CN1087961A - With the equipment of shot-like particle from reservoir and the removal of other water channel bottom - Google Patents

With the equipment of shot-like particle from reservoir and the removal of other water channel bottom Download PDF

Info

Publication number
CN1087961A
CN1087961A CN92115174A CN92115174A CN1087961A CN 1087961 A CN1087961 A CN 1087961A CN 92115174 A CN92115174 A CN 92115174A CN 92115174 A CN92115174 A CN 92115174A CN 1087961 A CN1087961 A CN 1087961A
Authority
CN
China
Prior art keywords
main component
long strip
type main
strip type
water
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.)
Pending
Application number
CN92115174A
Other languages
Chinese (zh)
Inventor
哈康·斯托尔兹
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sinvent Co Ltd
Sinvent AS
Original Assignee
Sinvent Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sinvent Co Ltd filed Critical Sinvent Co Ltd
Priority to CN92115174A priority Critical patent/CN1087961A/en
Publication of CN1087961A publication Critical patent/CN1087961A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • 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
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins

Landscapes

  • Barrages (AREA)

Abstract

A kind of it comprises long strip type main component (7) with the equipment of shot-like particle from reservoir (1) or the removal of other water channel bottom, and the one end links to each other with the outlet (14) of water and bottom shot-like particle.The water pressure of this outlet (14) is lower than the water pressure of reservoir.Long strip type main component (7) is longitudinally most of to be connected with at least one float parts (17), and these parts are flexible tubulose, are filled with water and/or air in it, move thereby can make this long strip type main component (7) be the state of twisting.Long strip type main component (7) is a tubulose, it comprises a plurality of hinge members (10), when tubulose long strip type main component (7) is crooked along vertical plane, above-mentioned hinge member (10) forms inlet (13) between the long strip type main component (7) and the bottom shot-like particle beds of precipitation, the bottom of the reservior granular substance is just taken away by above-mentioned inlet (13) like this.

