CN101761110A - Automatic water adding method and device of dam water tube-type settlement instrument - Google Patents

Automatic water adding method and device of dam water tube-type settlement instrument Download PDF

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Publication number
CN101761110A
CN101761110A CN201010119119A CN201010119119A CN101761110A CN 101761110 A CN101761110 A CN 101761110A CN 201010119119 A CN201010119119 A CN 201010119119A CN 201010119119 A CN201010119119 A CN 201010119119A CN 101761110 A CN101761110 A CN 101761110A
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China
Prior art keywords
water
dam
type settlement
pipe type
settlement instrument
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Granted
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CN201010119119A
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Chinese (zh)
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CN101761110B (en
Inventor
邓邦龙
尤迎春
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Hubei Qingjiang Hydropower Development Co Ltd
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Hubei Qingjiang Hydropower Development Co Ltd
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Priority to CN2010101191192A priority Critical patent/CN101761110B/en
Publication of CN101761110A publication Critical patent/CN101761110A/en
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use

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Abstract

The invention discloses an automatic water adding method and a device of a dam water tube-type settlement instrument, relating to a method and an apparatus for automatically preparing and supplying distilled water. The automatic water adding method of the dam water tube-type settlement instrument comprises the following steps of: arranging a preparation and water storage chamber at the top of a dam, connecting all observation chambers by conduit pipes behind the dam, and replenishing the distilled water for each observation chamber by the preparation and water storage chamber; arranging a water storage tank in the preparation and water storage chamber, controlling the starting and the stopping of a water distiller by a ball float valve to replenish the distilled water for the water storage tank; arranging a water replenishing tank in the observation chamber and controlling water level by the ball float valve; and controlling an electromagnetic valve between the water replenishing tank and the water tube-type settlement instrument by a telemetering device to replenish the distilled water for the water tube-type settlement instrument. Through the method, the replenishment of the distilled water for a plurality of water tube-type settlement instruments on the back face of the dam is realized.

