CN203338666U - Confined-unconfined aquifer experiment simulation device - Google Patents
Confined-unconfined aquifer experiment simulation device Download PDFInfo
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- CN203338666U CN203338666U CN2013201316089U CN201320131608U CN203338666U CN 203338666 U CN203338666 U CN 203338666U CN 2013201316089 U CN2013201316089 U CN 2013201316089U CN 201320131608 U CN201320131608 U CN 201320131608U CN 203338666 U CN203338666 U CN 203338666U
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Abstract
The utility model discloses a confined-unconfined aquifer experiment simulation device. The main body of the device is a simulation tank which is loaded with sandy soil. Two sides of the simulation tank are respectively connected with an adjustable overflow tank which can control a boundary water level of the simulation tank. The edge of the upper part of the tank body is an organic glass support plate which forms a relatively sealing confined environment along with an overlaying rubber gasket and an organic glass cover plate, and the confined environment is used for the simulation of the changes of an underground water level of the confined aquifer. When the cover plate is removed, the changes of an underground water level of the unconfined aquifer can be simulated. The front and back surfaces of the simulation tank are respectively provided with a plurality of piezometric tube nozzles which are respectively connected with piezometric tubes on a right piezometric plate through rubber hoses, thereby forming an integrated observation system. The simulation device can simulate the changes of the boundary water level, the changes of the underground water level of the unconfined aquifer, and the underground water level of the confined aquifer. By utilizing a drainage hole at the lower part of the simulation tank, the dynamic changes of the water levels of the unconfined and unconfined aquifers under the condition of drainage can be simulated. The simulation device is advantageous by achieving the confined-unconfined aquifer simulation experiment by utilizing the same device.
Description
Technical field
The utility model relates to water geology aspect relevant knowledge, relevant to research confined aquifer and table water aquifer simulated experiment.
Background technology
In zone of saturation, first water had in surperficial water-bearing zone is called diving.Diving does not have the water proof top board, or only has local water proof top board.Water table is pressure-bearing not, usually under Action of Gravity Field by water level the high place local runoff low to water level; And riddle the piestic water between two water proof tops, base plate, due to the impact that is subject to the recharge of ground water and excretion, caused the water-bearing zone water level dynamically to change.For this reason, design comprehensive imitation device a set of rational in infrastructure, simple and convenient, reproduce the two groundwater dynamic, significant.
At present, simulated dive and confined aquifer simulation test device, comparatively single on function, change condition is few.This device is by constantly changing boundary condition, and the control simulation groove internally descends the dynamic change of water flow field, thereby is demonstrated and study final purpose.
The utility model content
The analogue means of the Comprehensive Experiment that order of the present utility model is Confined-Unconfined Aquifer that a kind of rational in infrastructure, simple operation is provided, can demonstrate and study diving and piestic water hydrogeological characteristics, reproduce when boundary condition changes diving and confined aquifer water lever fluctuating rule.
A kind of Confined-Unconfined Aquifer experimental simulation device of the utility model, main body is the simulated slot that sand is housed, the simulated slot both sides all are connected with and can regulate and control overflow groove, there are some pressure measurement pipe nipples on the cell body two sides, meet mouth inner port place and be tied with filamentary webs, by the piezometric tube on rubber tube and pressure measurement plate, join, the cell body top edge is the organic glass back up pad, the organic glass cover plate on it and rubber blanket and top can form the environment of a relative closure pressure-bearing, and one section filter pipe that is tied with filamentary webs is arranged at the simulated slot bottom.
While using the utility model device, can carry out following test:
1. observation diving and piestic water bit line change
Regulate arranged on left and right sides overflow groove height, make the underground water table in test flume keep a flow state, after waiting two trough inner water positions stable, measure each piezometric level and change, and real-time recorded data, the diving water table contour drawn.Place rubber blanket and cover the organic glass cover plate on groove edge, and tighten the screws, by above-mentioned steps, operated, can obtain the piestic water bit line.
2. open groove bottom Draw off valve, test respectively diving and pressure water head variation under this condition
Open Draw off valve, observe respectively, record diving and pressure water head delta data, draw water table contour under this condition.
The utility model has the advantage of: rational in infrastructure, simple and convenient, comprehensive strong, realized utilizing same device to complete the requirement of pressure-bearing and table water aquifer simulation test.
