CN101350147A - Local and area interstitial flow demonstration instrument for ground water - Google Patents
Local and area interstitial flow demonstration instrument for ground water Download PDFInfo
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- CN101350147A CN101350147A CNA2008100459252A CN200810045925A CN101350147A CN 101350147 A CN101350147 A CN 101350147A CN A2008100459252 A CNA2008100459252 A CN A2008100459252A CN 200810045925 A CN200810045925 A CN 200810045925A CN 101350147 A CN101350147 A CN 101350147A
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- seepage
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- flow
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Abstract
The invention relates to a groundwater local and regional seepage demonstration instrument, which comprises a demonstration screen and a box body of a water insulation bottom plate, wherein a seepage plate which is located in the box body is parallel to the demonstration screen, a narrow slit seepage demonstration area is formed between demonstration screen, the water insulation bottom plate and the seepage plate, the two sides of the demonstration screen on the position which corresponds to the seepage plate are respectively equipped with a simulated underground chamber and a regional seepage drainage hole, an underground chamber drainage pipe whose one end is connected with the simulated underground chamber is equipped with an underground chamber drainage control valve, one end of a regional drainage pipe is connected with the regional seepage drainage hole, a clean water seepage box and a tracer agent seepage box are arranged on the narrow slit seepage demonstration area in the box body, and the clean water seepage box and the tracer agent seepage box are respectively communicated with the narrow slit seepage demonstration area through a plurality of seepage holes which are arranged on the seepage plate. When the demonstration instrument works, regional seepage can be solely displayed, or the phenomenon that the regional seepage and local seepage are iterated is displayed at the same time, related research is done, the range of groundwater drop funnel which is formed by the local seepage and the size of the water inflow of the underground chamber are predicted, and beginners are also helped to recognize.
Description
Technical field:
The present invention is local relevant with area interstitial flow demonstration instrument with underground water.
Background technology:
The most typical structure of underground water zone seepage flow motion state is the strong mountain area of landform cutting, underground water is supply source with the atmospheric precipitation, the supply water-bearing zone permeates the ground, underground water slowly moves to low-water level from high water stage, drain at locality cutting minimum river or cheuch at last, be cut to below the water table as inferior one-level cheuch, large-scale especially in the last few years fundamental construction, when the underground chamber of human engineering excavation (as the underground power house in power station, railway, the excavation in highway flint road) when entering the water-bearing zone, underground water in the certain limit will be drained by hand excavation's chamber, form new groundwater flow and excretion pathway, the particularly phreatic flow direction and original regional direction of groundwater flow are different fully, and this situation is phreatic local seepage flow; The generation of local seepage flow causes groundwater table decreasing; Form underground water and fall a funnel, cause surface well, spring to dry up the leakage of reservoir etc.Original groundwater environment is brought adverse effect.Can cause surface collapse, the gushing water of underground chamber when serious.Because point of release position and strength difference spatially form the state that shallow-layer local circulation and deep regions water cycle are repeatedly put.Local and the area interstitial flow situation of underground water is understood in people's digital simulations commonly used or hydroelectric analoguesi-mulation, the cost height, and not directly perceived.
Summary of the invention:
The objective of the invention is in order to provide more than one to state two cover water circulation systems is simulated object, during work, can represent area interstitial flow separately, or represent the phenomenon that area interstitial flow and local seepage flow are repeatedly put simultaneously, carry out correlative study, predict that the scope of a funnel and the size of underground chamber water yield fall in the underground water that local seepage flow forms, also can help the beginner to be familiar with and to understand the underground water part and the area interstitial flow demonstration instrument of the ABC of underground water part and area interstitial flow.
