CN203222771U - Sand and sludge discharge disturbance device - Google Patents
Sand and sludge discharge disturbance device Download PDFInfo
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- CN203222771U CN203222771U CN2013201330118U CN201320133011U CN203222771U CN 203222771 U CN203222771 U CN 203222771U CN 2013201330118 U CN2013201330118 U CN 2013201330118U CN 201320133011 U CN201320133011 U CN 201320133011U CN 203222771 U CN203222771 U CN 203222771U
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- husky
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- row
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- 239000010802 sludge Substances 0.000 title abstract 5
- 238000009825 accumulation Methods 0.000 claims abstract description 11
- 238000010790 dilution Methods 0.000 claims abstract description 8
- 239000012895 dilution Substances 0.000 claims abstract description 8
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- 230000001720 vestibular Effects 0.000 claims description 31
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- 238000007667 floating Methods 0.000 claims description 12
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- 238000006386 neutralization reaction Methods 0.000 abstract description 5
- 238000003756 stirring Methods 0.000 abstract description 4
- 238000006424 Flood reaction Methods 0.000 abstract 1
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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- Barrages (AREA)
- Treatment Of Sludge (AREA)
Abstract
The utility model relates to a arrange husky and silt disturbance device, it includes: arranging at least one submerged sludge stirring device at a proper position of a reservoir flood discharge and sand discharge hydraulic structure such as a reservoir overflow weir, a flood spillway, a sand discharge and flood discharge tunnel and the like, wherein the front end of the submerged sludge stirring device is provided with at least one extension pipe to a vestibule sludge accumulation area, a pipeline power supply extension pipe for operation and control is arranged below the front edge of the reservoir flood discharge and sand discharge hydraulic structure, and the pipeline power supply extension pipe is connected to a control room on the bank and started to operate by a remote control button; by means of the neutralization dilution and hydraulic suction and drainage functions of the flood discharge and sand discharge hydraulic structure, the sludge in the front vestibules of the overflow weir, the spillway and the sand discharge and flood discharge tunnel is automatically removed, and hydraulic dredging and sand discharge can be simultaneously carried out when the reservoir floods and sand discharge works.
Description
Technical field
The utility model belongs to the hydraulic engineering technical field, is specifically related to the husky and mud disturbance device of row in a kind of reservoir overflow weir, flood spillway, row's beach volleyball flood tunnel.
Background technology
The position, middle and lower part on present reservoir dam weir is equipped with small-sized taking and discharging worker, conduct at ordinary times or spreads unchecked the usefulness of the running operation of phase, double as is the usefulness of trace discharging muddy water, but there is no in the reservoir bottom the husky passage of special-purpose large-scale row is set, as Ceng Wen, crossdrift, Wu She, Ebony Hill head reservoir; Bottom of the reservior silt comes aggradation gradually after causing reservoir operation decades, even has exceeded the taking and discharging mouth, so can only pass through the motor-driven control manipulation of taking and discharging port strobe at present; The waterpower that the purpose that discharges water merely has concurrently is arranged husky effect its limit; only can keep reluctantly the minimum limit of horn mouth before the taking and discharging mouth, minimum block headroom but as super large typhoon torrential rain; the ability that then lacks the crisis emergency response; namely deposit 5～6 meters before the dam between may a sunset, water inlet might be blocked, cause then that reservoir can't normal operating discharges water, risk is very big by the mud branch when the time comes.
Hydrous water cutter, air compressor machine and diving equipment, personnel's underwater operation, mode with mud before the disturbance water inlet, though the gate that can improve before the water inlet is mingled with wooden bamboo refuse cleaning problem, but with the present technology of Shimen Dam, experience, still there is the many places blind spot to overcome as mud before the needs removing hole; Restore time-consuming as the equipment mobilization, high-risk, high unit price, operation inconvenience, in a small amount, intermittently, intermittently, complexity is difficult to walk, waste valuable water resource in rain, this underwater worker method is subject to water surface wind and rain wave environment, can only be applied to reservoir running operation equipment reluctantly and promptly rescue strain, be not economical and effective, continue easy to operate, in a large number, the good method of the reservoir dam forefoot area water inlet vestibular desilting of simple and feasible; As for the overflow weir of natural overflow, have the accumulation mud of the flood spillway of gate opening/closing and the tunnel that drains off floodwaters, scouring sluice vestibular to let alone accumulation, how effectively to remove, still nobody mentions so far.
