CN110006507A - Boring method Jian Anshi water level observation well mechanism - Google Patents
Boring method Jian Anshi water level observation well mechanism Download PDFInfo
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- CN110006507A CN110006507A CN201910149668.5A CN201910149668A CN110006507A CN 110006507 A CN110006507 A CN 110006507A CN 201910149668 A CN201910149668 A CN 201910149668A CN 110006507 A CN110006507 A CN 110006507A
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- Prior art keywords
- water level
- anshi
- vertical shaft
- level observation
- boring method
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01F—MEASURING VOLUME, VOLUME FLOW, MASS FLOW OR LIQUID LEVEL; METERING BY VOLUME
- G01F23/00—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm
- G01F23/30—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm by floats
- G01F23/64—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm by floats of the free float type without mechanical transmission elements
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- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- General Physics & Mathematics (AREA)
- Earth Drilling (AREA)
Abstract
Boring method Jian Anshi water level observation well mechanism, it leads the way including controller, sensor, vertical shaft, floating ball, diversion tunnel, auxiliary and decontamination mechanism, the vertical shaft top is equipped with sensor, sensor is connected by conducting wire with controller, floating ball is placed in vertical shaft, it is connected below vertical shaft with diversion tunnel, diversion tunnel right part is equipped with decontamination mechanism, is equipped with auxiliary below diversion tunnel 5 and leads the way；The invention has the advantages that establishing boring method builds bank formula water level observation well, in such a way that Vertical Well and diversion channel combine, changing tradition to build tower is that drill mode without building trestle substantially reduces engineering construction difficulty and construction investment.
Description
Technical field
The present invention relates to boring method Jian Anshi water level observation well mechanisms, belong to hydrotechnics field.
Background technique
In recent years, increasing with global harsh weather, local extra torrential rain, the burst mountain torrents and Super Typhoon etc. in China
The frequency of occurrences of extreme weather increased significantly, intensity increased, coverage is in increase tendency, will be especially in the presence of to reservoir
The safety of the reservoir of sick danger hidden danger, which constitutes, to be seriously threatened.Often there is reservoir to break down accident, cause huge personnel's wound
It dies and economic loss, lesson is deep.Therefore, accurate measurements reservoir level information understands reservoir level dynamic, it has also become each in time
Grade hydraulic department urgent problem to be solved, meanwhile, in order to reach rational management and the management of flood control, in addition to will be in work of building water conservancy projects
Journey is made great efforts outside raising with whole people's water-disaster-conscience etc. is improved, it is often more important that accurate, the safe and reliable property of one kind is selected to pass through again by force
The practical water level monitoring system that helps to grasp Hydrologic Information in time.Therefore, reservoir level monitoring becomes the hydrology, hydraulic department
Important research direction, the water level logging system built at present have it is following several, emphasis reservoir based on vertical shaft, water level platform be island or
Excavation builds bank formula, and general reservoir is based on inclined shaft.Its defect is as follows: the 1 vertical inspection well for building island platform will build trestle waterborne
And pier, investment is high, difficulty of construction is big, day-to-day operation maintenance cost is high；The 2 vertical inspection wells for building bank slope platform want generous
Earth and stone digging is measured, investment is high, construction risk is big, generous amount excavates the landfill cubic metre of earth and stone and easily causes soil erosion, and environment influences
Greatly；3 inclined inspection wells are because well logging pipe linking is difficult to theoretic straight line, and water level wheel machining accuracy is not high enough, tiltedly
The reasons such as well pedestal sedimentation easily cause water level monitoring data inaccurate.
Summary of the invention
The object of the present invention is to provide boring method Jian Anshi water level observation well mechanisms.
The problem to be solved in the present invention is the defect of existing water level logging system in design.
To achieve the purpose of the present invention, the technical solution adopted by the present invention is that:
Boring method Jian Anshi water level observation well mechanism, including controller, sensor, vertical shaft, floating ball, diversion tunnel, auxiliary are drawn
Road and decontamination mechanism, the vertical shaft top are equipped with sensor, and sensor is connected by conducting wire with controller, vertical shaft
It is inside placed with floating ball, is connected below vertical shaft with diversion tunnel, diversion tunnel right part is equipped with decontamination mechanism, is equipped with below diversion tunnel 5
Auxiliary is led the way.
The vertical shaft and diversion tunnel are located in hillside.
The auxiliary is led the way L-shaped.
It being equipped in PE pipe and turns in one's mind in the vertical shaft and diversion tunnel, bore mode is first to be bored to beat vertical shaft with hammering, after
Diversion tunnel is beaten with hidden hole drilling.
The sensor is laser ranging module or ultrasonic distance measuring module.
The controller is single-chip microcontroller or plc structure, and interior equipped with GPRS locating module.