The object of the present invention is achieved like this:
Underground water of the present invention part and area interstitial flow demonstration instrument, include the casing of demonstration screen and water proof base plate, be positioned at casing parallel with demonstration screen and and demonstration screen and water proof base plate between form the seepage flow plate in narrow slit groove interstitial flow demonstration district, the width in narrow slit groove interstitial flow demonstration district is 0.5～2mm, on one side of the position of demonstration screen the simulation chamber is being arranged relatively on the seepage flow plate, on the another side of the position of demonstration screen the area interstitial flow osculum is being arranged relatively on the seepage flow plate, on one end and the chamber drainpipe that is connected of simulation chamber the chamber draining control valve is housed, zone drainpipe one end is connected with the area interstitial flow osculum, in casing, be positioned at place, narrow slit groove interstitial flow demonstration district clear water infiltration case is arranged, tracer agent infiltration case, on the seepage flow plate, have and some clear water is permeated case, the seepage flow hole that tracer agent infiltration case communicates with narrow slit groove interstitial flow demonstration district respectively, clear water service tank and tracer agent service tank are equipped with in casing top, the tracer agent pipe that supplies of the clear water feed pipe of the band clear water flow variable valve that is communicated with clear water service tank and tracer agent service tank respectively and band tracer agent variable valve provides clear water to clear water infiltration case and tracer agent infiltration case respectively, tracer agent, provide experimental water by clear water infiltration case that is arranged at top, interstitial flow demonstration district and tracer agent infiltration case, the vertical recharge of phreatic water of simulation atmospheric precipitation, by the minimum erosion basis of regional osculum simulated domain---the river that is arranged on the seepage flow plate, be the phreatic regional point of release, by the simulation chamber that is arranged on the narrow slit groove seepage flow plate, be the phreatic local point of release, come the simulated flow trace with tracer agent, by each pipeline, each flowrate control valve, composition flow control system such as viewport and be that area interstitial flow or local and area interstitial flow represent simultaneously by this system may command interstitial flow demonstration district.
The cross sectional shape in above-mentioned narrow slit groove interstitial flow demonstration district is a rectangle.
The width in above-mentioned narrow slit groove interstitial flow demonstration district is 1mm.
The flow viewport is arranged, the tracer agent viewport on the above-mentioned casing.
On above-mentioned clear water feed pipe and the confession tracer agent pipe flow observation drop bottle is housed respectively.
Above-mentioned chamber draining control valve is contained on the casing, and is easy to operate.
The freeing port of above-mentioned regional drainpipe is lower than the height of tracer agent in clear water infiltration case middle water level and the tracer agent infiltration case, produces seepage flow under the effect of water-head.
Phreatic motion can not observe directly, need to understand by theoretical derivation and analysis, when the local seepage flow of underground water shallow-layer and deep regions seepage flow exist simultaneously, give theoretical derivation and analyze and bring very big difficulty, the beginner is beyonded one's depth.Demonstrator of the present invention is in order to represent the seepage flow feature that shallow-layer partial water circulation and deep regions water cycle are repeatedly put, and the simulation section is positioned a vertical hydrogeologic section along groundwater flow direction unanimity.Demonstrate the state that simulation just can clearly represent local seepage flow of shallow ground water and deep phreatic water area interstitial flow by the present invention, can be by the current trace that presents in interstitial flow demonstration district, the head line that waits of seepage field draws, and then draw drift net, the utilization drift net is analyzed phreatic water stream characteristics of seepage field and motion key element.
If the on-the-spot in the open air correlation parameter of obtaining the water-bearing zone, according to the principle of analog simulation, analogue formation, the size of prediction hand excavation chamber water yield, the scope (the drainage scope of shallow ground water) of a funnel etc. falls in the underground water that may form, to solve the relevant issues in the production practices.
The student can be familiar with at the local seepage flow of areal underground water and has the state of repeatedly putting mutually simultaneously by experiment, can learn to utilize narrow slit channel mould type, and the experiment of development and Design is for the problem that solves in the production practices is laid good basis.
Description of drawings:
Fig. 1 is a structural representation of the present invention.
Fig. 2 is that the A of Fig. 1 is to view.
Fig. 3 is that the B of Fig. 2 is to view.
Fig. 4 is the C-C cut-open view of Fig. 3.
Fig. 5 is the D portion enlarged drawing of Fig. 4.
Fig. 6 is that the E of Fig. 3 is to view.
Current trace presentation state figure of the present invention when Fig. 7 closes for the chamber draining control valve.
Current trace presentation state figure of the present invention when Fig. 8 opens for the chamber draining control valve.
