, connect on above-mentioned drain pipe 12 It is logical to be provided with the valve 122 of suction pump 121 and the 4th, distilled water or tracer can be injected easily and fast by water injecting pump 111 Into well body 1, it can be easy to control the disengaging liquid status of feed tube 11 by the first valve 112.
Preferably, the above-mentioned one end of feed tube 11 away from well body 1 is provided with threeway, one of interface of above-mentioned threeway with it is upper One end connection of the feed tube 11 away from well body 1 is stated, two other interface passes through bye-pass and above-mentioned distilled water tank 4 and tracer respectively Agent case 5 connects, and the above-mentioned bye-pass connected with above-mentioned distilled water tank 4 is provided with the second valve 113, connects with above-mentioned tracer case 5 Logical above-mentioned bye-pass is provided with the 3rd valve 114, by threeway can make feed tube 11 and distilled water tank 4 and tracer case 5 it Between connect pipeline arrangement it is fairly simple understand, meanwhile, pass through the 114 conveniently adjusted distillation of the second valve 113 and the 3rd valve The injection state of water or tracer (is just on or off the second valve 113 or the 3rd valve 114 and regulation steaming can be achieved The injection state of distilled water or tracer), individually carried out beneficial to distilled water injection or tracer injection.
Preferably, above-mentioned back-end data processing and sunykatuib analysis terminal include data acquisition unit and computer, above-mentioned data Collector electrically connects with above computer, and multiple liquid electric conductivity sensors in above-mentioned water aquifer 21 are electrically connected above-mentioned number According to collector, above-mentioned data acquisition unit is multiple liquid electric conductivity sensors in above-mentioned water aquifer 21 to be collected respectively Electrical conductivity information be sent to computer carry out Treatment Analysis, the back-end data processing and sunykatuib analysis terminal it is fairly simple, lead to After crossing the water body electrical conductivity information that data acquisition unit collection conductivity sensor is sent, fast send to computer carries out data Processing and analysis.
It is connected preferably, being provided with one end mouth of pipe of the above-mentioned drain pipe 12 away from above-mentioned well body 1 with above-mentioned data acquisition unit Strength of fluid sensor, the strength of fluid sensor is gathering the strength of fluid information at the mouth of pipe of drain pipe 12 and be sent to Computer carries out Treatment Analysis, and the water aquifer extracted out at drain pipe 12 can be very easily detected by the strength of fluid sensor The strength of fluid situation of water body in 21 after tracer disperse, beneficial to the progress of experiment.
Illustrate, all valves may each be the magnetic valve of the model in above-mentioned technical proposal, should also include One controller, all magnetic valves are electrically connected with the controller, and can control the opening and closing of each magnetic valve respectively by controller State, controller noted above directly can communicate (electrical connection) with computer, corresponding on computer to have to controller transmission control Make the interface of order, that is to say, that can directly transmit control instruction by computer can control to controller, controller according to instruction The open and-shut mode of arbitrary magnetic valve is made, operation is more convenient.
Preferred embodiment of the present utility model is the foregoing is only, it is all in this practicality not to limit the utility model Within new spirit and principle, any modification, equivalent substitution and improvements made etc., guarantor of the present utility model should be included in Within the scope of shield.

Claims (10)

