CN206974863U - Groundwater flow modeling equipment - Google Patents
Groundwater flow modeling equipment Download PDFInfo
- Publication number
- CN206974863U CN206974863U CN201720559171.7U CN201720559171U CN206974863U CN 206974863 U CN206974863 U CN 206974863U CN 201720559171 U CN201720559171 U CN 201720559171U CN 206974863 U CN206974863 U CN 206974863U
- Authority
- CN
- China
- Prior art keywords
- infiltration chamber
- casing
- liquid level
- infiltration
- level tube
- 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
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Abstract
It the utility model is related to groundwater flow modeling equipment, including transparent casing, the infiltration chamber and intake antrum being distributed up and down are separated into by the first porous disc in casing, casing is provided with graduation mark and slide rail on the front of infiltration chamber, slided in slide rail and be provided with sliding block, the mark post laterally set is fixed with sliding block, casing is provided with liquid level tube and several quick unions on the side of infiltration chamber, liquid level tube is communicated by penetrating passage with infiltration chamber, the second porous disc is provided between penetrating passage and infiltration chamber, ball float is provided with liquid level tube, quick union communicates with infiltration chamber, the first valve is provided with quick union, intake antrum is connected by water inlet pipe with water tank, the second valve is provided with water inlet pipe, water tank is arranged on lowering or hoisting gear；The utility model is simple in construction, easy to operate, can effectively the underground water pollution seepage state of simulated experiment soil and soil infiltration settling phase.
Description
Technical field
It the utility model is related to environmental monitoring technology field, specifically groundwater flow modeling equipment.
Background technology
Motion of the underground water in the space in water-bearing layer under gravity is referred to as seepage flow.Seepage action of ground water is underground water section
Learn and the important research contents of engineering.At present, action is mainly entered in Study of The Underground water seepage flow pollution by way of excavating inspection well
State monitors, and gathers the underground water water sample of different depth, different depth underground water pollution data is analyzed, although this mode can obtain
Water quality data, but the shortcomings of to excavate inspection well cost high, water sampling inconvenience be present.
Utility model content
For above-mentioned deficiency, the purpose of this utility model is, there is provided can effective simulated experiment soil underground water pollution
The groundwater flow modeling equipment of seepage state and soil infiltration settling phase.
To achieve the above object, the utility model provides following technical scheme：Groundwater flow modeling equipment, including it is transparent
Casing, water tank, lowering or hoisting gear, slide rail, mark post, graduation mark and liquid level tube, is separated into up and down by the first porous disc in casing
The infiltration chamber and intake antrum of distribution, casing are provided with the graduation mark set along its short transverse and cunning on the front of infiltration chamber
Rail, interior slide of slide rail are provided with sliding block, the mark post laterally set are fixed with sliding block, and casing is set on the side of infiltration chamber
There is the liquid level tube and several quick unions set along its short transverse, liquid level tube is led to by the infiltration set along its short transverse
Road communicates with infiltration chamber, is provided with the second porous disc between penetrating passage and infiltration chamber, ball float is provided with liquid level tube, is connect soon
Head communicates with infiltration chamber, the first valve is provided with quick union, intake antrum is connected with water tank by water inlet pipe, set on water inlet pipe
The second valve is equipped with, water tank is arranged on lowering or hoisting gear.
The scheme further optimized, described lowering or hoisting gear include being fixed on two fixed plates of body side upper and lower side,
Guide rod is fixedly installed between two fixed plates and rotation is provided with screw mandrel, screw mandrel lower end is connected with stepping electricity through fixed plate
Activity is equipped with portable plate on machine, guide rod and screw mandrel, is connected between portable plate and screw mandrel for screw thread, and water tank is fixed on work
On dynamic plate.
The scheme further optimized, described sliding block and quick union are at least two.
The utility model has an advantageous effect in that compared with prior art：The utility model is simple in construction, easy to operate,
Can effectively the underground water pollution seepage state of simulated experiment soil and soil infiltration settling phase.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is side structure schematic diagram of the present utility model；
Fig. 3 is the transverse sectional view of liquid level tube；
Fig. 4 is the structural representation of lowering or hoisting gear.
In figure marked as：1- casings, 101- infiltrations chamber, 102- intake antrums, 2- water tanks, 3- slide rails, 4- mark posts, 5- scales
Line, 6- liquid level tubes, the porous discs of 7- first, 8- sliding blocks, 9- quick unions, 10- penetrating passages, the porous discs of 11- second, 12- ball floats,
The valves of 13- first, 14- water inlet pipes, the valves of 15- second, 16- fixed plates, 17- guide rods, 18- screw mandrels, 19- stepper motors, 20-
Portable plate.
Embodiment
In order that the purpose of this utility model, technical scheme and advantage are more clearly understood, below in conjunction with accompanying drawing and implementation
Example, the utility model is further elaborated.It should be appreciated that specific embodiment described herein is only explaining
The utility model, it is not used to limit the utility model.
In description of the present utility model, it is to be understood that term " longitudinal direction ", " transverse direction ", " on ", " under ", " preceding ",
The orientation or position relationship of the instruction such as " rear ", "left", "right", " vertical ", " level ", " top ", " bottom ", " interior ", " outer " be based on
Orientation shown in the drawings or position relationship, it is for only for ease of description the utility model, rather than instruction or the dress for implying meaning
Put or element there must be specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to the utility model
Limitation.