The accompanying drawing explanation
Fig. 1 is a kind of Confined-Unconfined Aquifer experimental simulation device of the utility model structural representation, the left view that Fig. 2 is Fig. 1.
Mark: 1-return pipe; The 2-water inlet pipe; The 3-feed pipe; The 4-run-down pipe; The 5-water-level regulator; The 6-nut; The journal stirrup with nut that 7-is connected with the water level groove; 8-water level groove; The 9-overflow groove; The 10-supply flume; The 11-handle; The 12-screw rod; The threaded bearing of 13-; The 14-valve; The threaded aperture of 15-; 16-organic glass cover plate; The 17-rubber blanket; The 18-back up pad; 19-triangular plate support; The 20-simulated slot; The narrow meshed buffer board of 21-; 22-pressure measurement mouth; 23-twines silk screen; The narrow meshed ajutage of 24-; The 25-Draw off valve; 26-pressure measurement plate; The 27-piezometric tube; The 28-rubber tube; 29-water supply valve door
Embodiment
For making goal of the invention of the present utility model, technical scheme and advantage clearer, below in conjunction with accompanying drawing, the utility model is described in further detail.
As shown in Figure 1, a kind of Confined-Unconfined Aquifer experimental simulation device of the utility model comprises being equipped with in sand simulated slot 20, simulated slot each side a buffer board be with holes above 21, can prevent that the sand in simulated slot from stopping up.The inlet opening at cell body two ends and apopore, the simulated slot opening part is connected with organic glass back up pad 18, utilize triangular plate support 19 to support, be covered with rubber blanket 17 on back up pad, some little threaded holes 15 on back up pad and rubber blanket, there is organic glass cover plate 16 with threaded hole the simulated slot top, when covering the organic glass cover plate, back up pad, rubber blanket and organic glass cover plate form the environment of a relative closure, can simulate confined aquifer.Before and after simulated slot, respectively there are some pressure measurement mouths 22 on two sides, by rubber tube 28, is connected on the piezometric tube 27 of pressure measurement plate 26.One narrow meshed ajutage 24 is arranged at the simulated slot bottom, and its drainage end stretches in cell body, and outside twines silk screen 23, and the ajutage below is connected with Draw off valve 25.The simulated slot both sides are connected with respectively and can regulate and control water level groove 8, and overflow groove 9 and supply flume 10 are arranged in the water level groove, and supply flume is connected with reserve tank by water inlet pipe 2, and another feed pipe 3 be connected with supply flume is connected on inlet valve 14, with simulated slot, communicates.Return pipe one end is communicated with overflow groove, and the other end stretches in reserve tank.Can regulate and control water level groove 8 origin or beginning places water-level regulator 5 is arranged.The nut 6, threaded bearing 13 of simulation cell body upper and lower end, the threaded journal stirrup 7 be connected with the water level groove are housed in water-level regulator, and adjusting screw(rod) 12 1 ends pass the screw thread on nut, journal stirrup successively and stretch in bearing with it threads turn and the other end is equipped with handle 11.
Before test, according to loose aquifer sand packing standard, put it in simulated slot 20, kept the coupling on water-bearing zone sand and border.Close inlet valve 14, Draw off valve 25 and water supply valve door 29 simultaneously.
In test, at first, by water on water inlet pipe 2, after supply flume 10 is full of water, opens inlet valve 14 and carry out water-filling to water-bearing zone, allow sand in state of saturation.When the water-bearing zone water level reach a certain height, open water supply valve door 29, utilize water-level regulator 5 can regulate the height of water level groove 8, control the border water level in water-bearing zone.Regulate arranged on left and right sides overflow groove height, make the underground water table in test flume keep a flow state, after waiting two trough inner water positions stable, data in each piezometric tube 27 of real time record.Place rubber blanket 17 and cover organic glass cover plate 16 on groove edge back up pad 18, screw inserts screw hole 15 and tightens, and regulates arranged on left and right sides overflow groove height, after two trough inner water positions are stable, and data in each piezometric tube 27 of real time record.Open Draw off valve 25, observe respectively, record diving and pressure water head delta data, draw water table contour under this condition.