Description

Automatic water feeding method of dam water-pipe type settlement instrument device and device
Technical field
The present invention relates to the method for a kind of automatic preparation and supply distilled water, particularly a kind of is the method and the device of automatic preparation of water-pipe type settlement instrument device and additional distilled water on dam.
Background technology
Need adopt water-pipe type settlement instrument when dam is carried out safety monitoring, water-pipe type settlement instrument needs equipment is replenished distilled water before observation, needs regularly to clean connecting pipeline simultaneously and carries out plant maintenance.Near generally no distilled water supply engineering needs long-distance transport; Owing to have inconvenient traffic behind the dam, distilled water needs a dead lift to arrive each observation room, has potential safety hazard; The monitoring scene needs manually-operated, and human cost is higher, and equipment can not be brought into play maximum efficiency.
Summary of the invention
Technical problem to be solved by this invention provides a kind of automatic water feeding method of dam water-pipe type settlement instrument device and device, can realize supplying distilled water automatically to water-pipe type settlement instrument.
For solving the problems of the technologies described above, the technical solution adopted in the present invention is: the automatic water feeding method of a kind of dam water-pipe type settlement instrument device, at dam crest preparation and retaining room are set, each observation room are connected, replenish distilled water for each observation room by preparation and retaining room by aqueduct behind the dam;
In preparation and retaining room water storage box is set, controlling the startup of distillation machine and stop to come by float valve is that water storage box replenishes distilled water;
In the observation room, water supply tank is set, by the float valve control water level;
By the electromagnetic valve between telemetering equipment control water supply tank and the water-pipe type settlement instrument is that water-pipe type settlement instrument replenishes distilled water;
Realized a plurality of water-pipe type settlement instruments at the dam back side are replenished distilled water automatically by said method.
Aqueduct adopts PPR tubing behind the dam.
According to the dam elevation reducing valve is set on aqueduct behind the dam, preferably is arranged on the centre of vertical height.
According to the dam elevation below each observation room water inlet relief valve is set.
A kind of dam water-pipe type settlement instrument device automatic watering apparatus, preparation and retaining room are connected with each observation room by aqueduct behind the dam;
In preparation and retaining room, be provided with float valve in the water storage box, water inlet pipe is connected with distillation machine by float valve, and water storage box is connected with aqueduct behind the dam;
In the observation room, aqueduct is connected with water supply tank by float valve behind the dam, and water supply tank is connected with water-pipe type settlement instrument by electromagnetic valve;
Electromagnetic valve is controlled by telemetering equipment.
Aqueduct is provided with reducing valve and/or relief valve behind the described dam.
Aqueduct is provided with thermal insulation casing outward behind the described dam.
Described water storage box and water supply tank bottom are provided with atmospheric valve.
Described water storage box and water supply tank side are provided with the water level observation tube.
A kind of automatic water feeding method of dam water-pipe type settlement instrument device provided by the invention and device, by preparation and retaining room are set, and with each observation room be communicated with pipeline, cooperate telemetering equipment, realized the unattended additional distilled water of each water-pipe type settlement instrument at the dam back side that is automatically, save cost of labor, reduced the risk that each monitoring system is safeguarded, improved the reliability of whole monitoring system.
Description of drawings
Fig. 1 is a FB(flow block) of the present invention;
The schematic diagram that Fig. 2 arranges at the dam back side for the device among the present invention;
The structural representation of Fig. 3 for installing among the present invention.
The specific embodiment
In Fig. 1, Fig. 2 and Fig. 3, the automatic water feeding method of a kind of dam water-pipe type settlement instrument device is provided with preparation and retaining room 3 at dam crest, by aqueduct behind the dam 2 each observation room 1 is connected, and replenishes distilled water by preparation and retaining room 3 for each observation room 1;
In preparation and retaining room 3 water storage box 9 is set, controlling the startup of distillation machines 12 and stop to come by float valve 10 is that water storage box 9 replenishes distilled water;
In observation room 1, water supply tank 7 is set, by float valve 10 control water level;
By the electromagnetic valve between telemetering equipment control water supply tank 7 and the water-pipe type settlement instrument 5 is that water-pipe type settlement instrument 5 replenishes distilled water;
Realized a plurality of water-pipe type settlement instruments 5 at the dam back side are replenished distilled water automatically by said method.
Aqueduct 2 adopts PPR tubing behind the dam.So because PPR tubing has been adopted in the requirement of 5 pairs of distilled water cleanliness factors of water-pipe type settlement instrument.
According to the dam elevation reducing valve 4 is set on aqueduct behind the dam 2, preferably is arranged on the centre of vertical height.
According to the dam elevation below each observation room 1 water inlet relief valve 8 is set.This can be under the situation that reducing valve damages protection equipment.
A kind of dam water-pipe type settlement instrument device automatic watering apparatus, preparation and retaining room 3 are connected with each observation room 1 by aqueduct 2 behind the dam;
In preparation and retaining room 3, be provided with float valve 10 in the water storage box 9, water inlet pipe 11 is connected with distillation machine 12 by float valve 10, and water storage box 9 is connected with aqueduct 2 behind the dam;
In observation room 1, aqueduct 2 is connected with water supply tank 7 by float valve 10 behind the dam, and water supply tank 7 is connected with water-pipe type settlement instrument 5 by electromagnetic valve 6;
Electromagnetic valve 6 is controlled by telemetering equipment.Opening by remote control electromagnetic valve 6 when needs are observed is that water-pipe type settlement instrument 5 replenishes distilled water.
