CN206468346U - A kind of hydrogeological multi-layer Underground Water water level observation device - Google Patents
A kind of hydrogeological multi-layer Underground Water water level observation device Download PDFInfo
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- CN206468346U CN206468346U CN201621461516.7U CN201621461516U CN206468346U CN 206468346 U CN206468346 U CN 206468346U CN 201621461516 U CN201621461516 U CN 201621461516U CN 206468346 U CN206468346 U CN 206468346U
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- water
- pipe
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- water level
- hydrogeological
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Abstract
The utility model discloses a kind of hydrogeological multi-layer Underground Water water level observation device, including the first water level pipe, seamless pipe, sediment tube, hydrogeological hole and Concrete Filled layer, the second water level pipe is provided with the right side of first water level pipe, the upper end of the seamless pipe is provided with mouthpiece cover, treatment hole is provided with the filter pipe, and gauze is enclosed with the outside for the treatment of hole, the sediment tube is connected with each other by closure and filter pipe, rubble packed layer is fixed with below the hydrogeological hole, the Concrete Filled layer is located at the lower end of rubble packed layer.The hydrogeological multi-layer Underground Water water level observation device, the observation of multilayer Water level trend can be carried out in same geology hole, avoid different water cut layer and the phenomenon of staggeredly flowing occur, surface water and debris is prevented to enter in pipe simultaneously, ensure the accuracy of measurement, it is to avoid sedimentation phenomenon occurs in filter pipe during installation water level pipe, filter pipe is less prone to damage and blocked, overall quantities is small, and cost is low.
Description
Technical field
The utility model is related to groundwater monitoring engineering device technique field, specially a kind of hydrogeological multi-layer Underground Water water level
Observation device.
Background technology
In the past, the groundwater level long-term dynamics observation in hydrogeological investigation, can only be observed in same drilling
The groundwater level dynamic in one water-bearing layer, in order to observe areal different water cut layer groundwater dynamic, each water-bearing layer
One drilling of construction is needed, quantities is big, and input is high.In view of the above-mentioned problems, being badly in need of a kind of hydrogeological multi-layer Underground Water of design
Water level observation device.
Utility model content
The purpose of this utility model is to provide a kind of hydrogeological multi-layer Underground Water water level observation device, above-mentioned to solve
Propose that, in order to observe areal different water cut layer groundwater dynamic, each water-bearing layer is required for one brill of construction in background technology
Hole, quantities is big, the problem of putting into high.
To achieve the above object, the utility model provides following technical scheme：A kind of hydrogeological multi-layer Underground Water water level
Observation device, including the first water level pipe, seamless pipe, sediment tube, hydrogeological hole and Concrete Filled layer, first water level pipe
Right side be provided with the right side of the second water level pipe, and the second water level pipe and be fixed with the 3rd water level pipe, the upper end peace of the seamless pipe
Equipped with mouthpiece cover, and its lower end is connected with to be provided with the outside for the treatment of hole, and treatment hole on filter pipe, the filter pipe and is enclosed with
Fixed iron wire is installed, the sediment tube is connected with each other by closure and filter pipe, the water on the outside of gauze, the gauze
It is fixed with below literary geology hole on the outside of rubble packed layer, and rubble packed layer and is connected with one-level water-bearing layer, the concrete
Packed layer is located at the lower end of rubble packed layer, and its outside is connected with one-level water barrier, and the lower section of the one-level water barrier is set
Have and two grades of water barriers are connected with below two grades of water-bearing layers, and two grades of water-bearing layers, three are provided with below two grades of water barriers
Level is connected with three-level water barrier below water-bearing layer, and three-level water-bearing layer.
It is preferred that, the height of first water level pipe, the second water level pipe and the seamless pipe on the 3rd water level pipe is higher than water
Literary geology hole at least 100mm.
It is preferred that, the filter pipe is provided with 6~8 row treatment holes, and 3~5 layers of gauze are enclosed with the outside of filter pipe.
It is preferred that, the drainage tube portion is located in Concrete Filled layer, partly in rubble packed layer.
It is preferred that, the sediment tube is located in Concrete Filled layer, and Concrete Filled layer is connected with each other with water barrier.
It is preferred that, rubble packed layer and the Concrete Filled layer is interspersed in hydrogeological hole by certain spacing
In.
Compared with prior art, the beneficial effects of the utility model are：The hydrogeological multi-layer Underground Water water-level observation dress
Put, the observation of multilayer Water level trend can be carried out in same geology hole, and mutually interconnected with water barrier using Concrete Filled layer
Connect, it is to avoid the phenomenon of staggeredly flowing occurs in different water cut layer, the mouthpiece cover of threaded connection, dismount easy for installation, prevent simultaneously
Surface water and debris enter in pipe, it is ensured that the accuracy of measurement, the sediment tube with closure, it is ensured that will not penetrate concrete
Packed layer, while when avoiding installation water level pipe under settlement action, filter pipe penetrates the phenomenon of Concrete Filled layer, to measurement
Error, and the filter pipe of wrapped multiple gauze are brought, damage is less prone to and blocks, service life is long；Overall quantities
Small, cost is low.
