CN107192651A - A kind of tailing dam silting phenomena simulation device - Google Patents
A kind of tailing dam silting phenomena simulation device Download PDFInfo
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- CN107192651A CN107192651A CN201710376173.7A CN201710376173A CN107192651A CN 107192651 A CN107192651 A CN 107192651A CN 201710376173 A CN201710376173 A CN 201710376173A CN 107192651 A CN107192651 A CN 107192651A
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- 238000004088 simulation Methods 0.000 title claims abstract description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 196
- 238000012360 testing method Methods 0.000 claims abstract description 39
- 239000000725 suspension Substances 0.000 claims abstract description 27
- 238000002360 preparation method Methods 0.000 claims abstract description 19
- 239000000706 filtrate Substances 0.000 claims description 31
- 238000002474 experimental method Methods 0.000 claims description 29
- 238000003756 stirring Methods 0.000 claims description 27
- 230000006835 compression Effects 0.000 claims description 24
- 238000007906 compression Methods 0.000 claims description 24
- 239000000243 solution Substances 0.000 claims description 19
- 238000001914 filtration Methods 0.000 claims description 17
- 238000002156 mixing Methods 0.000 claims description 11
- 238000002347 injection Methods 0.000 claims description 10
- 239000007924 injection Substances 0.000 claims description 10
- 238000012544 monitoring process Methods 0.000 claims description 6
- 229920001971 elastomer Polymers 0.000 claims description 5
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims 1
- 239000002245 particle Substances 0.000 abstract description 16
- 230000008595 infiltration Effects 0.000 abstract description 3
- 238000001764 infiltration Methods 0.000 abstract description 3
- 230000007246 mechanism Effects 0.000 abstract description 2
- 238000011160 research Methods 0.000 description 25
- 238000009826 distribution Methods 0.000 description 16
- 230000008859 change Effects 0.000 description 13
- 230000035515 penetration Effects 0.000 description 9
- 238000010586 diagram Methods 0.000 description 6
- 239000003643 water by type Substances 0.000 description 6
- 230000008878 coupling Effects 0.000 description 5
- 238000010168 coupling process Methods 0.000 description 5
- 238000005859 coupling reaction Methods 0.000 description 5
- 239000007788 liquid Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000011026 diafiltration Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000011049 filling Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000011148 porous material Substances 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 230000009467 reduction Effects 0.000 description 3
- 230000003139 buffering effect Effects 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 150000002500 ions Chemical class 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 229920005479 Lucite® Polymers 0.000 description 1
- CDBYLPFSWZWCQE-UHFFFAOYSA-L Sodium Carbonate Chemical compound [Na+].[Na+].[O-]C([O-])=O CDBYLPFSWZWCQE-UHFFFAOYSA-L 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 230000001458 anti-acid effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000010419 fine particle Substances 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011068 loading method Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000004926 polymethyl methacrylate Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 238000012216 screening Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 238000007873 sieving Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N15/00—Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
- G01N15/08—Investigating permeability, pore-volume, or surface area of porous materials
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Abstract
The present invention relates to a kind of tailing dam silting phenomena simulation device, belong to mine Geotechnical Engineering field.The device includes suspension preparation facilities, water control device, filter, clogging test device, water control device is arranged on suspension preparation facilities upper end, water control device is connected by pipeline with suspension preparation facilities, filter is arranged on clogging test device upper end, one end of filter is connected with water control device and the other end is connected with clogging test device, and clogging test device is connected by pipeline with suspension preparation facilities.The present invention can be used for studying the silting phenomenon occurred in tailing dam body, study its occurrence condition and mechanism, different silting situations is studied by changing suspended particulate particle diameter and concentration, the particle diameter of porous media, water environment, the first-class condition of Infiltration water, it is intended to set up silting pattern discrimination system.
Description
Technical field
The present invention relates to a kind of tailing dam silting phenomena simulation device, belong to mine Geotechnical Engineering field.
Background technology
With the generation of Tailings Dam dam-break accident, increasing scientist, researcher are participated in Tailings Dam dam break
Among the research of mechanism, to seek to reach the purpose of effectively preventing and treating Tailings Dam disaster, wherein in research Tailings Dam dam break counter-dam body
The change of portion's structure is exactly one of important research link.