Aqueduct 2 is provided with reducing valve 4 and/or relief valve 8 behind the described dam.By being set, can not damage reducing valve 4 and/or relief valve 8 protection PPR tubing because of pressure is excessive.
The aqueduct 2 outer thermal insulation casings that are provided with behind the described dam.Can avoid because the low icing damage that causes aqueduct 2 behind the dam that causes of environment temperature.
Described water storage box 9 and water supply tank 7 bottoms are provided with atmospheric valve.Be used for the maintenance of water supply tank 7.
Described water storage box 9 and water supply tank 7 sides are provided with the water level observation tube.
Embodiment:
Certain key water control project key construction is Concrete Face Rockfill Dam (crest elevation ▽ 410.0m, maximum height of dam 233m).
Vertical displacement observation is the big event of earth and rockfill dam safety monitoring, and being divided in dam dam body inside is three main monitoring sections, is respectively: horizontal 0+132.0m section, horizontal 0+212.0m section and horizontal 0+356.0m section.Five different elevations places at ▽ 235.0m elevation, ▽ 265.0m elevation, ▽ 300.0m elevation, ▽ 340.0m elevation and ▽ 371.0m elevation arrange 70 sedimentation measuring points altogether.Rockfill has been built 11 observation rooms 1 behind the dam, uses 5 pairs of sedimentation measuring points of water-pipe type settlement instrument to observe.
Water-pipe type settlement instrument needs equipment is replenished distilled water before observation, needs regularly to clean connecting pipeline simultaneously and carries out plant maintenance.Be necessary whole observation system is installed a cover automatic water supply system.
Whole automatic water supply system by preparation and retaining room 3, dam after aqueduct 2 and a plurality of observations room 1 form, in Fig. 3, tap water is made distilled water through distillation machine 12 and is stored in water storage box 9; Float valve 10 inlet end connect tap water water inlet pipe 11, water outlet end connects distillation machine 12 water inlet pipes, float valve 10 detects the water level of distilled water in the water storage box 9, the water inlet of control distillation machine, adopt the precision of float valve control not high, but good reliability, and the required precision to height of water level is not high in the native system, is reasonable selection so adopt float valve.Distillation machine has into water and controls function automatically, promptly when distillation machine water inlet back startup power work, quits work after cutting off the water supply.By the closed-loop control between water level-float valve-distillation machine, make the certain water yield of the automatic maintenance of distilled water in the water storage box 9.
In Fig. 2, aqueduct 2 is connected with the outlet of water storage box 9 behind the dam, by gravity with distilled water to observation room 1 in the equipment moisturizing.
The tubing of use is considered the requirement use PPR tubing of cleaning and can not be used coating steel pipe in the aqueduct 2 behind the dam, because dam crest to the ▽ 235.0m elevation observation station discrepancy in elevation reaches 175m, and the maximum working pressure of the PN2.0MPa that approaching civilian PPR tubing can reach.
Assault the calculation of pressure formula according to simple and easy water hammer:
Pwh=PΔV/gc[P/gc(1/k+d/bE)] -1/2
Pwh wherein: maximum assault pressure, P: liquid specific gravity, Δ V: change in flow, gc: gravity constant, K: liquid capacity modulus of elasticity, d: bore, b: pipe thickness, E: tubing matter bulk modulus.
Result of calculation shows the water hammer assault pressure superposition hydrostatic pressure that produces in the valve switch process, directly do not use the tubing connection can not satisfy safe requirement if add safeguard measure.
Adopting reducing valve and poppet valve to guarantee pipeline safety in this example, is the reducing valve 4 of 0.5Mpa at ▽ 310.0m elevation installation outlet pressure, and pipeline is divided into two sections from the centre, and the maximum hydrostatic pressure that each section bears is not more than 1.0 to 1.2MPa.Control water hammer pressure at ▽ 340.0m and the terminal poppet valve that 1.6MPa is installed of ▽ 235.0m elevation observation station pipeline, guarantee that tubing operates in the safe handling pressure limit.
Consider the dam site temperature temperature that may be below the freezing point in the winter time, the polyethylene foam thermal insulation casing is set outside water pipe, use the M7.5 mortar to bury, pipeline slope, road gesture on the way lays, and prevents the pipeline frost heaving failure.
Water supply tank 7 in the observation room 1 adopts stainless steel, and the top is provided with and partly renovates, and the side is provided with the water level observation tube, and the bottom is provided with atmospheric valve and overhauls.
Float valve 10 inlet end in the water supply tank 7 connect aqueduct 2 behind the dam, and water outlet end connects water supply tank 7.By the regulating action of float valve 10, the certain water yield of storage in the water supply tank 7, water supply tubular type settlement gauge 5 is measured or is used when safeguarding.Be provided with electromagnetic valve 6 between water supply tank 7 and water supply tubular type settlement gauge 5, when telemetering equipment was opened by software control electromagnetic valve 6, distilled water flowed to water-pipe type settlement instrument 5 and realizes automatic water-supply in the water supply tank 7 under action of gravity.
System's operation control flow is seen Fig. 1, and figure hollow core arrow is represented distilled water, and solid arrow is represented control.
On dam water-pipe type settlement instrument 5, telemetering equipment has been installed, has been had the ability of real-time monitored.The instrument telemetering equipment is the master control of system's operation, when apparatus measures needs water, consumes the distilled water of storage in the water supply tank 7; Float valve is opened when the distilled water in the water supply tank 7 reduces to certain value, replenish by the water yield in the water storage box 9 in 2 consumption preparations of aqueduct behind the dam and retaining room 3, the water yield in the water storage box 9 is replenished automatically by the operation of the control of the float valve in it distillation machine.
Whole water system does not need manual intervention to move automatically; can give full play to the usefulness of telemetry system; when special operation conditions such as dam experience flood, earthquake, not can in time observe by the influence of meteorology, manpower factor; guarantee to obtain up-to-date safety monitoring data, for the dam safety operation provides decision-making foundation.