Brief description of the drawings
Fig. 1 is the utility model structure overall schematic；
Fig. 2 is the utility model structure scheme of installation.
In figure：1st, the first water level pipe, the 2, second water level pipe, the 3, the 3rd water level pipe, 4, mouthpiece cover, 5, seamless pipe, 6, drainage
Pipe, 7, treatment hole, 8, fixed iron wire, 9, gauze, 10, sediment tube, 11, closure, 12, hydrogeological hole, 13, rubble filling
Layer, 14, one-level water-bearing layer, 15, Concrete Filled layer, 16, one-level water barrier, 17, two grades of water-bearing layers, 18, two grades of water barriers,
19th, three-level water-bearing layer, 20, three-level water barrier.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belongs to the scope of the utility model protection.
Fig. 1-2 is referred to, the utility model provides a kind of technical scheme：A kind of hydrogeological multi-layer Underground Water water-level observation
Device, including the first water level pipe 1, the second water level pipe 2, the 3rd water level pipe 3, mouthpiece cover 4, seamless pipe 5, filter pipe 6, treatment hole 7,
Fixed iron wire 8, gauze 9, sediment tube 10, closure 11, hydrogeological hole 12, rubble packed layer 13, one-level water-bearing layer 14, coagulation
Native packed layer 15, one-level water barrier 16, two grades of water-bearing layers 17, two grades of water barriers 18, three-level water-bearing layer 19 and three-level water barrier 20,
The right side of first water level pipe 1 is provided with the second water level pipe 2, and the right side of the second water level pipe 2 is fixed with the 3rd water level pipe 3, first
The height of water level pipe 1, the second water level pipe 2 and the seamless pipe 5 on the 3rd water level pipe 3 is higher than the hydrogeological at least 100mm of hole 12,
The upper end of seamless pipe 5 is provided with mouthpiece cover 4, and its lower end is connected with filter pipe 6, filter pipe 6 and is provided with treatment hole 7, and filter
The outside in water hole 7 is enclosed with gauze 9, and filter pipe 6 is provided with 6~8 row treatment holes 7, and the outside of filter pipe 6 is enclosed with 3~5 layers
Gauze 9, the outside of gauze 9 is provided with fixed iron wire 8, and sediment tube 10 is connected with each other by closure 11 with filter pipe 6, sediment tube
10 are located in Concrete Filled layer 15, and Concrete Filled layer 15 is connected with each other with water barrier, and the part of filter pipe 6 is located at concrete
In packed layer 15, partly in rubble packed layer 13, the lower section in hydrogeological hole 12 is fixed with rubble packed layer 13, and rubble
The outside of packed layer 13 is connected with one-level water-bearing layer 14, and Concrete Filled layer 15 is located at the lower end of rubble packed layer 13, and rubble is filled out
Fill layer 13 and Concrete Filled layer 15 is interspersed in hydrogeological hole 12 by certain spacing, and its outside is connected with one-level
Water barrier 16, the lower section of one-level water barrier 16 is provided with two grades of water-bearing layers 17, and the lower section in two grades of water-bearing layers 17 is connected with two grades
Water barrier 18, the lower section of two grades of water barriers 18 is provided with three-level water-bearing layer 19, and the lower section in three-level water-bearing layer 19 is connected with three-level
Water barrier 20.