The present utility model people is engaged in reservoir running operation many decades, face severe siltation at reservoir, but suffer from not having the moment of effective desilting countermeasure, produce the husky design of polynary desilting row, on the south to change reservoir be example, this reservoir is the reservoir that the nature overflow is drained off floodwaters, when the billowing mudflow of typhoon torrential rain is inserted reservoir, and overflow and what go out is light little muddy clear water, reservoir becomes a typical large-scale sand trap; It is interim that yet each flood comes, 6-10 days the flood that overflows is naturally arranged approximately, one annual mean has the excessive big vast chance about 56 days approximately, how can effectively utilize and to hold overflowing naturally big vast opportunity of this preciousness, with the huge long-pending mud disturbance that is deposited on flood spillway before the dam, the row's beach volleyball flood tunnel vestibular come-up of kicking up, form the muddy water kenel of high concentration, along with the huge flow rate of overflow waterpower is carried under one's arms, reach the purpose of efficient removing reservoir sedimentation.
The utility model content
In order to solve the problems of the technologies described above, the utility model proposes the husky and mud disturbance device of a kind of row, it comprises:
At the reservoir husky hydrotechnical construction place of drainning off floodwaters at least one submerged water mud agitating device is set, wherein submerged water mud agitating device front end arranges at least one pipe that prolongs to vestibular mud accumulation area, prolong pipe along the reservoir pipeline power supply that the leading edge below installing of husky hydrotechnical construction controls usefulness that drains off floodwaters, this pipeline power supply prolongs pipe and is connected on the bank in the control room, with the remote control buttons start-up operation; By in the above-mentioned husky hydrotechnical construction that drains off floodwaters and dilution and waterpower suction effect, remove the drain off floodwaters vestibular mud of husky hydrotechnical construction of reservoir automatically.
Further, wherein for enlarging the husky zone of row, the water side of described row is husky and mud disturbance device is extended along the storehouse bed and is laid penstocks to vestibular and reservoir and let out in the three-dimensional streaming fluidised form district band that the Hong Shisuo that overflows presents.
Further, wherein at the reservoir husky hydrotechnical construction vestibular that drains off floodwaters, and reservoir is let out in the three-dimensional streaming fluidised form district band that the Hong Shisuo that overflows presents, utilize the vertical fixing anchoring part to reach the husky and mud disturbance device with the described row of the floating Suo Yan pipe pendant of the buoy of water level automatic lifting, for reservoir weir Ju carries out arranging husky operation towards the silt desilting.
Reservoir in the utility model husky hydrotechnical construction that drains off floodwaters refers to reservoirs such as overflow weir, flood spillway, the row's beach volleyball flood tunnel husky engineering services that drain off floodwaters.The utility model is installed fixedly submerged water water cutter jet mud disturbance device of at least one seat in the appropriate location of reservoir hydrotechnical constructions such as the underwater of reservoir overflow weir, flood spillway wall or row's beach volleyball flood tunnel; In the excessive flood of reservoir or flood discharge, drain off floodwaters, on the hydrotechnical construction of row's sand, select solution space, water conservancy project mechanical devices such as water cutter jet are set, and with the pipeline power supply extend to the top control room, land, when reservoir needs flood discharge or the flood that overflows, drain off floodwaters, when row is husky, cooperate and start the utility model, to accumulate in overflow weir, flood spillway, row's beach volleyball flood tunnel vestibular and reservoir are let out the flood that overflows, drain off floodwaters, row Sha Shisuo presents the mud in the three-dimensional streaming fluidised form district band, with high pressure equipment disturbance impact grinding cracking such as water jets under high pressure and high speed agitators, the mat flood spillway, special space function-neutralization dilution waterpower suction effect that vestibulars such as row's beach volleyball flood tunnel have, it is big vast that reservoir is overflow, arrange near the fixed heavy mud crack solution of storehouse bed of husky facility vestibular, by freely flowing, the flow velocity that drains off floodwaters of gravity current, flow is carried under one's arms, dense muddy water mud continues along mighty torrent and following injection flood spillway, row's beach volleyball flood tunnel safety harmless emission, reach before the dam and the effective disturbance eliminating of key area mud, and can let out the Hong Shisuo that overflows at reservoir and present in the three-dimensional streaming fluidised form district band, the alluvial face that extends in arranges that penstocks are downwards to the mud high-pressure spray; Also can link grappling work floating platform and hang the operation of this device from above, enlarge the husky zone of row; Utilize mighty torrent, utilize the water yield of releasing to arrange sand synchronously, effectively reduce sedimentation elevation before the dam.