Tailings Dam stability study is related to the crossing domain of the related disciplines such as soil mechanics, hydraulics and sediment dynamics,
This is that Tailings Dam stability study brings difficulty, and tailing dam unstability is not caused by some factor, often multiple
The coefficient result of factor, is due to that internal factor such as pore structure etc. changes such as tail with external environment for its essence
Ore deposit dam increases loading, earthquake, rainfall etc., and the Guiding factor collective effect that external environment occurs as dam break makes to answer in Tailings Dam
The field of force, seepage field etc. change, so as to cause tailing dam unstability.
In tailings dam stability research, saturation is the important indicator for judging tailings dam stability, and the height of saturation
Low then by dam body infiltrative influence, dam body has good water penetration, and storehouse internal water accumulation can be excluded in time, reduces saturation,
Improve dam stability.Silting phenomenon is the phenomenon of generally existing in porous media, and many scholars carry out research to silting and shown
Silting can reduce porous media permeability, in tailing dam, the deposition of fine particle and delay or chemical ring in flow event
The change in border can cause the hole seepage channel in tailing dam body drain system to occur silting, reduce dam body permeability so that dam
Body saturated surface position is raised, and then can cause dam stability reduction even dam break, not only along with serious social shadow after dam break
The environmental effect for being difficult to reverse can also be brought by ringing.
The content of the invention
There is provided a kind of tailing dam seepage flow sludge plugging phenomena simulation device, the dress for the problem of present invention exists for prior art
Put by changing different-grain diameter porous media, shadow of the research porous media particle diameter to silting spatial-temporal distribution characteristic in transparent barrel mast
Ring rule；Particle diameter and concentration by changing suspended particulate etc., can study suspended particle characteristics to silting spatial-temporal distribution characteristic
Affecting laws；By controlling the spilling water return channel of different height, change percolate and infiltrate height, research percolate infiltrates water level change
Change the affecting laws to silting spatial-temporal distribution characteristic；By the control of pipeline and valve formed under upper with two kinds from bottom to up
It is percolated direction loop, the different silting spatial-temporal distribution characteristic rules infiltrated under the conditions of direction of research；Various factors coupling can also be studied
Under the conditions of silting spatial-temporal distribution characteristic rule.
The present invention is for the technical scheme that uses of its technical problem of solution：
A kind of tailing dam silting phenomena simulation device, including suspension preparation facilities, water control device, filter, clogging test
Device, water control device is arranged on suspension preparation facilities upper end, and water control device is connected by pipeline with suspension preparation facilities, mistake
Filter device is arranged on clogging test device upper end, and one end of filter is connected with water control device and the other end is filled with clogging test
Connection is put, clogging test device is connected by pipeline with suspension preparation facilities.
The suspension preparation facilities include fixed station I 1, tank diameter 2, agitator, motor 3, storage tank 4, suction pump 5,
Water injection pipe 6, drainpipe 7, the water pump outlet pipe 8 that draws water, cover plate 9, flowmeter 10, tank diameter 2 are arranged on the center of fixed station I 1, stirring
Device, motor 3 are arranged on the bottom of tank diameter 2, and the output end of motor 3 is connected with agitator, and storage tank 4 is arranged on fixed station I 1
End, suction pump 5 is fixedly installed on the inner bottom surface of storage tank 4, and the water pump outlet pipe 8 that draws water is extended to outside the wall of storage tank 4 and with controlling water
Device is connected, and cover plate 9 is arranged on the top of storage tank 4, and water injection pipe 6 is arranged on cover plate 4, and flowmeter 10 is arranged on water injection pipe 6
On, drainpipe 7 is arranged on the bottom of storage tank 4.
The agitator include agitating shaft fixed seat 11, agitating shaft 12, agitating shaft drive 13, stirring support column 14, stir
Arm 15, stirring vane 16 are mixed, the output end of motor 3 is provided with motor drive 17, and agitating shaft fixed seat 11, which is fixedly installed on, to be stirred
The bottom of groove 2 is mixed, agitating shaft 12 is vertically arranged in agitating shaft fixed seat 11, and agitating shaft drive 13 is fixedly installed on agitating shaft 12
It is engaged above and with motor drive 17, stirring support column 14 is vertically arranged in the inner bottom surface of storage tank 4, stirring support column 14 is set
It is equipped with central through hole, central through hole and agitating shaft 12 is set, mixing arm 15 is fixedly installed on the top of agitating shaft 12, mixing arm 15
The agitating paddle for being symmetrical with agitating shaft 12 is provided with, is existed if being provided with agitating paddle between dried layer stirring vane 16, stirring vane
Gap, can reduce resistance during stirring, and agitating shaft can up time or inverse time rotation, it is possible to decrease the sedimentary effect of particle simultaneously makes stirring
It is more uniform.