Description

With the equipment of shot-like particle from reservoir and the removal of other water channel bottom
The present invention relates to a kind of with the equipment of shape thing from reservoir and the removal of other water channel bottom.
The present invention can be used to remove the sediment that has in the sedimentary river, so that can exert an influence or with above-mentioned precipitation to the operation of river bottom as various purposes, such as the filler in agricultural production, preparation sand and gravel, the land stabilization works, seek mineral, the korneforos sediment amount of carrying measured etc.
The present invention is specially adapted to the reservoir in the water channel, and this reservoir is combined with the facility such as power station, engineering irrigation, common water facilities.
The effect of reservoir is a natural seepage discharge of regulating the river, can obtain during with convenient consumer wants.If there is a large amount of mobile sediments in the korneforos, then is difficult in water flow velocity and keeps limited regulated quantity very low period.After the korneforos sediment entrained by it all fills up, utilize the present invention just can recover the water regulated quantity again.
Remove the sedimentary method of reservoir at present and comprise following form, a kind of is discharge water, thereby forms " river ", should " river " have enough carrying capacitys, can carry out erosion to sediment, another kind is by various dredging technologies the river bed sediment to be aspirated, strikes off or excavate.
Maximum and the heaviest shot-like particle can sink and lead to the entrance of reservoir in the river course.Therefore maximum shot-like particle must can be carried through whole reservoir by discharging water or washing away.When the water yield is enough, can carry out above-mentionedly discharging water or washing away.But the water yield that discharges water or wash away can be very not big, because people can not reduce the water level of dam back, to produce the sedimentary enough flow velocitys in erosion river bed.
Disclosed equipment has solved the problems referred to above to a great extent in No. the 165851st, the Norwegian patent applications of identical application.Described a kind of equipment in the No165851 patent application, this equipment comprises scourway, and it places below the sedimentation basin along its length, and is communicated with it by longitudinal seam.This longitudinal seam is in the following opening of the whole length range of sedimentation basin and sealing, thus the zone of always washing away of washing away seam move along the sedimentation basin bottom, and concentrate on the openend that washes away and the upstream side of longitudinal seam blind end.Can adopt flexible floating member, as flexibility tube bank, open and close sedimentation basin and wash away between longitudinal seam.By in floating member, pouring into and discharging gas and/or liquid and floating member and longitudinal seam are engaged and separate.So just, can at the bottom of sedimentation basin, move suction point.
The disclosed equipment of No165851 patent application must be installed in the sedimentation basin bottom by the facility of newly-built or reconstruction or the mode of discharge water.This equipment is fixed, after using or can not roll over before flood period and remove, and water need be drained when keeping in repair.
Main purpose of the present invention is to provide a kind of equipment, and this equipment can be used in the old or newly-built facility, this equipment can with precipitation or because other is former thereby place the shot-like particle of storehouse basin bottom part effectively to remove.
Purpose of the present invention can realize by following equipment, this equipment comprises the long strip type main component, the one end is communicated with the outlet of water and bottom shot-like particle, the water pressure of this outlet is lower than the water pressure of reservoir, the long strip type main component is longitudinally most of to be connected with at least one float parts, these parts can be crooked tubulose, be filled with water and/or air in it, thereby can make this long strip type main component be the state of twisting moves, it is characterized in that the long strip type main component in a tubular form, it comprises a plurality of hinge members, and when tubulose long strip type main component was crooked in perpendicular, above-mentioned hinge member formed inlet between long strip type main element and bottom solids precipitation layer.
Equipment of the present invention also comprises following feature.
Above-mentioned hinge member is hinged in inside in perpendicular.
When tubulose long strip type main component was the state of twisting and moves, the inlet of above-mentioned tubular part was beaten mouth, so that this goes into arc that has the convex side of interruption-forming, this convex side leans against the reservoir bottom.
Tubulose strip float parts connect, and these parts swim in by buoyancy aid, ship or similar item on the water surface of upstream extremity or in the water surface.
Each hinge member is provided with base, this base preferably and parts be 45 substantially, the cross-sectional area of base is less than the cross-sectional area of hinge member itself.
Base is bending, the basic and hinge member in the bottom of base vertically in vertical state, the opening size of base is less than the cross-sectional area of base.Be provided with gum sleeve between the hinge member.
Each hinge member is provided with sealing device, and this device can be lived the inlet seal of adjacent hinge member.
Sealing device comprises the rubber link stopper, and this link stopper is fixed on the support arm, and this support arm stretches out from hinge member in base one side.
Tubular body spare comprises body, and this body is cutting at a certain distance radially, and this otch constitutes inlet, and the uncut remainder in body edge constitutes articulated structure.
By means of embodiments of the invention the present invention is described in detail with reference to the accompanying drawings.
Fig. 1 is arranged in the dam that contains the sediment river, comprising prior art sedimentation basin and equipment of the present invention.
Fig. 2 is the longitudinal plan of storehouse shown in Figure 1 box, and it has provided vertical figure of first embodiment of the invention.
Fig. 3 is the cross-sectional view of one of them floating member shown in Figure 2;
Fig. 4 is the side view of parts shown in Figure 3;
Fig. 5 is the cross-sectional view of floating member shown in Figure 4.
As shown in Figure 1, reservoir 1 links to each other with dam 2.In reservoir 1, effluent stream carry the sediment that enters in the reservoir 3 and moisture from and be deposited on river bed portion.Soon, above-mentioned sediment 3 will cause and make normal water regulate the problem that required discharge reduces.The sedimentation basin 4 of prior art is described in the No165851 patent application among Fig. 1.Flow to the river course in downstream, dam from this position sand and flush water, just flow to power station, irrigating facility or be used as other purpose from the water that purifies here.
As shown in Figure 1, equipment of the present invention includes device 7, and this device 7 is installed in the passage upstream by dam 2, and it can rotate and cover most of zone of reservoir in horizontal plane.Number in the figure 7 ' expression is in the device of rotation.Present device moves easily, and if necessary, Ke Yanba is fixed in a plurality of positions, so that this equipment can cover whole reservoir zone.
First embodiment of Fig. 2 and 3 expressions flush pipe 7 of the present invention, this flush pipe 7 is made tubulose, and it comprises a plurality of duct members 10.Flush pipe 7 comprises at a certain distance cutting but the pipe that does not cut off fully in principle, so just forms the parts 10 as the pipeline section of both ends open, and each duct member 10 partly is connected at uncut tube section with adjacent nearly parts.Linkage can have multiple different form.In downstream, flush pipe 7 links to each other with outlet 14, seals 7 of upstream extremity flush pipes, but does not have aperture in this end, so that the gas that is produced in the sediment and produced when washing away is discharged.Duct member 10 links to each other with two or more float parts 17, and this parts 17 are made by flexible pipe, and this flexible pipe can pour into and discharge water and/or air by operation pipe 26.Floating member 17 passes the pipeline 27 of flush pipe parts 10 each side, and floating member 17 only fixes with end part 28 and 29.This floating member 17 longitudinally has certain elasticity, and can stretch a little, and duct member does not fit tightly mutually when having lateral loads in the perpendicular with box lunch.Be hinged between the duct member 10, when flush pipe 7 bent towards the suction areas at sediment place, above-mentioned pin joint was positioned at the duct member top, and when flush pipe 7 bent towards surface location, above-mentioned pin joint was positioned at duct member bottom.