Be fixed on storage dam, flood spillway, the undersurface the utility model device of row's beach volleyball flood tunnel hydro-structure body processing safety height, can all weather operations under worst weather.Apparatus platform can according to each reservoir environmental facility individually the selected pipeline power supplys that are fit to the positions installing, control prolong pipe and may extend on the bank in the control room, operate with remote control buttons.
The utility model reservoir storage dam, flood spillway, row's beach volleyball big vast tunnel row's Sha worker's method and mud disturbance (high pressure equipment such as high pressure heavy water group Pu and high speed agitator) device is fixed on the excessive flood of underwater reservoir, overflow, row's sand, the hydrotechnical construction appropriate location of drainning off floodwaters; Oppositely install with the heavy water of high-pressure anti-wear group Pu, the discharge pressure water pipe extended downwards lay to the mud target area, directly aim at the mud that is deposited in vestibular with water jets under high pressure, and be aided with high pressure equipment such as agitator and stir and raise, mud is impacted broken muddyization of the cracking come-up of stirring, in conjunction with overflow weir, flood spillway, what row's beach volleyball flood tunnel had when discharging water freely flows, gravity current special space function, with in the mud and the dilution suction of moment all carrying under one's arms, can polluted-water, can the floating water surface, can not go back to long-pending bottom of the reservior, apparatus is fixed on undersurface flood spillway guide wall or overflow weir vertical plane leading edge below, arrange flood discharge channel appropriate location, husky road, controlling circuit prolongs pipe and is located at land button remote control, facility and operator safety raising, but can still safety work under worst typhoon torrential rain situation.
The utility model utilizes when overflowing big vast flood discharge in the reservoir, current be subjected to environment landform, delivery port position influence present three-dimensional streaming fluidised form (meaning is water body chute order overfall gap, sediment ejection opening, the weif orifice characteristic of drifting about downstream) in this district's band 1. in the laying of underwater alluvial face penstocks, jet orifice, cause the inject high pressure water column.2. on the water surface, set up the work floating platform, utilize flow characteristic to hang operation with this device, carry out desilting row silt synchronously and enlarge the husky effect of row.
The utility model utilizes reservoir waterpower to arrange husky good opportunity, take out mud in the fine sediment of reservoir build-up areas with tradition, the defeated mud mode of the water surface, bottom of the reservior, dredging tube, when reservoir drains off floodwaters sand, mud conduit outlet end is imported the husky facility vestibular that drains off floodwaters, increase the husky capacity that contains of waterpower row sand, utilize the gravity current that has when above-mentioned facility row is husky to discharge water, freely flow, waterpower special space function such as mouth of pipe stream, with in the mud and dilute the suction of carrying under one's arms between suitable.