The water control device includes support bar 18, water regulator 19, demarcation strip 20, return pipe 21, experiment water inlet pipe 22, support
Bar 18 is fixedly installed on the top of fixed station I 1, and water regulator 19 is fixedly installed on the top of support bar 18, and demarcation strip 20 is vertically arranged in
In water regulator 19 and water regulator 19 is divided into intake chamber 23 and backwater room 24, return pipe 21 is arranged on the bottom of backwater room 24, water inlet
The bottom of room 23 is provided with flexible pipe, and flexible pipe is connected with the water pump outlet pipe 8 that draws water, and experiment water inlet pipe 22 is arranged on the side wall of intake chamber 23, real
Test water inlet pipe 22 to connect with filter by removable hose, water regulator 19 can ensure many provided with intake chamber 23 and backwater room 24
Remaining suspension is not spilt over, and is back to by the return pipe 26 on the wall of backwater room 24 in storage tank, realizes that solution is circulated.
Further, it is provided with experiment water inlet pipe 22 on experiment water intaking valve 25, return pipe 21 and is provided with back-water valve (BWV) 26.
The clogging test device includes fixed station II 27, silting device 28, the upper strata of silting device 28 for filtrate part and under
Layer is sample component, and top cover 29, silting device water inlet pipe 30, solution conduit 31, buffer board I 32, buffer board II 33, top cover 29 are arranged on
Filtrate part top, silting device water inlet pipe 30, solution conduit 31 are fixedly installed on top cover 29, and buffer board I 32 is fixedly installed on filter
The inwall of liquid part, buffer board II 33 is flexibly connected below buffer board I 32, and the side wall of filtrate part is from top to bottom provided with excessive
Water return channel I 34, spilling water return channel II 35, spilling water return channel III 36, upper overflow pipe 37, spilling water return channel I 34, spilling water return channel
II 35, spilling water return channel III 36 passes through spilling water return duct I 38, spilling water return duct II 39, spilling water return duct III 40 and water storage respectively
Case 4 is connected, and the upper bottom of overflow pipe 37 is provided with lower overflow pipe 41, and sample component is fixedly connected on filtrate component bottom ends, sample portion
The side wall of part is provided with water pressure monitoring pipe 42, and sample component inwall is fixedly installed filter screen I 43, and the side wall of sample component, which is fixed, to be set
Saturation pipe 44 is equipped with, saturation pipe 44 is located at the lower section of filter screen I 43, and the bottom of sample component is fixedly installed under funnel 45, funnel 45
Side is tiltedly installed with water-accepting board 46, and the side wall of sample component is fixedly installed lower drainpipe 47, lower drainpipe 47 and water-accepting board 46
Bottom connection, lower drainpipe 47 extended in NetStream Collector 48, and NetStream Collector 48 is arranged on the side of fixed station II 27, under
Drainpipe 47 is connected with lower overflow pipe 41.
Buffering twice for the buffer board I 32 and buffer board II 33 plays reduction solution to rushing that top layer sample strip is come jointly
Hit and reduce the purpose of the destruction to experimental phenomena.
The spilling water return channel I 34, spilling water return channel II 35, spilling water return channel III 36 ensure the experiment of different heights of water level
It is required that, and be connected to respectively by spilling water return duct in storage tank, realize that solution is circulated.
Further, the clogging test device also includes agitator 49, and agitator 49 is fixedly installed on top cover 29, stirred
The agitating paddle for mixing device 49 is extended in filtrate part, and the bottom of agitating paddle is arranged in the centre bore of buffer board I 32；Upper overflow pipe
It is provided with to be provided with underflow water valve, saturation pipe 44 on overflow water valve, lower overflow pipe 41 on 37 and is provided with full water valve, lower drainpipe
Lower draining valve is provided with 46, the current that can form different circuit by controlling overflow water valve, underflow water valve and lower draining valve lead to
Road, carries out the experiment under the conditions of different directions, the bottom of funnel 45 is provided with funnel draining valve.