1. a kind of individual well injects-drawn water tracer experiment sunykatuib analysis system, it is characterised in that:Including well body (1), geology water-bearing layer Analog module (2), overflow mechanism (3), distilled water tank (4), tracer case (5), drawing liquid storage box (6) and back-end data processing and Sunykatuib analysis terminal;
There is interconnected water aquifer (21) and stabilization area (22) in geology water-bearing layer analog module (2), it is described aqueous Full aqueous medium and current stabilization medium are separately filled with area (21) and stabilization area (22);
The well body (1) and overflow mechanism (3) connect with the water aquifer (21) and stabilization area (22) respectively;
Have on the well body (1) and connect its feed tube (11) and drain pipe (12), the distilled water tank (4) and tracer case (5) connected respectively by pipeline with the feed tube (11);
The one end of the drain pipe (12) away from the well body (1) connects with the drawing liquid storage box (6);
There is in the water aquifer (21) multiple-layer horizontal and spaced detecting water aquifer (21) interior conductance of liquid up and down The liquid electric conductivity sensor of rate, every layer of liquid electric conductivity sensor are equipped with multiple, and are uniformly distributed in the water aquifer (21) in;
The liquid electric conductivity sensor is electrically connected back-end data processing and sunykatuib analysis terminal, that will collect Electrical conductivity information is sent to back-end data processing and sunykatuib analysis terminal carries out Treatment Analysis.
2. a kind of individual well according to claim 1 injects-drawn water tracer experiment sunykatuib analysis system, it is characterised in that:Institute State geology water-bearing layer analog module (2) to be made up of stratum simulating boundary case (23) and the baffle plate (24) to set within it, describedly Layer simulating boundary case (23) vertical cross-section area is gradually reduced from its one end to the other end, and the baffle plate (24) is vertically arranged in institute State in stratum simulating boundary case (23) close to the position of its one end, the baffle plate (24) and the stratum simulating boundary case (23) one The stabilization area (22) is formed between end, the water aquifer is formed between stratum simulating boundary case (23) other end (21) multiple diafiltration holes through it, are evenly equipped with the baffle plate (24), the water aquifer (21) and stabilization area (22) pass through institute State multiple diafiltration hole connections on baffle plate (24).
3. a kind of individual well according to claim 2 injects-drawn water tracer experiment sunykatuib analysis system, it is characterised in that:Institute State one end that well body (1) is arranged on the stratum simulating boundary case (23), side wall and the stratum simulation side of the well body (1) The junction of one end of boundary's case (23) has multiple osculums being equidistantly spaced apart up and down, and the well body (1) contains with described Pool (21) is connected by multiple osculums.
4. a kind of individual well according to claim 2 injects-drawn water tracer experiment sunykatuib analysis system, it is characterised in that:Institute Stating overflow mechanism (3) includes pond (31), and the position in pond (31) side wall close to its upper end is provided with overfall (32), institute State pond (31) bottom and be respectively equipped with the water inlet pipe (33) and outlet pipe (34) communicated therewith, the outlet pipe (34) is away from described The one end in pond (31) connects with the stabilization area (22), has check (non-return) valve on the water inlet pipe (33).
5. a kind of individual well according to claim 4 injects-drawn water tracer experiment sunykatuib analysis system, it is characterised in that:Institute State stratum simulating boundary case (23) other end between the upper and lower every be provided with multiple sub- pipelines (25) connected with the stabilization area (22), Each sub- pipeline (25) connects with the one end of the outlet pipe (33) away from the pond (31).
6. a kind of individual well according to claim 4 or 5 injects-drawn water tracer experiment sunykatuib analysis system, it is characterised in that: Also include lifting platform (7), the pond (31) is arranged on the lifting platform (7), and the lifting platform (7) is adjusting the water The level height in pond (31).
7. a kind of individual well according to any one of claim 1 to 5 injects-drawn water tracer experiment sunykatuib analysis system, it is special Sign is:Connection is provided with water injecting pump (111) and the first valve (112) on the feed tube (11), connects on the drain pipe (12) It is logical to be provided with suction pump (121) and the 4th valve (122).
8. a kind of individual well according to claim 7 injects-drawn water tracer experiment sunykatuib analysis system, it is characterised in that:Institute State the one end of feed tube (11) away from well body (1) and be provided with threeway, one of interface and the feed tube (11) of the threeway One end away from well body (1) connects, and two other interface passes through bye-pass and the distilled water tank (4) and tracer case respectively (5) connect, the bye-pass connected with the distilled water tank (4) is provided with the second valve (113), with the tracer case (5) bye-pass of connection is provided with the 3rd valve (114).
9. a kind of individual well according to any one of claim 1 to 5 injects-drawn water tracer experiment sunykatuib analysis system, it is special Sign is:Back-end data processing and sunykatuib analysis terminal include data acquisition unit and computer, the data acquisition unit and The calculating mechatronics, multiple liquid electric conductivity sensors in the water aquifer (21) are electrically connected the data acquisition Device, the data acquisition unit is to the conductance that collects multiple liquid electric conductivity sensors in the water aquifer (21) respectively Rate information is sent to computer and carries out Treatment Analysis.
10. a kind of individual well according to claim 9 injects-drawn water tracer experiment sunykatuib analysis system, it is characterised in that:Institute State the strength of fluid sensing for being provided with one end mouth of pipe of the drain pipe (12) away from the well body (1) and being connected with the data acquisition unit Device, the strength of fluid sensor is gathering the strength of fluid information at drain pipe (12) mouth of pipe and be sent at computer Reason analysis.
CN201721051982.2U 2017-08-22 2017-08-22 A kind of individual well injects tracer experiment sunykatuib analysis system of drawing water Expired - Fee Related CN207081637U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721051982.2U CN207081637U (en) 2017-08-22 2017-08-22 A kind of individual well injects tracer experiment sunykatuib analysis system of drawing water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721051982.2U CN207081637U (en) 2017-08-22 2017-08-22 A kind of individual well injects tracer experiment sunykatuib analysis system of drawing water