Duct member 10 also is provided with the base 30 that material such as rubber is made, and this base 30 seals, and guarantees that below water and sediment only press sucking from bottom shown in the arrow and label 13 among Fig. 2.
At upstream extremity, floating member 17 links to each other with buoyancy aid 18 or similar item, discharges or charge into water by operation pipe 26 floating members 17 like this, and air just can correspondingly flow into from these parts and discharge.
When making the floating member draining, because buoyancy function, flush pipe 7 can be crooked, and above-mentioned bending can make and form opening 13 between the two adjacent parts 10.Because the outlet 14 of flush pipe 7 is lower than the water surface 5, or dam, upstream 2, perhaps make the head pressure of this flush pipe 7 lower by the pump suction, so just can form a negative pressure, this pressure can make water and sediment 3 suck by opening 13 and go out by flush pipe outlet 14.Control floating member by slowly charging into, along with sediment 3 is rushed out, opening 13 is shifted to the reservoir inboard.So above-mentioned suction areas can move in the length range of flush pipe.
Duct member 10 is fixed on the buoyancy aid by rope or similar item, and in flush pipe sinking process, the said fixing rope is fixed on duct member safely needs the degree of depth.
By make flush pipe 7 in horizontal plane around with the rotation of the tie point on dam, just can with among Fig. 17 ' shown in the needs zone of reservoir cover.
Fig. 4~6 have provided the preferred embodiments of the present invention.The effect of equipment 7 shown in this Fig is the same with the equipment shown in Fig. 2 and 3.Parts 10 comprise body 11, this body both ends open, and connector 12 couples together two adjacent parts 10, and the inlet between the parts 10 is closed.Communicate with body 11 towards the nearly section of the connection of bottom 18, its cross section connects the pipeline section 18 crooked ends 19 that also form less than body 11 cross sections, and this end 19 is basic vertical with vertical maintenance of body 11, and above-mentioned end 19 is provided with hole 20, and the cross section in best hole 20 is less relatively.
In the downstream, duct member 10 is provided with plate or like 21, and it is positioned at the both sides of body 11, and its bottom is provided with sealing device 22.The sealing device can be rubber tile.When adjacent tubes parts 10 in the flush pipe 7 abut in together or when water surface was crooked, sealing device 22 sealed up the opening 20 on the connection pipeline section on the adjacent tubes parts of downstream mutually.When the adjacent tubes parts were bent downwardly, sealing device 22 made opening 20 be in open mode.Be connected with flexible rubber pipe box 23 on the connector 12.Two adjacent duct member relative rotation angle equal inclination angle, duct member two ends 24,25 sums, and above-mentioned inclination angle 24 is preferably identical with 25 and be preferably in 5~10 ° the scope.
Do not go out the float parts among Fig. 5.Fig. 6 is the cross-sectional view of the duct member 10 of another embodiment of the present invention, and this duct member 10 has float parts 17.These parts 17 are made of two flexible pipes 17, and this flexible pipe extends to the other end from flush pipe 7 one ends.The supply and the tapping equipment of sky G﹠W are not shown among the figure, but it can adopt device shown in Figure 2.
To the present invention be described by description below to principle of the present invention and characteristics.Can in the basin of storehouse, move by flush pipe 7 suction districts, thereby the shot-like particle of precipitation just can be sucked in the flush pipe by the opening of minimum.Can adopt buoyancy to change the position of suction district.Present device is not fixed, and it need not large-scale building operations in reservoir.Concerning the reservoir of having built up in advance, These characteristics is suitable for too.
Sedimentary washing away is to carry out under the situation of not discharging the water in the reservoir, thereby do not have water and product losses.The process of washing away can not carried out the season of lack of water, so that the loss amount minimum of water, and discharge is when (arid) and pondage reach maximum value when being little value, and pondage remains unchanged.In flush water, can obtain high contents of precipitate.Present device only relies on gravity to keep on the go, in order to realize washing away a spot of energy of process need.Present device is operated, control is easy, and the process of washing away can be reversed, and can whenever repeating again in the process of washing away.
Above-mentioned principle has provided a kind of removal and has been built in the sedimentary mode that has in the reservoir of a large amount of sedimentary korneforos.The scope that sediment flows, there is not the regulatory region of nature in explanation already, as the lake in the water channel.Because artificial reservior finally also can be for sediment fills up, so its application life is very short.For this reason, people generally do not pay the utmost attention to the employing large reservoir, though large reservoir does not resemble small-sized being filled very soon with big slightly reservoir.Adopt the present invention, in small-sized and medium-sized reservoir, can keep regulated quantity, and can to avoid reservoir be that sediment fills up.The power station, river is not built in any reservoir that has a large amount of sedimentary korneforos of building in routinely, because reservoir can not be kept the regulated quantity of water behind certain hour.Water is supplied with in the net sediment, and to carry total amount big more, and the reservoir scale of day regulating pondage is big more, because it can not retaining.So people are just in any domination that is subjected to current in specific.Consequently the power station is determined size by minimum discharge and is matched with other energy.The result has only utilized the part of river energy potentiality, if people want to keep bigger regulated quantity aspect energy supply simultaneously, just must invest in additional energy supply system.The alternative measure of such scheme is to adopt super-huge reservoir, and this reservoir can be for sediment fill up in the investment life span of engineering, but its can bring problem and increase expenditure local population and environment.
Have a large amount of existing power stations and irrigating facility reservoir to need to repair at present, but just known to the people, above-mentioned reinstatement works is not also carried out on a large scale, and does not have good solution.Many so-called step power stations (becoming the power station, multistage river of series along a river) have been built up today.At present through people's effort, the best approach that is adopted is by making every grade of reservoir discharge water come reservoir is washed away, but consequently people's silt particle of managing to wash away but is deposited in the storehouse basin of next stage.By means of the present invention, people can handle the reservoir sediment that is positioned at higher step, simultaneously it are used as resource.The step reservoir that is positioned at the downstream is in addition also protected.
The present invention also can be used in engineering irrigation and the water facilities.About having the more rudimentary river condition in a large amount of sedimentary rivers, be used to help stable river bed, reduce the danger of supplying water, protect old farmland.Utilize the present invention also can realize the repeated use of irrigating facility, wherein irrigation water is through enough purifications, and the sediment that is washed away can be used to relative phreatic surface and raises the river and fully raise downstream area, so that can cultivate.