Further, transmissometer 50, flowmeter 51 are additionally provided with lower drainpipe 47, can be carried with flowmeter with reference to transmissometer
The accuracy of high Test Data Collecting, and it is simple to operate.
Further, filtrate part includes more than 2 transparent cylinders that are fixedly and coaxially connected, sample component including 4 with
On the transparent cylinder that is fixedly and coaxially connected, be additionally provided with rubber washer between transparent cylinder, rubber washer can ensure the close of barrel mast
Closing property, barrel mast is detachable, and layering screen sample can be carried out to sample after experiment.
The filter includes filter 52, fix bar 53, filter screen II 54, compression plate I 55, compression plate II 56, air inlet
Pipe 57, air pump, filter 52 are arranged on clogging test device upper end and are fixed on by fix bar 53 on fixed station II 27, filtering
Coarse filtration room 58, smart filter chamber 59 are provided with device 52, smart filter chamber 59 is arranged on the lower section of coarse filtration room 58, and filter screen II 54 is set
In the bottom of coarse filtration room 58, compression plate I 55 is fixedly installed on the lower end of filter screen II 54, and the flexible setting of compression plate II 56 is in compression plate I
55 lower sections, one end of air inlet pipe 57 is located at the lower section of compression plate I 55 and is arranged on the top of compression plate II 56, and the other end is connected with air pump,
Air pump is arranged on the outside of filter 52, and filter is used to carry out silting phenomenal research when clear water injects；When turbid solution injects, filtering
Device is not attached on tailing dam silting phenomena simulation device, only need to be carried out experiment water inlet pipe by flexible pipe and silting device water inlet pipe
Connection.
The coarse filtration room 58 of the filter 52 is engaged with smart filter chamber 59, and the ion that double filterings can be reduced in filtrate is dense
Degree.
The application method of the present invention：
The opening and closing in water pressure monitoring hole should be tested before experiment, and ensures the connection of water pressure monitoring hole and pressure-measuring pipe, checks that each valve can
Opening and closing situation, in case influence process of the test is carried out；Get out test the suspended particulate of requirement, water in advance with being situated between as porous
The tailings particles of matter, are then filled to the transparent tube of silting device, and sample carries out layering filling, followed by sample saturation, closes
Close funnel draining valve, close overflow water valve, open full water valve, saturation pipe is connected external water source, saturation history from the bottom to top, often
One layer of sample is loaded, saturation is carried out to it immediately, operated repeatedly, until completing sample filling and saturation history, the part operation
After the completion of, close full water valve；The particle that will act as suspension is put into storage tank, is then injected by water injection pipe into storage tank
It is required that suspension concentration institute water requirement, then opens motor, operationalize agitator, complete suspension and make；Then open
The percolate made is drawn up into solution water inlet water control device after experiment water intaking valve, back-water valve (BWV), opening suction pump and enters intake chamber,
When overflowing into backwater room Deng percolate and being back to storage tank, experiment water intaking valve is opened, percolate enters clogging test device；When oozing
Filtrate outflow it is pre-determined enter the corresponding spilling water return channel I of sepage water level, spilling water return channel II or the position of spilling water return channel III
When, underflow water valve is closed, lower draining valve is opened, and transmissometer is opened, flowmeter then opens funnel draining valve, on-test；
When need to change infiltration direction from bottom to up, dress sample and saturation history are same as above, full water valve are closed after saturation, by suction pump
It is connected by flexible pipe with saturation pipe, closes funnel draining valve, closed lower draining valve, open overflow water valve, is opened lower draining valve, ooze
When filtrate is pumped into silting device by suction pump by saturation pipe, full water valve is opened, process of the test starts.