Publications (1)

Publication Number Publication Date
CN207081637U true CN207081637U (en) 2018-03-09

Family

ID=61420601

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721051982.2U Expired - Fee Related CN207081637U (en) 2017-08-22 2017-08-22 A kind of individual well injects tracer experiment sunykatuib analysis system of drawing water

Country Status (1)

Country Link
CN (1) CN207081637U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107462497A (en) * 2017-08-22 2017-12-12 中国地质大学(武汉) A kind of individual well injects tracer experiment sunykatuib analysis system of drawing water
CN110376101A (en) * 2019-08-26 2019-10-25 中国地质科学院岩溶地质研究所 The device that solute is influenced to Medium Diffusion in a kind of simulation pipeline

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107462497A (en) * 2017-08-22 2017-12-12 中国地质大学(武汉) A kind of individual well injects tracer experiment sunykatuib analysis system of drawing water
CN107462497B (en) * 2017-08-22 2024-05-10 中国地质大学(武汉) Single well injection-water pumping tracing experiment simulation analysis system
CN110376101A (en) * 2019-08-26 2019-10-25 中国地质科学院岩溶地质研究所 The device that solute is influenced to Medium Diffusion in a kind of simulation pipeline
CN110376101B (en) * 2019-08-26 2024-03-01 中国地质科学院岩溶地质研究所 Device for simulating diffusion influence of solute in pipeline to medium

Similar Documents

Publication Publication Date Title
CN107462497A (en) A kind of individual well injects tracer experiment sunykatuib analysis system of drawing water
CN102520131B (en) Multi-layered aquifer underground flow system-based underground water pollution simulator
CN202041444U (en) Underground pollution simulation device for detecting three-dimensional hydrodynamic diffusion coefficient
CN105334309B (en) A kind of heavy metal-polluted soil Transport And Transformation simulator
CN204228377U (en) A kind of multifunction experiment apparatus of hydrogeological parameter synthesis measuring
CN204116337U (en) A kind of native fish device of contaminant transportation simulation
CN110681685A (en) Polluted site soil-underground water integrated simulation restoration device and method
CN205103245U (en) Soil heavy metal migration conversion analogue means
CN105544494B (en) A kind of controllable temperature washes the method mended salt soil experimental rig and its test soil sample
CN107358858B (en) Coal bed biological gas reservoir process simulation device and experimental method
CN108732331A (en) A kind of device tested with the soil water, vapour, heat, salt simultaneous transport for unsaturation
CN204594844U (en) Polluter is migrated analogue means in parallel
CN106781962B (en) A kind of heterogeneous isotropic aquifer seepage action of ground water rule simulation test device
CN105277476A (en) Soil pollutant vertical migration simulator
CN207081637U (en) A kind of individual well injects tracer experiment sunykatuib analysis system of drawing water
CN103215911B (en) Device and method for simulating closed water drainage and salt elimination transfusion field and salinity change
CN210995782U (en) Contaminated site soil-groundwater integral type simulation prosthetic devices
CN204064859U (en) Soil pollutant vertical migration analogue means
CN210720067U (en) Rotatable serial-type earth pillar test device
CN113882837B (en) Water cone morphological simulation and water control viscosity reduction experimental device and method for bottom water heavy oil reservoir horizontal well
CN205591900U (en) Dull and stereotyped sand -packed model seepage flow experimental system
CN208350564U (en) Sand tank device capable of finely depicting migration and conversion of pollutants in aquifer
CN203324268U (en) Earth pillar infiltration and leaching simulator
CN206532507U (en) A kind of heterogeneous isotropic aquifer seepage action of ground water rule simulation testing instrument
CN105385588B (en) Biological flora Migration Simulation experimental provision and method in coal

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180309

Termination date: 20180822