The decontamination mechanism includes fixed link, water-proof electric telescopic rod, spiral spinner, blade, waterproof machine, water-proof electric
Telescopic rod left end is fixed with fixed link, and right end is fixed with waterproof machine, spiral spinner, propeller are equipped in waterproof machine shaft
Blade is installed, water-proof electric telescopic rod and waterproof machine are connected with controller on cap.
The propeller cap portion is hollow, global density 1g/cm.
The invention has the advantages that establishing boring method builds bank formula water level observation well, combined using Vertical Well and diversion channel
Mode, changing tradition to build tower is that drill mode without building trestle substantially reduces engineering construction difficulty and construction investment, simultaneously
It is also convenient for operation and maintenance and management in the future.It is compared with the traditional method compared with new boring method Jian Anshi water level observation well mechanism is more
Economy, safer, effect is more preferable, has good market prospects.
Detailed description of the invention
Fig. 1 is boring method Jian Anshi water level observation well mechanism main view；
Fig. 2 is the enlarged diagram of decontamination mechanism 7；
In figure: 1, controller 2, sensor 3, vertical shaft 4, floating ball 5, diversion tunnel 6, auxiliary lead the way 7, decontamination
Mechanism.
Specific embodiment
The present invention is further illustrated with reference to the accompanying drawings and embodiments.
Boring method Jian Anshi water level observation well mechanism, including controller 1, sensor 2, vertical shaft 3, floating ball 4, diversion tunnel
5,6, decontamination mechanism 7 of leading the way is assisted, it is characterised in that: 3 top of vertical shaft is equipped with sensor 2, and sensor 2 passes through conducting wire
It is connected with controller 1, floating ball 4 is placed in vertical shaft 3, for incuding water level, 3 lower section of vertical shaft is connected with diversion tunnel 5
It is logical, it realizes that reservoir Quick water-inducing, 5 right part of diversion tunnel are equipped with decontamination mechanism 7, prevent from blocking, auxiliary is equipped with below diversion tunnel 5 and is led the way
6, reach double-layer safety, allows the water to normally flow into diversion tunnel 5.
The vertical shaft 3 and diversion tunnel 5 are located in hillside, build simple, and 5 mouthfuls of diversion tunnel are additionally provided with and rotatably enclose
Column.
The auxiliary is led the way 6 L-shaped.
It is equipped in PE pipe and turns in one's mind in the vertical shaft 3 and diversion tunnel 5, external casting concrete makes it have good knot
Structure intensity, bore mode are first to be bored to beat vertical shaft 3 with hammering, after with hidden hole drilling beat diversion tunnel 5, guarantee the precision pierced, really
It protects Vertical Well and diversion channel is effectively docked, reduce error, reduce the blindness of construction, save the duration, improve construction efficiency, tool
There is very high economic benefit, while can accomplish that soft, hard stratum, basement rock etc. effectively pierce using the bore mode.
The sensor 2 is laser ranging module or ultrasonic distance measuring module, laser ranging module model
LOG18071501。
The controller 1 is single-chip microcontroller or plc structure, and interior equipped with GPRS locating module, can adopt C51 series monolithic
The signal of collection is sent to monitoring personnel.
The decontamination mechanism 7 includes fixed link 8, water-proof electric telescopic rod 9, spiral spinner 10, blade 11, waterproof machine
12,9 left end of water-proof electric telescopic rod is fixed with fixed link 8, and right end is fixed with waterproof machine 12, installs in 12 shaft of waterproof machine
There is spiral spinner 10, blade 11, water-proof electric telescopic rod 9 and waterproof machine 12 and 1 phase of controller are installed on spiral spinner 10
Connection.
10 part of spiral spinner is hollow, global density 1g/cm, and the such service life of equipment length of density close to water is not easy
Generate weight power.
Application method: when wanting to understand water level, the water in diversion tunnel 5 reaches vertical shaft 3, is incuded by sensor 2 floating
The position of ball 4 passes information to controller 1, and controller 1 is sent to human observer, when there is sundries to block water inlet, can lead to
It crosses the control movement of decontamination mechanism 7 of controller 1 to be excluded, therefore there is good reliability.
Electric telescopic rod, waterproof machine, propeller these do not need.Bigger material is not had under water, submersible machine is also easy
It is bad.As long as conducting oneself the decontamination mechanism that work can dismantle in water inlet openning.
Claims (8)
1. boring method Jian Anshi water level observation well mechanism, including controller (1), sensor (2), vertical shaft (3), floating ball (4),
Diversion tunnel (5), auxiliary lead the way (6), decontamination mechanism (7), it is characterised in that: vertical shaft (3) top be equipped with sensor
(2), sensor (2) is connected by conducting wire with controller (1), is placed with floating ball (4) in vertical shaft (3), under vertical shaft (3)
Side is connected with diversion tunnel (5), and diversion tunnel (5) right part is equipped with decontamination mechanism (7), and auxiliary is equipped with below diversion tunnel (5) and is led the way
(6).