The utility model is reservoir, weir Ju implements the husky supporting worker's method of front end of waterpower row, device one is submerged water (water cutter jet) mud agitating device fixedly, it is the acquisition floating platform, the diving underwater operation of boats and ships type and hydrocone type desilting, suction type is taken out the mud ship, advantage with various desiltings such as reference Sewage Plant sedimentation basins, and improve its shortcoming, application innovation is provided at the reservoir overflow weir, flood spillway, the drain off floodwaters appropriate location of husky tunnel (concrete structure facility), fixed submerged water (water cutter jet) mud disturbance device is set, cooperate reservoir at the flood that overflows, when flood discharge or row's beach volleyball flood tunnel row are husky, this device of pushbutton enable simultaneously, can operate automatically according to setting the turn mode, with high pressure equipment such as water jets under high pressure and high speed agitators, aim at overflow weir, flood spillway, vestibular mud target area, husky road drains off floodwaters, the mud face of piling up is broken disturbance, making it cracked kicks up, the mat overflow weir, flood spillway, row's beach volleyball flood tunnel have freely flow or the special space function of gravity current-with the mud of disturbance, according to neutralization dilution principle and waterpower suction effect, flood spillway, row's beach volleyball flood tunnel, the formed muddy water of mud pool moment all discharges before the dam, and can present in the three-dimensional streaming fluidised form district band at above-mentioned facility front end and the reservoir Sha Shisuo that drains off floodwaters, prolong pipe at the alluvial surface layer and lay out the water pressure water pipe, water jet produces the high-pressure injection current downwards, disturbance mud, can also hang the operation of this equipment by the unsteady working platform of grappling, enlarge the husky zone of the row of overflowing, guarantee that water inlet is choked up with silt never, can dirty reservoir water body, can operate at any time husky opportunity arbitrary best row, increase the husky amount of row, the safety of the husky operating personnel of the row of guarantee and equipment, ease of Use, reduce investment outlay, advantages such as material-saving saving of labor.
When the utility model worker method and device overflow flood or flood discharge naturally with reservoir, or row's beach volleyball flood tunnel discharges water when arranging sand, operation simultaneously takes into account gain row sand needs, the high year reservoir-serious reservoir that deposits in will becoming, effectively desilting, one of necessity equipment that water valve equipment is saved from damage.
Description of drawings
Fig. 1: the floor map of the utility model reservoir overflow weir row sand and mud disturbance device.
Fig. 2: the elevational schematic view of the utility model reservoir overflow weir row sand and mud disturbance device.
Fig. 3: the floor map of the utility model reservoir spillway row sand and mud disturbance device.
Fig. 4: the elevational schematic view of the utility model reservoir spillway row sand and mud disturbance device.
Fig. 5: the floor map of the utility model reservoir row beach volleyball flood tunnel row's sand and mud disturbance device.
Fig. 6: the elevational schematic view of reservoir row beach volleyball flood tunnel row's sand and mud disturbance device.
Fig. 7: institute presented three-dimensional streaming fluidised form district band plan view when the utility model reservoir overflow flood, flood discharge, row's beach volleyball flood.
Fig. 8: the schematic diagram of the floating Suo Yan pipe of the utility model vertical fixing anchoring part and water level automatic lifting buoy.
Fig. 9: the utility model reservoir drains off floodwaters, and the row of husky facility is husky to prolong pipe with mud disturbance device discharge pressure water pipe and lays plane signal A figure.
Figure 10: the utility model reservoir drains off floodwaters, and the row of husky facility is husky to prolong pipe with mud disturbance device discharge pressure water pipe and lays facade signal A figure.
Figure 11: the utility model reservoir drains off floodwaters, and the row of husky facility is husky to prolong pipe with mud disturbance discharge pressure water pipe and lays plane signal B figure.
Figure 12: the utility model reservoir drains off floodwaters, and the row of husky facility is husky to prolong pipe with mud disturbance discharge pressure water pipe and lays facade signal B figure.
Figure 13: the utility model reservoir drains off floodwaters, and the row of husky facility is husky to prolong pipe with mud disturbance discharge pressure water pipe and lays plane signal C figure.
Figure 14: the utility model reservoir drains off floodwaters, and the row of husky facility is husky to prolong pipe with mud disturbance discharge pressure water pipe and lays facade signal C figure.
Figure 15: the traditional type people injects the husky facility facade signal A that drains off floodwaters and schemes for taking out the defeated mud of mud, dredging tube.
Figure 16: the traditional type people injects the husky facility facade signal B that drains off floodwaters and schemes for taking out the defeated mud of mud, dredging tube.
Figure 17: the traditional type people injects the husky facility plane signal C that drains off floodwaters and schemes for taking out the defeated mud of mud, dredging tube.
Figure 18: the traditional type people injects the husky facility facade signal D that drains off floodwaters and schemes for taking out the defeated mud of mud, dredging tube.