Claims (11)

1, a kind of with the equipment of shot-like particle from reservoir (1) or the removal of other water channel bottom, it comprises long strip type main component (7), the one end is communicated with the outlet (14) of water and bottom shot-like particle, the water pressure of this outlet (14) is lower than the water pressure of reservoir, the long strip type main component is longitudinally most of to be connected with at least one float parts (17), these parts (17) are flexible tubulose, be filled with water and/or air in it, thereby can make this long strip type main component (7) be the state of twisting moves, it is characterized in that long strip type main component (7) in a tubular form, it comprises a plurality of hinge members (10), when tubulose long strip type main component (7) was crooked in perpendicular, above-mentioned hinge member (10) formed inlet (13) between long strip type main component (7) and bottom solids precipitation layer.
2, equipment according to claim 1 is characterized in that above-mentioned hinge member (10) is hinged in inside in perpendicular.
3, according to claim 1,2 described equipment, it is characterized in that when tubulose long strip type main component (7) is the state of twisting and moves, the inlet of above-mentioned hinge member (10) is opened, so that this goes into arc that has the convex side of interruption-forming, this convex side leans against the reservoir bottom.
4, according to the described equipment of claim 1~3, it is characterized in that at least one float parts (17) of tubulose long strip type main component (7) connect, these parts (17) swim in by buoyancy aid (16), ship or similar item on the water surface of upstream extremity or in the water surface.
5, according to the described equipment of claim 1~4, it is characterized in that each hinge member (10) is provided with base (18), this base (18) preferably and parts (19) be 45 ° substantially, the cross-sectional area of this base (18) is less than the cross-sectional area of hinge member (10) itself.
6, equipment according to claim 5 is characterized in that base (18) is bending, and the basic and hinge member in the bottom (19) of base (18) vertically in vertical state.
7,, it is characterized in that the cross-sectional area of opening (20) size of base (18) less than base (18) according to claim 5,6 described equipment.
8,, it is characterized in that being provided with between the hinge member (10) gum sleeve (23) according to the described equipment of claim 1~7.
9, according to the described equipment of claim 1~8, it is characterized in that each hinge member (10) is provided with sealing device (20), this device can seal up the inlet (20) of adjacent hinge member (10).
10, equipment according to claim 9 is characterized in that sealing device (22) comprises rubber block (22), and this block is fixed on the support arm (21), and this support arm (21) stretches out from hinge member (10) in base (18) one sides.
11, according to the described equipment of claim 1~7, it is characterized in that tubular body spare (7) comprises body, this body is cutting at a certain distance radially, and this otch constitutes inlet (13), and uncut remaining part constitutes articulated structure (12) in the body edge.
CN92115174A 1992-12-05 1992-12-05 With the equipment of shot-like particle from reservoir and the removal of other water channel bottom Pending CN1087961A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN92115174A CN1087961A (en) 1992-12-05 1992-12-05 With the equipment of shot-like particle from reservoir and the removal of other water channel bottom