Above-mentioned example only illustrates technical pattern of the present utility model and characteristics, and all equivalences of doing according to the utility model device essence change or modify, and all should be encompassed in the utility model protection domain.
Claims (6)
1. a Confined-Unconfined Aquifer experimental simulation device, is characterized in that this apparatus main body is one the simulated slot of sand to be housed, and the simulated slot both sides are connected with respectively and can regulate and control overflow groove, utilize both sides overflow groove height change can regulate the border water level of simulated slot.The cell body top edge is organic glass back up pad and below triangular plate support, it with on cover rubber blanket, the organic glass cover plate can form a relative closure pressure-bearing environment, can simulate the confined aquifer WATER LEVEL CHANGES.When the organic glass cover plate removes, but the simulated dive water-bearing zone.
2. a Confined-Unconfined Aquifer experimental simulation device, is characterized in that all there are some pressure measurement pipe nipples on the simulated slot two sides, by the piezometric tube on it and rubber tube and right side pressure measurement plate, joins.The simulated slot below discharges water a little, and simulation, under Escape condition, is dived under water or the confined aquifer SEA LEVEL VARIATION.
3. a kind of Confined-Unconfined Aquifer experimental simulation device as claimed in claim 1, is characterized in that the simulated slot both sides all are connected with regulatable overflow groove, the border water level that the height by regulating the both sides overflow groove can the control simulation groove.
4. a kind of Confined-Unconfined Aquifer experimental simulation device as claimed in claim 1, it is characterized in that the cell body top edge is organic glass bar and supported underneath plate, the organic glass cover plate on it and rubber blanket, top can form a relative closure pressure-bearing environment, the variation that can simulate the confined aquifer underground water table.
5. a kind of Confined-Unconfined Aquifer experimental simulation device as claimed in claim 2, the dewatering orifice that it is characterized in that the simulated slot bottom is to be tied with the filter pipe of spun yarn net by an outside.
6. a kind of Confined-Unconfined Aquifer experimental simulation device as claimed in claim 2, is characterized in that in all pressure measurement pipe nipples all with twining silk screen.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013201316089U CN203338666U (en) | 2013-03-21 | 2013-03-21 | Confined-unconfined aquifer experiment simulation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013201316089U CN203338666U (en) | 2013-03-21 | 2013-03-21 | Confined-unconfined aquifer experiment simulation device |
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| CN203338666U true CN203338666U (en) | 2013-12-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2013201316089U Expired - Fee Related CN203338666U (en) | 2013-03-21 | 2013-03-21 | Confined-unconfined aquifer experiment simulation device |
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Cited By (16)
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| CN104282214A (en) * | 2014-10-29 | 2015-01-14 | 安徽理工大学 | Pipeline flow tracer test comprehensive device of pressure bearing karst aquifer system |
| CN104318843A (en) * | 2014-11-18 | 2015-01-28 | 成都理工大学 | Pressure-bearing well water injection test device |
| CN104697742A (en) * | 2015-03-31 | 2015-06-10 | 河海大学 | Simulation test model device for studying hyporheic exchange under drive of flood pulse and using method thereof |
| CN105427730A (en) * | 2015-12-30 | 2016-03-23 | 济南大学 | Karst area window transfluence system simulation device and simulation method |
| CN105572319A (en) * | 2015-12-11 | 2016-05-11 | 河海大学 | Hydraulic-induced covered karst collapse simulation testing device and using method |
| CN106128260A (en) * | 2016-08-11 | 2016-11-16 | 山东科技大学 | A kind of seepage flow analogue experiment method for teaching |
| CN106205331A (en) * | 2016-08-11 | 2016-12-07 | 山东科技大学 | A kind of seepage flow analogue experiment installation for teaching |