The critical element symbol description
(1) reservoir
(10) the reservoir husky hydrotechnical construction that drains off floodwaters
(11) leading edge below
(12) the pipeline power supply prolongs pipe
(13) control room
(14) with the floating Suo Yanguan of water level automatic lifting buoy
(141) buoy
(15) vertical fixing anchoring part
(151) vertical fixing master steel (cable) rope
(152) secondary steel (cable) rope of vertical fixing
(153) mooring anchor hangs down
(16) working platform
(17) long distance alignment
(18) shoal materials
(19) water jets under high pressure and agitator
(20) submerged water mud disturbance device
(21) mud
(22) neutralization dilution and waterpower suction effect
(23) concentrate to inject overflow weir, flood spillway, the tunnel that drains off floodwaters, arrange husky gate tunnel
(24) moment discharges
(25) three-dimensional streaming fluidised form district band
(26) water surface pipeline
(30) mud accumulation area
The specific embodiment
Describe embodiment of the present utility model below in detail, the example of described embodiment is shown in the drawings, and wherein identical or similar label is represented identical or similar elements or the element with identical or similar functions from start to finish.Be exemplary below by the embodiment that is described with reference to the drawings, only be used for explaining the utility model, and can not be interpreted as restriction of the present utility model.
See also Fig. 1 to shown in Figure 14, the utility model is in the drain off floodwaters leading edge below 11 of husky hydrotechnical construction (being that overflow weir, reservoir drain off floodwaters, arrange husky engineering services) 10 of reservoir, installation arranges at least one submerged water (water cutter jet) mud disturbance device 20, these submerged water mud disturbance device 20 front ends arrange at least one pipe 26 that prolongs to vestibular mud accumulation area 30 and reservoir overflow, flood discharge, row's beach volleyball flood three-dimensional streaming fluidised form district band 25 that time presents, to produce injection stream, high-pressure spiral ripple.In addition along the drain off floodwaters leading edge below 11 of husky hydrotechnical construction 10 of reservoir, the pipeline power supply that installing is controlled prolongs manages 12, is connected on the bank in the control room 13, enables operation with remote control buttons.And centered by reservoir drains off floodwaters husky hydrotechnical construction 10, cooperate Fig. 1, Fig. 2 and shown in Figure 8, to come cooperating platform 16 to hang submerged water mud disturbance device 20 with the floating Suo Yan pipe 14 of water level automatic lifting buoy and vertical fixing anchoring part 15, enlarge the husky operating area of row to vestibular mud accumulation area 30 and three-dimensional streaming liquid zone band 25 with long distance alignment 17.
See also Fig. 5, shown in Figure 6, the utility model is near reservoir husky hydrotechnical construction (being that reservoir drains off floodwaters, arranges husky tunnel face) 10 11 appropriate positions, the leading edge below husky road junction of drainning off floodwaters of drainning off floodwaters, installation arranges at least one submerged water mud disturbance device 20, but its outlet pipe delivery port direct injection flow to hole vestibular mud accumulation area 30, also can prolong pipe and lay to vestibular mud accumulation area 30 and the three-dimensional streaming fluidised form district band 25 away from from the hole, produce high pressure jet stream, high-pressure spiral ripple.In addition along drainning off floodwaters husky tunnel face submerged water mud disturbance device 20, the pipeline power supply that installing is controlled prolongs pipe 12, and running remote control buttons to the control room 13 are on the bank operated.And centered by reservoir drains off floodwaters the tunnel face of husky hydrotechnical construction 10.Cooperating platform 16 in vestibular mud accumulation area 30 and three-dimensional streaming liquid zone band 25 zones enlarges the husky zone of row to hang submerged water mud disturbance device 20.
As shown in Figure 8, below vertical fixing anchoring part 15, hang mooring anchor respectively with vertical fixing master steel (cable) rope 151 and secondary steel (cable) rope 152 of vertical fixing and hang down 153 in shoal materials 18 tops; Be hung with buoy 141 with the water level automatic lifting and manage 14 belows with the floating Suo Yan of water level automatic lifting buoy.