Claims (9)

1. automatic water feeding method of dam water-pipe type settlement instrument device, it is characterized in that: preparation and retaining room (3) are set at dam crest, by aqueduct behind the dam (2) each observation room (1) is connected, replenish distilled water for each observation room (1) by preparation and retaining room (3);
In preparation and retaining room (3) water storage box (9) is set, controlling the startup of distillation machine (12) and stop to come by float valve (10) is that water storage box (9) replenishes distilled water;
In observation room (1), water supply tank (7) is set, by float valve (10) control water level;
By the electromagnetic valve between telemetering equipment control water supply tank (7) and the water-pipe type settlement instrument (5) is that water-pipe type settlement instrument (5) replenishes distilled water;
Realized a plurality of water-pipe type settlement instruments (5) at the dam back side are replenished distilled water automatically by said method.
2. the automatic water feeding method of a kind of dam water-pipe type settlement instrument device according to claim 1 is characterized in that: aqueduct behind the dam (2) adopts PPR tubing.
3. the automatic water feeding method of a kind of dam water-pipe type settlement instrument device according to claim 1 and 2 is characterized in that: according to the dam elevation reducing valve (4) is set on aqueduct behind the dam (2), preferably is arranged on the centre of vertical height.
4. the automatic water feeding method of a kind of dam water-pipe type settlement instrument device according to claim 1 and 2 is characterized in that: according to the dam elevation below each observation room (1) water inlet relief valve (8) is set.
5. dam water-pipe type settlement instrument device automatic watering apparatus is characterized in that: preparation and retaining room (3) observe room (1) be connected by aqueduct (2) behind the dam and each;
In preparation and retaining room (3), be provided with float valve (10) in the water storage box (9), water inlet pipe (11) is connected with distillation machine (12) by float valve (10), and water storage box (9) is connected with aqueduct (2) behind the dam;
In observation room (1), aqueduct behind the dam (2) is connected with water supply tank (7) by float valve (10), and water supply tank (7) is connected with water-pipe type settlement instrument (5) by electromagnetic valve (6);
Electromagnetic valve (6) is controlled by telemetering equipment.
6. a kind of dam water-pipe type settlement instrument device automatic watering apparatus according to claim 1, it is characterized in that: aqueduct behind the described dam (2) is provided with reducing valve (4) and/or relief valve (8).
7. a kind of dam water-pipe type settlement instrument device automatic watering apparatus according to claim 1 is characterized in that: the outer thermal insulation casing that is provided with of aqueduct behind the described dam (2).
8. a kind of dam water-pipe type settlement instrument device automatic watering apparatus according to claim 1 is characterized in that: described water storage box (9) and water supply tank (7) bottom are provided with atmospheric valve.
9. a kind of dam water-pipe type settlement instrument device automatic watering apparatus according to claim 1 is characterized in that: described water storage box (9) and water supply tank (7) side are provided with the water level observation tube.
CN2010101191192A 2010-01-27 2010-01-27 Automatic water adding method and device of dam water tube-type settlement instrument Expired - Fee Related CN101761110B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010101191192A CN101761110B (en) 2010-01-27 2010-01-27 Automatic water adding method and device of dam water tube-type settlement instrument

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Application Number Priority Date Filing Date Title
CN2010101191192A CN101761110B (en) 2010-01-27 2010-01-27 Automatic water adding method and device of dam water tube-type settlement instrument

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CN101761110B CN101761110B (en) 2012-06-20

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105089096A (en) * 2015-09-01 2015-11-25 中国恩菲工程技术有限公司 Underground reduced pressure water supply system
CN114046772A (en) * 2021-09-30 2022-02-15 华能澜沧江水电股份有限公司 Water tubular settlement gauge automatic water supply device

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2520501Y (en) * 2002-02-06 2002-11-13 水利部交通部电力工业部南京水利科学研究院 Electrometric water tube type settlement meter
CN2662199Y (en) * 2003-10-31 2004-12-08 吴晓铭 Electronic settling monitoring instrument
CN2807218Y (en) * 2005-04-25 2006-08-16 湖南大学 Earth-rock filled work sedimentation observer
KR20090105555A (en) * 2008-04-03 2009-10-07 임용관 Apparatus for measuring sinking valve having settlement rod with staff and one-man measuring method using the same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105089096A (en) * 2015-09-01 2015-11-25 中国恩菲工程技术有限公司 Underground reduced pressure water supply system
CN114046772A (en) * 2021-09-30 2022-02-15 华能澜沧江水电股份有限公司 Water tubular settlement gauge automatic water supply device

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