Understood referring to the drawings 1-4, groundwater flow modeling equipment, including transparent casing 1, water tank 2, lowering or hoisting gear, cunning
Rail 3, mark post 4, graduation mark 5 and liquid level tube 6, casing 1 is interior to be separated into the He of infiltration chamber 101 being distributed up and down by the first porous disc 7
Intake antrum 102, casing 1 is provided with the graduation mark 5 and slide rail 3 set along its short transverse on the front of infiltration chamber 101, sliding
Slided in rail 3 and be provided with sliding block 8, the mark post 4 laterally set is fixed with sliding block 8, casing 1 is on the side of infiltration chamber 101
The liquid level tube 6 and several quick unions 9 set along its short transverse is provided with, sliding block 8 and quick union 9 are at least two
Individual, liquid level tube 6 is communicated by the penetrating passage 10 set along its short transverse with infiltration chamber 101, penetrating passage 10 and infiltration chamber
The second porous disc 11 is provided between 101, ball float 12 is provided with liquid level tube 6, quick union 9 is communicated with infiltration chamber 101, connect soon
The first valve 13 is provided with joint 9, intake antrum 102 is connected by water inlet pipe 14 with water tank 2, and second is provided with water inlet pipe 14
Valve 15, water tank 2 are arranged on lowering or hoisting gear, and lowering or hoisting gear includes being fixed on two fixed plates 16 of the side upper and lower side of casing 1,
Guide rod 17 is fixedly installed between two fixed plates 16 and rotation is provided with screw mandrel 18, the lower end of screw mandrel 18 connects through fixed plate 16
Be connected to stepper motor 19, on guide rod 17 and screw mandrel 18 activity be equipped with portable plate 20, be spiral shell between portable plate 20 and screw mandrel 18
Line is connected, and water tank 2 is fixed on portable plate 20.
The utility model is placed on infiltration chamber in use, take the soil of Experimental Area, according to actual (real) thickness and number of plies distribution
In 101, the mark post 4 of graduation mark 5 and slip setting facilitates the thickness of soil to set, and is easy to observe soil in flow event and sinks
Drop variable quantity, open the second valve 15, water enters in intake antrum 102 through water inlet pipe 14 in water tank 2, water by intake antrum 102 with
First porous disc 7 enters in Infiltration water chamber 101 and permeated up between infiltration chamber 101, is observed and seeped water by the inner float ball 12 of liquid level tube 6
Highly, and by lowering or hoisting gear step up the height of water tank 2 to in casing 1 at the top of soil it is concordant, closed after soil top water outlet
The second valve 15 is closed, takes the water sample that seeped water in each layer soil to carry out components tests by quick union 9.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
All any modification, equivalent and improvement made within the spirit and principle of utility model etc., should be included in the utility model
Protection domain within.
Claims (3)
1. groundwater flow modeling equipment, it is characterised in that：Including transparent casing, water tank, lowering or hoisting gear, slide rail, mark post, quarter
Line and liquid level tube are spent, is separated into the infiltration chamber and intake antrum being distributed up and down in casing by the first porous disc, casing is positioned at infiltration
The graduation mark and slide rail set along its short transverse is provided with the front of chamber, is slided in slide rail and is provided with sliding block, it is solid on sliding block
Surely there is a mark post laterally set, casing is provided with the liquid level tube that is set along its short transverse and some on the side of infiltration chamber
Individual quick union, liquid level tube along the penetrating passage that its short transverse is set with infiltration chamber by communicating, penetrating passage and infiltration chamber
Between be provided with the second porous disc, be provided with ball float in liquid level tube, quick union communicates with infiltration chamber, is provided with quick union
First valve, intake antrum are connected by water inlet pipe with water tank, and the second valve is provided with water inlet pipe, and water tank is arranged at lowering or hoisting gear
On.
2. groundwater flow modeling equipment according to claim 1, it is characterised in that：Described lowering or hoisting gear includes fixing
Guide rod is fixedly installed between two fixed plates of body side upper and lower side, two fixed plates and rotation is provided with screw mandrel,
Screw mandrel lower end is connected with stepper motor through fixed plate, on guide rod and screw mandrel activity be equipped with portable plate, portable plate and screw mandrel
Between be connected for screw thread, water tank is fixed on portable plate.
3. groundwater flow modeling equipment according to claim 1, it is characterised in that：Described sliding block and quick union is equal
For at least two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720559171.7U CN206974863U (en) | 2017-05-19 | 2017-05-19 | Groundwater flow modeling equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720559171.7U CN206974863U (en) | 2017-05-19 | 2017-05-19 | Groundwater flow modeling equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206974863U true CN206974863U (en) | 2018-02-06 |
Family
ID=61410085
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720559171.7U Expired - Fee Related CN206974863U (en) | 2017-05-19 | 2017-05-19 | Groundwater flow modeling equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206974863U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108593502A (en) * | 2018-05-07 | 2018-09-28 | 吉林建筑大学 | A kind of groundwater flow modeling device and monitoring method |
-
2017
- 2017-05-19 CN CN201720559171.7U patent/CN206974863U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108593502A (en) * | 2018-05-07 | 2018-09-28 | 吉林建筑大学 | A kind of groundwater flow modeling device and monitoring method |
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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: 20180206 Termination date: 20180519 |