Extremely shown in Figure 6 as Fig. 1, when reservoir overflows flood or flood discharge naturally, or drain off floodwaters, when arranging husky road and arranging husky operation, cooperate and start submerged water mud disturbance device 20, drain off floodwaters the shoal materials 18 of husky facility vestibular with water jets under high pressure and disturb and mix device 19 powerful disturbances accumulating in reservoir, broken, cracking, muddyization and the mud of kicking up 21, institute presents three-dimensional streaming liquid zone band 25, the mat flood spillway, overflow weir, special space function-neutralization dilution and waterpower suction effect 22 that row's beach volleyball flood tunnel has, concentrate and inject overflow weir, flood spillway, the tunnel drains off floodwaters, arrange husky gate tunnel 23, the silt muddy water of the high concentration injecting tank husky hydrotechnical construction 10 that drains off floodwaters that continues to carry under one's arms is discharged 24 with the husky road moment of drainning off floodwaters.
Consult Figure 15 to shown in Figure 180, the traditional type people takes out the elevational schematic view that the defeated mud of mud, dredging tube injects the husky facility that drains off floodwaters, the shoal materials 18 that will in reservoir 1, extract, after extracting with submerged water mud disturbance device 20, with water surface pipeline 26 from the water surface or alluvial face guide to reservoir husky hydrotechnical construction 10 vestibulars that drain off floodwaters.
Moreover the utility model is a kind of reservoir overflow weir, flood spillway, row's beach volleyball flood tunnel desilting row's husky wound novel construction method and device; Utilize reservoir facility flood manipulate to discharge water, arrange husky pattern, mat overflow weir, flood spillway, row's beach volleyball flood tunnel have freely flow, the special space function of gravity current, to install this device or to fail mud to take out mud in overflow weir, flood spillway, appropriate location, row's beach volleyball flood tunnel, inject the vestibular mode, can easyly take full advantage of the accurate vestibular mud of effectively getting rid of of the water yield that unnecessary needs drain off floodwaters again, and can enlarge the husky zone of row, promote the husky effect of row.
On the south to change reservoir be example: suppose each typhoon torrential rain event, when the reservoir full water, the overflow weir of setting then begins the nature overflow, and clear water or light muddy water are discharged naturally; But as the time spent for double as row sand, can cooperate to start the native system device, suppose that each typhoon torrential rain event has overflow in 8 days approximately.Annual mean has typhoon torrential rain event approximately 7 times, and is as follows according to facility energy, desilting efficiency data budgetary estimate: day desilting row silting-up 60,000m
3Each desilting row silting-up 60,000m
3* 8 days=480,000m
3Annual desilting row silting-up 480,000m
3* 7 times=3,360,000m
3
On the south to change reservoir be example: more than the about 5～100CMS of the overflow weir amount of drainning off floodwaters, sand content accounts for 2 percent, this worker subtraction unit quantity can be adjusted at random according to the magnanimity of overflowing, sediment concentration about 100,000ppm, turbidity is about 74,000NTU, and this numerical value is in rivers and creeks, downstream torrential rain drains off floodwaters its sand content scope of allowing.
1, the utility model worker method and mud disturbance device, be set directly on the hydraulic structures such as the undersurface overflow weir of reservoir, flood spillway guide wall and the tunnel that drains off floodwaters, the husky tunnel of row, equipment and personal security, easy and simple to handle, as long as by land in the control room button far-end remote control operate.
2, the utility model device is fixed, set up its outlet pipe zone (can according to design automatically revolution, adjustable angle) that aims at the mark downwards and also can prolong pipe to the mud build-up areas than long distance such as vestibular, operation directly touches with water jets under high pressure, agitator etc. and impacts mud easily, exempting the platform boats and ships can't or be difficult for grappling, can't approach and aim at the hole, necessary underwater operation, and work is dangerous, very brief big shortcoming of working time.
3, the utility model water cutter fluidic device can one or more groups arranges according to the purpose demand, also can select individual event, multinomial, independent, the operation organizing more or start simultaneously.
4, the visual demand of the utility model is acquired the High-Pressure Compressor aeration, strengthens the silt come-up, promotes the husky efficient of row.
5, be held under the worst weather-also be husky opportunity, the still husky operation of the row of execution safely of best row when the typhoon torrential rain is attacked.