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN92115174A CN1087961A (en) 1992-12-05 1992-12-05 With the equipment of shot-like particle from reservoir and the removal of other water channel bottom

Publications (1)

Publication Number Publication Date
CN1087961A true CN1087961A (en) 1994-06-15

Family

ID=4947285

Family Applications (1)

Application Number Title Priority Date Filing Date
CN92115174A Pending CN1087961A (en) 1992-12-05 1992-12-05 With the equipment of shot-like particle from reservoir and the removal of other water channel bottom

Country Status (1)

Country Link
CN (1) CN1087961A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103732833A (en) * 2011-08-10 2014-04-16 加拉拉股份公司 Device for dredging in water reservoirs
CN106436803A (en) * 2016-10-21 2017-02-22 长江水利委员会长江科学院 Underwater covered canal silt efficient transport equipment
CN108755617A (en) * 2018-06-01 2018-11-06 四川旭昊德环保设备有限公司 A kind of reservoir row silt system and method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103732833A (en) * 2011-08-10 2014-04-16 加拉拉股份公司 Device for dredging in water reservoirs
CN103732833B (en) * 2011-08-10 2016-08-03 加拉拉股份公司 For dredging the device of reservoir
CN106436803A (en) * 2016-10-21 2017-02-22 长江水利委员会长江科学院 Underwater covered canal silt efficient transport equipment
CN106436803B (en) * 2016-10-21 2018-07-31 长江水利委员会长江科学院 The efficiently defeated shifting equipment of underwater covered canal silt
CN108755617A (en) * 2018-06-01 2018-11-06 四川旭昊德环保设备有限公司 A kind of reservoir row silt system and method

Similar Documents

Publication Publication Date Title
CN100464027C (en) Method for the removal of sediment from sand traps
JP3277489B2 (en) Sediment discharge mechanism for water storage area and method for discharging sediment from water storage area
CN104532796A (en) Self-controlled type rubber dam with wear-resistant steel plate
CN1438388A (en) Water-pressure pipe sand-discharging apparatus
CN205296100U (en) Husky equipment is arranged in reservoir segmentation
CN1087961A (en) With the equipment of shot-like particle from reservoir and the removal of other water channel bottom
AU649951B2 (en) Serpent sediment-sluicing system
CN2758332Y (en) Sludge cleaner for river channel tubulent sand
JPH10159066A (en) Discharging method of sediment in dam storage reservoir
CN1047813C (en) Water diversion sand transportation regulation and control method
CN1185388C (en) Anti-pollution and pollution reducing method for large water area
AP1180A (en) A method for coastal protection and pressure equalization module.
WO1992021823A1 (en) Apparatus for removing of particles from the bottom of water reservoirs and other water ways
EP0759108B1 (en) Regeneration of tidal mud flats
KR100313036B1 (en) Aaaaa
CN221299247U (en) A large capacity grit chamber for highway karst tunnel
CN215715055U (en) Channel water flow inverted siphon group structure
CN100543243C (en) A kind of method about the downstream sediment that brings the Yellow River under control
JPH11324008A (en) Removing method for sediment in dam
CN221299248U (en) T-shaped grit chamber for highway karst tunnel
CN107724424A (en) City integrated piping lane draining convergence system
CN207891863U (en) A kind of box unidirectional sluice pipe system of dredging work mire
CN2293597Y (en) Suction head of underwater dredger
CN108277774A (en) River model test auto purification type tilts inlet method
JPS62262788A (en) Cleaning method for river

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C01 Deemed withdrawal of patent application (patent law 1993)
WD01 Invention patent application deemed withdrawn after publication