（1）By changing different-grain diameter porous media, space division when research porous media particle diameter is to silting in transparent barrel mast
The affecting laws of cloth feature：
In the sample layer of clogging test device, test of many times changes the porous media of variable grain size every time（Now formed
Pore channel is in different size）, then put suspension（Granular size inside suspension is constant）, suspended during seepage flow
Particle in liquid can be deposited（Occurs silting）, because pore channel is in different size, the sedimentary characteristic of formation can not yet
Equally, after certain time, device is split, particle screening is carried out to various sample layer, the experiment of different height barrel mast is studied
Gradation situation, and then according to grading analysis result, the distribution rule of silting occur for the porous media of analysis variable grain size
Rule；
（2）Particle diameter and concentration by changing suspended particulate etc., can study suspended particle characteristics to silting spatial-temporal distribution characteristic
Affecting laws：
Sample layer porous media without change, change suspension in suspended particulate size, suspended particulate it is in different size,
The sedimentary characteristic of generation also can be different, and what is had is deposited on surface, and what is had is deposited on inside, same to occur after silting, by
Grain analysis, studies the time space distribution of the silting now occurred（Mainly shadow of the suspended particulate of different-grain diameter to silting
Ring）；
（3）By controlling the spilling water return channel of different height, change percolate and infiltrate height, research percolate infiltrates SEA LEVEL VARIATION
To the affecting laws of silting spatial-temporal distribution characteristic：
There are three overflow devices on the left of filtrate layers, the spilling water return channel of different height is chosen according to different water levels, filtrate water level is not
Together, filtrate will be different into the speed of sample layer, will result in the different distributions of particle alluvial, now, it is possible to study
Influence of the water level to silting（Main analog：During heap dam, water level constantly rises, therefore is provided with three height
Overflow device）；
（4）Formed under upper to enter with two kinds from bottom to up diafiltration direction loops, research difference by the control of pipeline and valve
Ooze the silting spatial-temporal distribution characteristic rule under the conditions of direction：
When need to change infiltration direction from bottom to up, dress sample and saturation history are same as above, full water valve are closed after saturation, by suction pump
It is connected by plastic flexible pipe with saturation pipe, closes funnel draining valve, closed lower draining valve, open overflow water valve, opens lower draining
Valve, when percolate is pumped into by suction pump by saturation pipe in the transparent tube of silting device, opens full water valve, process of the test starts；
Experiment from bottom to up is contrasted with experiment from top to bottom, the different silting space-times infiltrated under the conditions of direction can be studied
Distribution characteristics rule；
（5）Study silting spatial-temporal distribution characteristic rule under the conditions of various factors coupling：
Various factors coupling is exactly, several factors of the above, and two or more change together, and soda acid is added into filtrate by solution conduit
Middle its water environment of change, realizes various factors coupling, the silting situation and its characteristic distributions of research now；
Beneficial effects of the present invention：
（1）Tailings Dam penetration clogging research device of the present invention, available in the transparent barrel mast of different porous medias it is replaceable not
The spilling water of different height is provided with particle diameter porous media sample, suspended particulate different-grain diameter, various concentrations condition, different water levels
Return channel, difference infiltrate direction by pipeline and valve can be formed under upper with the conditions of two kinds from bottom to up diafiltration directions etc.
The silting phenomenal research occurred in porous media, the spatial-temporal distribution characteristic rule that research silting occurs；
（2）Tailings Dam penetration clogging research device of the present invention is provided with control water head equipment, provided with two Room, can not only ensure to become silted up
Diafiltration liquid measure needed for stifled research, can also realize the backflow of unnecessary percolate, that is, realize that filtrate cycle is utilized, spilling water return channel is same
Sample realizes recycling for filtrate；
（3）Tailings Dam penetration clogging research device of the present invention, mixing part can realize automation, can save substantial amounts of manpower
And material resources, and the uniformity coefficient into sepage can be improved；Diffusate is analyzed by transmissometer, can by flowmeter gathered data
Improve the reliability of the test data of collection；
（4）Tailings Dam penetration clogging research device of the present invention, transparent organic glass cylinder is divided into filtrate layers, sample layer, sample
Layer is connected by multiple short lucite cylinders by flange ring, is conducive to sieving the sample after experiment the characteristics of easy to disassemble
Deng experiment, the spatial-temporal distribution characteristic rule to further analysis silting phenomenon is favourable；
（5）Tailings Dam penetration clogging research device of the present invention, the position that each several part is contacted with solution, using antiacid alkali material
Material, can be achieved the experimental study under physical environment, chemical environment or coupling condition.