| CN107436280A (en) * | 2017-09-26 | 2017-12-05 | 中国科学院武汉岩土力学研究所 | Curtain withdrawal device and curtain withdrawal system |
| CN108195687A (en) * | 2017-12-29 | 2018-06-22 | 河北省地质学会 | Three-dimensional Mining Above Confined Aquifer pressure release simulator stand |
| CN109709627A (en) * | 2019-02-25 | 2019-05-03 | 安徽理工大学 | A kind of experimental provision that water level is influenced based on artesian aquifer outflow test |
| CN109884280A (en) * | 2019-04-08 | 2019-06-14 | 吉林大学 | Plant the quantitative response experimental system of silicon body microscopic geometry and soil phreatic surface |
| CN110108854A (en) * | 2019-05-13 | 2019-08-09 | 安徽理工大学 | A kind of experimental provision for simulating the different each rock stratum flow of permeability, flow velocity relation |
| CN110108445A (en) * | 2019-05-10 | 2019-08-09 | 三峡大学 | Gang of wells, which is drawn back, fills simulation test device and method |
| CN110133217A (en) * | 2019-05-15 | 2019-08-16 | 河海大学 | Water-bearing layer experimental simulation device |
| CN110196151A (en) * | 2019-06-04 | 2019-09-03 | 成都理工大学 | Underwater swimming energy loss analyzer and measuring method |
| CN112577855A (en) * | 2019-09-29 | 2021-03-30 | 中国石油化工股份有限公司 | Experimental device for research pumping well peripheral heterogeneous aquifer groundwater level change condition |
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2013
- 2013-03-21 CN CN2013201316089U patent/CN203338666U/en not_active Expired - Fee Related
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104282214A (en) * | 2014-10-29 | 2015-01-14 | 安徽理工大学 | Pipeline flow tracer test comprehensive device of pressure bearing karst aquifer system |
| CN104318843A (en) * | 2014-11-18 | 2015-01-28 | 成都理工大学 | Pressure-bearing well water injection test device |
| CN104697742A (en) * | 2015-03-31 | 2015-06-10 | 河海大学 | Simulation test model device for studying hyporheic exchange under drive of flood pulse and using method thereof |
| CN105572319A (en) * | 2015-12-11 | 2016-05-11 | 河海大学 | Hydraulic-induced covered karst collapse simulation testing device and using method |
| CN105572319B (en) * | 2015-12-11 | 2017-11-24 | 河海大学 | A kind of waterpower induction covered karst collapses simulation test device and application method |
| CN105427730A (en) * | 2015-12-30 | 2016-03-23 | 济南大学 | Karst area window transfluence system simulation device and simulation method |
| CN106128260A (en) * | 2016-08-11 | 2016-11-16 | 山东科技大学 | A kind of seepage flow analogue experiment method for teaching |
| CN106205331A (en) * | 2016-08-11 | 2016-12-07 | 山东科技大学 | A kind of seepage flow analogue experiment installation for teaching |
| CN107436280A (en) * | 2017-09-26 | 2017-12-05 | 中国科学院武汉岩土力学研究所 | Curtain withdrawal device and curtain withdrawal system |
| CN108195687A (en) * | 2017-12-29 | 2018-06-22 | 河北省地质学会 | Three-dimensional Mining Above Confined Aquifer pressure release simulator stand |
| CN109709627A (en) * | 2019-02-25 | 2019-05-03 | 安徽理工大学 | A kind of experimental provision that water level is influenced based on artesian aquifer outflow test |
| CN109884280A (en) * | 2019-04-08 | 2019-06-14 | 吉林大学 | Plant the quantitative response experimental system of silicon body microscopic geometry and soil phreatic surface |
| CN110108445A (en) * | 2019-05-10 | 2019-08-09 | 三峡大学 | Gang of wells, which is drawn back, fills simulation test device and method |
| CN110108854A (en) * | 2019-05-13 | 2019-08-09 | 安徽理工大学 | A kind of experimental provision for simulating the different each rock stratum flow of permeability, flow velocity relation |
| CN110133217A (en) * | 2019-05-15 | 2019-08-16 | 河海大学 | Water-bearing layer experimental simulation device |
| CN110196151A (en) * | 2019-06-04 | 2019-09-03 | 成都理工大学 | Underwater swimming energy loss analyzer and measuring method |
| CN110196151B (en) * | 2019-06-04 | 2020-12-25 | 成都理工大学 | Diving motion energy loss measuring instrument and method |
| CN112577855A (en) * | 2019-09-29 | 2021-03-30 | 中国石油化工股份有限公司 | Experimental device for research pumping well peripheral heterogeneous aquifer groundwater level change condition |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131211 Termination date: 20150321 |
|
| EXPY | Termination of patent right or utility model |