6, as there is not the utility model, naturally excessive flood or the flood discharge of flood spillway operating gate separately, or open separately and drain off floodwaters, scouring sluice drains off floodwaters, when arranging husky operation, it is extremely limited to arrange husky effect, reservoir just looks like to be a superhuge sand trap after all, flood one, warehouse-in silt major part has all precipitated in middle and upper reaches, arrange husky tunnel and also can only get rid of near a small amount of mud husky road junction, but as the utility model operation is added in cooperation, the cooperation vestibular waterpower of enthusiasm dashes silt and waterpower row is muddy, utilize the unnecessary big yield that will release, hold spoil disposal sand under the arm, just can significantly increase sediment outflow concentration and improve the husky efficient of row.
7, cost of equipment is saved, and can save the high expense of platform ship equipment and difficulty of construction such as towing and grappling.
8, the utility model after installing, can await orders in 24 hours at any time, continued operation mobility height, do not need the platform ship equipment to mobilize, restore time-consuming and the water surface, professional high-risk work group manpower under water.
9, can cooperate the terrain demand, centered by excessive, flood-relief channel, row's beach volleyball flood tunnel, letting out the Hong Shisuo that overflows at reservoir presents in the three-dimensional streaming fluidised form district band, under water alluvial face lay penstocks carry out injection stream dash become silted up, can also be with vertical anchoring part and the floating platform buoy cooperating platform of water level automatic lifting, hang this device and carry out the multimachine synchronization job with long distance alignment fixed point etc., artificially tradition is taken out mud, the defeated mud of dredging tube long distance injects facility vestibular mode, enlarges the husky zone of row and the husky efficient of row in overflow weir, flood spillway, flood discharge channel, the husky road of row.
10, the utility model is taken out mud ship, all shortcomings of sub aqua diving apparatus for work to water surface floating platform, boats and ships type in the past and is all forgone and overcome and improved and progress greatly.
11, the utility model can be installed execution at any time, the environmental assessment operation when not costing.
Comprehensive the above, reservoir overflow weir of the present utility model, flood spillway, row's beach volleyball flood tunnel is arranged Sha worker's method and fixedly submerged water water cutter jet mud disturbance device is set, for strengthening overflow weir, flood spillway, the logical husky facility of artificial supporting machinery that row's beach volleyball flood tunnel waterpower row is husky, have tradition now reservoir when overflowing flood or the flood discharge of manually-operated gate naturally, be that simple sluicing is drained off floodwaters or drained off floodwaters in row's beach volleyball flood tunnel, arrange husky operation, let alone just natural drainage, arrange the thinking of husky passive passiveness, changing into increases machinery, the auxiliary muddy strong actively idea of the row of becoming silted up of dashing of waterpower, gain waterpower is arranged husky efficient.In the excessive big vast flood discharge of reservoir, concrete hydrotechnical constructions such as row's beach volleyball flood tunnel are in appropriate location, underwater installing fixed bearing stage, heavy water high pressure water pumper (wear-resisting type of anti-sand is oppositely installed) or the formed water jets under high pressure jet disturbing type of water jetting at high pressure machine of having simultaneously with large-scale high pressure and high flow capacity impact overflow weir, flood spillway, row's beach volleyball flood tunnel vestibular alluvial body, and be aided with vortex agitator and accelerate pulverize muddyization and kick up, moment effect such as mat waterpower gravity waits row husky, and can let out the Hong Shisuo that overflows at reservoir and present to extend in the three-dimensional streaming fluidised form district band and penstocks are set produce injection stream, enlarge overflow weir, flood spillway, the husky zone of vestibular row, row's beach volleyball flood tunnel, no matter reservoir level lifting, be not subjected to typhoon heavy rain weather ambient influnence, at any time can cooperate desilting to arrange husky running operation according to the instruction of water reservoir management unit is instant, enlarge the husky effect of row, the husky efficient of gain row, save time, the assurance space on husky opportunity of drainning off floodwaters, efficiency cost, the function that operating cost, energy conservation are muddy with utilizing superfluous water resource desilting row and the target of simple and safe operation efficient.Its practical effect particularly is applied to overflow weir and drains off floodwaters, arranges husky tunnel person when unquestionable, and its effect more shape is remarkable.