2. boring method Jian Anshi water level observation well mechanism according to claim 1, it is characterized in that: the vertical shaft (3)
It is located in hillside with diversion tunnel (5).
3. boring method Jian Anshi water level observation well mechanism according to claim 1, it is characterized in that: the auxiliary leads the way (6)
It is L-shaped.
4. boring method Jian Anshi water level observation well mechanism according to claim 1, it is characterized in that: the vertical shaft (3)
Turn in one's mind with being equipped in PE pipe in diversion tunnel (5), bore mode is first to be bored to beat vertical shaft (3) with hammering, after with hidden hole drilling play diversion
Hole (5).
5. boring method Jian Anshi water level observation well mechanism according to claim 1, it is characterized in that: the sensor (2) is
Laser ranging module or ultrasonic distance measuring module.
6. boring method Jian Anshi water level observation well mechanism according to claim 1, it is characterized in that: the controller (1) is
Single-chip microcontroller or plc structure, and it is interior equipped with GPRS locating module.
7. boring method Jian Anshi water level observation well mechanism according to claim 1, it is characterized in that: the decontamination mechanism (7)
Including fixed link (8), water-proof electric telescopic rod (9), spiral spinner (10), blade (11), waterproof machine (12), water-proof electric is stretched
Contracting bar (9) left end is fixed with fixed link (8), and right end is fixed with waterproof machine (12), is equipped with spiral shell in waterproof machine (12) shaft
Revolve spinner (10), be equipped with blade (11) on spiral spinner (10), water-proof electric telescopic rod (9) and waterproof machine (12) with control
Device (1) is connected.
8. boring method Jian Anshi water level observation well mechanism according to claim 1, it is characterized in that: the spiral spinner (10)
Part is hollow, global density 1g/cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910149668.5A CN110006507A (en) | 2019-02-28 | 2019-02-28 | Boring method Jian Anshi water level observation well mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910149668.5A CN110006507A (en) | 2019-02-28 | 2019-02-28 | Boring method Jian Anshi water level observation well mechanism |
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| Publication Number | Publication Date |
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| CN110006507A true CN110006507A (en) | 2019-07-12 |
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ID=67166147
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910149668.5A Pending CN110006507A (en) | 2019-02-28 | 2019-02-28 | Boring method Jian Anshi water level observation well mechanism |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114183126A (en) * | 2021-12-16 | 2022-03-15 | 上海长凯岩土工程有限公司 | Implementation method for ectopic water level observation of dewatering well |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20130289878A1 (en) * | 2012-04-26 | 2013-10-31 | Korea Institute Of Geoscience And Mineral Resources | System for monitoring coastal underground water |
| CN106092251A (en) * | 2016-06-23 | 2016-11-09 | 舟山市水利勘测设计院 | A kind of water level observation well monitoring system |
| CN205719177U (en) * | 2016-06-23 | 2016-11-23 | 舟山市水利勘测设计院 | One builds bank formula water level observation well |
| CN108871506A (en) * | 2018-07-18 | 2018-11-23 | 黑龙江省林业科学研究所 | A kind of hydrologic monitoring device |
| CN109204758A (en) * | 2018-10-06 | 2019-01-15 | 江苏新韩通船舶重工有限公司 | A kind of propeller for preventing sundries from winding |
-
2019
- 2019-02-28 CN CN201910149668.5A patent/CN110006507A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20130289878A1 (en) * | 2012-04-26 | 2013-10-31 | Korea Institute Of Geoscience And Mineral Resources | System for monitoring coastal underground water |
| CN106092251A (en) * | 2016-06-23 | 2016-11-09 | 舟山市水利勘测设计院 | A kind of water level observation well monitoring system |
| CN205719177U (en) * | 2016-06-23 | 2016-11-23 | 舟山市水利勘测设计院 | One builds bank formula water level observation well |
| CN108871506A (en) * | 2018-07-18 | 2018-11-23 | 黑龙江省林业科学研究所 | A kind of hydrologic monitoring device |
| CN109204758A (en) * | 2018-10-06 | 2019-01-15 | 江苏新韩通船舶重工有限公司 | A kind of propeller for preventing sundries from winding |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114183126A (en) * | 2021-12-16 | 2022-03-15 | 上海长凯岩土工程有限公司 | Implementation method for ectopic water level observation of dewatering well |
| CN114183126B (en) * | 2021-12-16 | 2023-09-19 | 上海长凯岩土工程有限公司 | Implementation method for abnormal observation water level of precipitation well |
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