Operation principle：When using the hydrogeological multi-layer Underground Water water level observation device, first the structure to the device is entered
Row is simple to be understood, then single unit system is installed, and is poured first in the inner side of three-level water proof 20 of the hydrogeological bottom of hole 12
First water level pipe 1, is then placed on Concrete Filled layer 15, is further filled with a certain amount of rubble, and pour by a certain amount of concrete
Build a certain amount of concrete so that concrete did not had the filter pipe 6 on the first water level pipe 1；The second water level pipe 2 is placed on afterwards mixed
On solidifying soil packed layer 15, a certain amount of rubble is further filled with, and pour a certain amount of concrete so that concrete did not had the second water level
Filter pipe 6 on pipe 2；Finally the 3rd water level pipe 3 is placed on Concrete Filled layer 15, a certain amount of rubble is further filled with so that
Rubble did not had the filter pipe 6 on the 3rd water level pipe 3；Under settlement action, the sediment tube 10 with closure 11 settle into
Enter in Concrete Filled layer 15, and filter pipe 6 continues to stay in rubble packed layer 13, the water in different water cut layer is flowed to and it
In corresponding rubble packed layer 13, then enter in filter pipe 6 through filtered water bore 7, limnimeter is now put into different water
It is the Water level trend of Observable different water cut layer in the pipe of position, and Concrete Filled layer 15 prevents different water-bearing layers from cross-current occur
Dynamic phenomenon, here it is the operation principle of the hydrogeological multi-layer Underground Water water level observation device.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out in the case where not departing from principle of the present utility model and spirit a variety of changes, repaiies
Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of hydrogeological multi-layer Underground Water water level observation device, including the first water level pipe (1), seamless pipe (5), sediment tube
(10), hydrogeological hole (12) and Concrete Filled layer (15), it is characterised in that：The right side of first water level pipe (1) is set
Have and the 3rd water level pipe (3) is fixed with the right side of the second water level pipe (2), and the second water level pipe (2), the upper end of the seamless pipe (5)
Mouthpiece cover (4) is installed, and its lower end is connected with filter pipe (6), the filter pipe (6) and is provided with treatment hole (7), and drainage
It is enclosed with the outside of hole (7) on the outside of gauze (9), the gauze (9) and fixed iron wire (8) is installed, the sediment tube (10) is led to
Cross closure (11) to be connected with each other with filter pipe (6), rubble packed layer (13) be fixed with below the hydrogeological hole (12),
And one-level water-bearing layer (14) is connected with the outside of rubble packed layer (13), the Concrete Filled layer (15) is located at rubble packed layer
(13) lower end, and its outside is connected with and is provided with two grades below one-level water barrier (16), the one-level water barrier (16) and contains
Two grades of water barriers (18), the lower section of two grades of water barriers (18) are connected with below water layer (17), and two grades of water-bearing layers (17)
It is provided with below three-level water-bearing layer (19), and three-level water-bearing layer (19) and is connected with three-level water barrier (20).
2. a kind of hydrogeological multi-layer Underground Water water level observation device according to claim 1, it is characterised in that：Described
The height of one water level pipe (1), the second water level pipe (2) and the seamless pipe (5) on the 3rd water level pipe (3) is higher than hydrogeological hole
(12) at least 100mm.
3. a kind of hydrogeological multi-layer Underground Water water level observation device according to claim 1, it is characterised in that：The filter
Water pipe (6) is provided with 6~8 row treatment holes (7), and 3~5 layers of gauze (9) are enclosed with the outside of filter pipe (6).
4. a kind of hydrogeological multi-layer Underground Water water level observation device according to claim 1, it is characterised in that：The filter
Water pipe (6) is partly located in Concrete Filled layer (15), partly in rubble packed layer (13).
5. a kind of hydrogeological multi-layer Underground Water water level observation device according to claim 1, it is characterised in that：It is described heavy
The pipe (10) that forms sediment is located in Concrete Filled layer (15), and Concrete Filled layer (15) is connected with each other with water barrier.
6. a kind of hydrogeological multi-layer Underground Water water level observation device according to claim 1, it is characterised in that：It is described broken
Stone packed layer (13) and Concrete Filled layer (15) are interspersed in hydrogeological hole (12) by certain spacing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621461516.7U CN206468346U (en) | 2016-12-29 | 2016-12-29 | A kind of hydrogeological multi-layer Underground Water water level observation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621461516.7U CN206468346U (en) | 2016-12-29 | 2016-12-29 | A kind of hydrogeological multi-layer Underground Water water level observation device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206468346U true CN206468346U (en) | 2017-09-05 |
Family
ID=59712372
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621461516.7U Expired - Fee Related CN206468346U (en) | 2016-12-29 | 2016-12-29 | A kind of hydrogeological multi-layer Underground Water water level observation device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206468346U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109060073A (en) * | 2018-10-17 | 2018-12-21 | 贵州省水利水电勘测设计研究院 | Single hole observes Karst Mountain bilayer level of ground water device and method |
| CN111963146A (en) * | 2020-07-14 | 2020-11-20 | 临沂矿业集团菏泽煤电有限公司 | Monitoring net for inclined underground water level of well shaft in industrial square |
-
2016
- 2016-12-29 CN CN201621461516.7U patent/CN206468346U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109060073A (en) * | 2018-10-17 | 2018-12-21 | 贵州省水利水电勘测设计研究院 | Single hole observes Karst Mountain bilayer level of ground water device and method |
| CN111963146A (en) * | 2020-07-14 | 2020-11-20 | 临沂矿业集团菏泽煤电有限公司 | Monitoring net for inclined underground water level of well shaft in industrial square |
| CN111963146B (en) * | 2020-07-14 | 2021-10-08 | 临沂矿业集团菏泽煤电有限公司 | Monitoring net for inclined underground water level of well shaft in industrial square |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170905 Termination date: 20171229 |
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| CF01 | Termination of patent right due to non-payment of annual fee |