Embodiment shown in above foundation is graphic describes structure of the present utility model, feature and action effect in detail; the above only is preferred embodiment of the present utility model; but the utility model does not limit practical range with shown in the drawing; every change of doing according to conception of the present utility model; or be revised as the equivalent embodiment of equivalent variations; when not exceeding manual yet and illustrating contain spiritual, all should be in protection domain of the present utility model.
Claims (3)
1. arrange husky and mud disturbance device for one kind, it is characterized in that:
At the reservoir husky hydrotechnical construction place of drainning off floodwaters at least one submerged water mud agitating device is set, wherein submerged water mud agitating device front end arranges at least one pipe that prolongs to vestibular mud accumulation area, prolong pipe along the reservoir pipeline power supply that the leading edge below installing of husky hydrotechnical construction controls usefulness that drains off floodwaters, this pipeline power supply prolongs pipe and is connected on the bank in the control room, with the remote control buttons start-up operation; By in the above-mentioned husky hydrotechnical construction that drains off floodwaters and dilution and waterpower suction effect, remove the drain off floodwaters vestibular mud of husky hydrotechnical construction of reservoir automatically.
2. device as claimed in claim 1 is characterized in that:
Wherein for enlarging the husky zone of row, the water side of described row is husky and mud disturbance device is extended along the storehouse bed and is laid penstocks to vestibular and reservoir and let out in the three-dimensional streaming fluidised form district band that the Hong Shisuo that overflows presents.
3. device as claimed in claim 1 is characterized in that:
Wherein at the reservoir husky hydrotechnical construction vestibular that drains off floodwaters, and reservoir is let out in the three-dimensional streaming fluidised form district band that the Hong Shisuo that overflows presents, utilize the vertical fixing anchoring part to reach the husky and mud disturbance device with the described row of the floating Suo Yan pipe pendant of the buoy of water level automatic lifting, for reservoir weir Ju carries out arranging husky operation towards the silt desilting.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW101213943U TWM445598U (en) | 2012-07-19 | 2012-07-19 | Desilting and silt disturbance apparatus of reservoir overflow weir, spillway, desilting and flood-carrying tunnel |
| TW101213943 | 2012-07-19 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203222771U true CN203222771U (en) | 2013-10-02 |
Family
ID=48091269
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013201330118U Expired - Fee Related CN203222771U (en) | 2012-07-19 | 2013-03-22 | Sand and sludge discharge disturbance device |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN203222771U (en) |
| TW (1) | TWM445598U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104032709A (en) * | 2014-06-20 | 2014-09-10 | 中建五局第三建设有限公司 | Urban river bend silt prevention method |
| CN105839586A (en) * | 2016-03-31 | 2016-08-10 | 马向前 | Silt reduction and removal facility for reservoir and operation method of silt reduction and removal facility |
| CN107787906A (en) * | 2017-11-24 | 2018-03-13 | 湖州西荡漾生态农业开发有限公司 | A kind of high-efficient solid aquaculture system |
| CN110284457A (en) * | 2019-07-02 | 2019-09-27 | 河海大学 | A method of administering channel deposits deposition |
-
2012
- 2012-07-19 TW TW101213943U patent/TWM445598U/en not_active IP Right Cessation
-
2013
- 2013-03-22 CN CN2013201330118U patent/CN203222771U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104032709A (en) * | 2014-06-20 | 2014-09-10 | 中建五局第三建设有限公司 | Urban river bend silt prevention method |
| CN104032709B (en) * | 2014-06-20 | 2015-10-28 | 中建五局第三建设有限公司 | Urban river bend silt prevention method |
| CN105839586A (en) * | 2016-03-31 | 2016-08-10 | 马向前 | Silt reduction and removal facility for reservoir and operation method of silt reduction and removal facility |
| CN107787906A (en) * | 2017-11-24 | 2018-03-13 | 湖州西荡漾生态农业开发有限公司 | A kind of high-efficient solid aquaculture system |
| CN110284457A (en) * | 2019-07-02 | 2019-09-27 | 河海大学 | A method of administering channel deposits deposition |
Also Published As
| Publication number | Publication date |
|---|---|
| TWM445598U (en) | 2013-01-21 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131002 Termination date: 20190322 |
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| CF01 | Termination of patent right due to non-payment of annual fee |