Embodiment:
Referring to Fig. 1～Fig. 6, underground water of the present invention part and area interstitial flow demonstration instrument, include the casing 3 of demonstration screen 1 and water proof base plate 2, be positioned at casing parallel with the demonstration screen and and demonstration screen and water proof base plate and casing two sides between formation long 110mm, high 180mm, wide δ (as shown in Figure 5) be the seepage flow plate 5 in the narrow rectangular channel groove interstitial flow demonstration district 4 of 1mm.On one side of the position of demonstration screen simulation chamber 6 is being arranged relatively on the seepage flow plate, on the another side of the position of demonstration screen area interstitial flow osculum 7 is being arranged relatively on the seepage flow plate.On one end and the chamber drainpipe 8 that is connected of simulation chamber the chamber draining control valve 9 that is fixed on the casing is housed.Zone drainpipe 10 1 ends are connected with the area interstitial flow osculum.In casing, be positioned at top, narrow slit groove interstitial flow demonstration district clear water infiltration case 11, tracer agent infiltration case 12 are arranged.On the seepage flow plate, have and some clear water is permeated the seepage flow hole 13 that case 11, tracer agent infiltration case 12 communicate with narrow slit groove interstitial flow demonstration district respectively with respect to the position of clear water infiltration case and tracer agent infiltration case.Clear water service tank 14 and tracer agent service tank 15 are equipped with in casing top, and the tracer agent pipe 19 that supplies of the clear water feed pipe 17 of the band clear water flow variable valve 16 that is communicated with clear water service tank and tracer agent service tank respectively and band tracer agent variable valve 18 provides clear water, tracer agent to clear water infiltration case and tracer agent infiltration case respectively.The freeing port 20 of drainpipe is lower than the height of tracer agent in clear water infiltration case middle water level and the tracer agent infiltration case.Water filling port and 21 and annotate tracer agent mouth 22 are relatively being arranged respectively on clear water service tank and the tracer agent service tank on the casing.
As shown in Figure 2, flow viewport 23 is arranged on the casing, tracer agent viewport 24.
As shown in Figure 4, on clear water feed pipe and the confession tracer agent pipe flow observation drop bottle 25 is housed respectively.
As Fig. 1, Fig. 7, shown in Figure 8, being positioned at demonstration screen top at casing has simulation mountain area underground water section Figure 26 directly perceived.
Inject clear water, red tracer agent to clear water service tank and tracer agent service tank respectively by water filling port on the casing and notes tracer agent mouth.To simulate the chamber draining control valve closes, open clear water flow variable valve and tracer agent variable valve clear water and red tracer agent respectively and pass through the clear water feed pipe respectively, the seepage flow hole of clear water infiltration case and confession tracer agent pipe and tracer agent infiltration case and seepage flow plate enters narrow slit groove interstitial flow demonstration district and flows out through regional osculum and regional drainpipe, thereby formed the current trace that on the demonstration screen, manifests as shown in Figure 7, open simulation chamber draining control valve, the wandering water and the tracer agent that enter narrow slit groove interstitial flow demonstration district flow out from simulation chamber drainpipe and regional drainpipe respectively, thereby have formed another current trace that manifests on the demonstration screen as shown in Figure 8.
Claims (7)
1, underground water part and area interstitial flow demonstration instrument, it is characterized in that including the casing of demonstration screen and water proof base plate, be positioned at casing parallel with demonstration screen and and demonstration screen and water proof base plate between form the seepage flow plate in narrow slit groove interstitial flow demonstration district, the width in narrow slit groove interstitial flow demonstration district is 0.5～2mm, on one side of the position of demonstration screen the simulation chamber is being arranged relatively on the seepage flow plate, on the another side of the position of demonstration screen the area interstitial flow osculum is being arranged relatively on the seepage flow plate, on one end and the chamber drainpipe that is connected of simulation chamber the chamber draining control valve is housed, zone drainpipe one end is connected with the area interstitial flow osculum, in casing, be positioned at place, narrow slit groove interstitial flow demonstration district clear water infiltration case is arranged, tracer agent infiltration case, on the seepage flow plate, have and some clear water is permeated case, the seepage flow hole that tracer agent infiltration case communicates with narrow slit groove interstitial flow demonstration district respectively, clear water service tank and tracer agent service tank are equipped with in casing top, and the tracer agent pipe that supplies of the clear water feed pipe of the band clear water flow variable valve that is communicated with clear water service tank and tracer agent service tank respectively and band tracer agent variable valve provides clear water to clear water infiltration case and tracer agent infiltration case respectively, tracer agent.
2, underground water part as claimed in claim 1 and area interstitial flow demonstration instrument is characterized in that the cross sectional shape in narrow slit groove interstitial flow demonstration district is a rectangle.
3, underground water part as claimed in claim 2 and area interstitial flow demonstration instrument is characterized in that the width in narrow slit groove interstitial flow demonstration district is 1mm.
4,, it is characterized in that the flow viewport being arranged, the tracer agent viewport on the casing as one of claim 1～3 described underground water part and area interstitial flow demonstration instrument.
5,, it is characterized in that the clear water feed pipe and observe drop bottle for flow is housed respectively on the tracer agent pipe as one of claim 1～3 described underground water part and area interstitial flow demonstration instrument.
6,, it is characterized in that the chamber draining control valve is contained on the casing as one of claim 1～3 described underground water part and area interstitial flow demonstration instrument.
7,, it is characterized in that the freeing port of regional drainpipe is lower than the height of tracer agent in clear water infiltration case middle water level and the tracer agent infiltration case as one of claim 1～3 described underground water part and area interstitial flow demonstration instrument.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008100459252A CN101350147B (en) | 2008-08-29 | 2008-08-29 | Local and area interstitial flow demonstration instrument for ground water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008100459252A CN101350147B (en) | 2008-08-29 | 2008-08-29 | Local and area interstitial flow demonstration instrument for ground water |
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| Publication Number | Publication Date |
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| CN101350147A true CN101350147A (en) | 2009-01-21 |
| CN101350147B CN101350147B (en) | 2011-01-05 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2008100459252A Expired - Fee Related CN101350147B (en) | 2008-08-29 | 2008-08-29 | Local and area interstitial flow demonstration instrument for ground water |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821183A (en) * | 2012-11-16 | 2014-05-28 | 同济大学 | Testing apparatus for simulating phenomenon and law of soil heave-piping failure |
| CN107610577A (en) * | 2017-09-08 | 2018-01-19 | 西安理工大学 | Hydrologic cycle experimental system for simulating and experimental method |
| CN108896360A (en) * | 2018-05-14 | 2018-11-27 | 璧典附 | A kind of experimental provision of geotechnical engineering and quick prefabricated crack in teaching |
| CN114965962A (en) * | 2022-06-01 | 2022-08-30 | 桂林理工大学 | Visualization method for applying transparent soil technology to composite aquifer structure and evolution thereof |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201307363Y (en) * | 2008-08-29 | 2009-09-09 | 西南交通大学 | Local and regional groundwater seepage demonstrator |
-
2008
- 2008-08-29 CN CN2008100459252A patent/CN101350147B/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103821183A (en) * | 2012-11-16 | 2014-05-28 | 同济大学 | Testing apparatus for simulating phenomenon and law of soil heave-piping failure |
| CN103821183B (en) * | 2012-11-16 | 2016-02-17 | 同济大学 | A kind of soil body of simulating is dashed forward and is gushed the test unit of breakoff phenomenon and rule |
| CN107610577A (en) * | 2017-09-08 | 2018-01-19 | 西安理工大学 | Hydrologic cycle experimental system for simulating and experimental method |
| CN108896360A (en) * | 2018-05-14 | 2018-11-27 | 璧典附 | A kind of experimental provision of geotechnical engineering and quick prefabricated crack in teaching |
| CN114965962A (en) * | 2022-06-01 | 2022-08-30 | 桂林理工大学 | Visualization method for applying transparent soil technology to composite aquifer structure and evolution thereof |
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| Publication number | Publication date |
|---|---|
| CN101350147B (en) | 2011-01-05 |
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Granted publication date: 20110105 Termination date: 20130829 |