Brief description of the drawings
Fig. 1 the present embodiment Tailings Dam penetration clogging research device structural framing schematic diagrames；
Fig. 2 the present embodiment Tailings Dam penetration clogging research device structural representations；
The front view of Fig. 3 the present embodiment Tailings Dam penetration clogging research devices；
Motor and agitator connection diagram in Fig. 4 the present embodiment suspension preparation facilities；
Fig. 5 the present embodiment filter structure schematic representations；
Fig. 6 the present embodiment filter compression plate structure schematic diagrams；
Fig. 7 the present embodiment funnel drain valve structure schematic diagrames；
The transparent tube connection diagram of Fig. 8 the present embodiment silting devices；
Fig. 9 the present embodiment flange schematic diagrames；
In figure：1- fixed stations I, 2- tank diameters, 3- motors, 4- storage tanks, 5- suction pumps, 6- water injection pipes, 7- drainpipes, 8- draw water
Water pump outlet pipe, 9- cover plates, 10- flowmeters, 11- agitating shafts fixed seat, 12- agitating shafts, 13- agitating shafts drive, 14- stirring branch
Dagger, 15- mixing arms, 16- stirring vanes, 17- motors drive, 18- support bars, 19- water regulators, 20- demarcation strips, 21- are returned
Water pipe, 22- experiment water inlet pipe, 23- intake chambers, 24- backwater room, 25- experiment water intaking valve, 26- back-water valve (BWV)s, 27- fixed stations II,
28- siltings device, 29- top covers, 30- silting devices water inlet pipe, 31- solution conduits, 32- buffer boards I, 33- buffer boards II, 34- spilling waters are returned
Flow device I, 35- spilling waters return channel II, 36- spilling waters return channel III, the upper overflow pipes of 37-, 38- spilling waters return duct I, the backflow of 39- spilling waters
Overflow pipe, 42- water pressure monitorings pipe, 43- filter screens I, 44- saturations pipe, 45- funnels, 46- under pipe II, 40- spilling waters return duct III, 41-
Drainpipe, 48- NetStream Collector, 49- agitators, 50- transmissometers, 51- flowmeters, 52- filters, 53- under water-accepting board, 47-
Fix bar, 54- filter screens II, 55- compression plates I, 56- compression plates II, 57- air inlet pipe, 58- coarse filtrations room, the smart filter chambers of 59-.
Embodiment
With reference to embodiment, the invention will be further described.
Embodiment 1：As shown in Fig. 1 ~ 7, a kind of tailing dam silting phenomena simulation device, including suspension preparation facilities, control
Water installations, filter, clogging test device, water control device are arranged on suspension preparation facilities upper end, and water control device passes through pipe
Road is connected with suspension preparation facilities, and filter is arranged on clogging test device upper end, one end and the control water dress of filter
Put connection and the other end is connected with clogging test device, clogging test device is connected by pipeline with suspension preparation facilities.
Suspension preparation facilities includes fixed station I 1, tank diameter 2, agitator, motor 3, storage tank 4, suction pump 5, water filling
Pipe 6, drainpipe 7, the water pump outlet pipe 8 that draws water, cover plate 9, flowmeter 10, tank diameter 2 are arranged on the center of fixed station I 1, agitator, electricity
Machine 3 is arranged on the bottom of tank diameter 2, and the output end of motor 3 is connected with agitator, and storage tank 4 is arranged on the upper end of fixed station I 1, draws water
Pump 5 is fixedly installed on the inner bottom surface of storage tank 4, and the water pump outlet pipe 8 that draws water is extended to outside the wall of storage tank 4 and connected with water control device
Logical, cover plate 9 is arranged on the top of storage tank 4, and water injection pipe 6 is arranged on cover plate 4, and flowmeter 10 is arranged on water injection pipe 6, draining
Pipe 7 is arranged on the bottom of storage tank 4.
Agitator includes agitating shaft fixed seat 11, agitating shaft 12, agitating shaft drive 13, stirring support column 14, mixing arm
15th, stirring vane 16, the output end of motor 3 is provided with motor drive 17, and agitating shaft fixed seat 11 is fixedly installed on tank diameter 2
Bottom, agitating shaft 12 is vertically arranged in agitating shaft fixed seat 11, and agitating shaft drive 13 is fixedly installed on agitating shaft 12 simultaneously
It is engaged with motor drive 17, stirring support column 14 is vertically arranged in the inner bottom surface of storage tank 4, stirring support column 14 is provided with
Agitating shaft 12 is set in central through hole, central through hole, and mixing arm 15 is fixedly installed on the top of agitating shaft 12, mixing arm 15 and set
There is the agitating paddle for being symmetrical with agitating shaft 12, there is gap if being provided with agitating paddle between dried layer stirring vane 16, stirring vane,
It can reduce resistance during stirring, and agitating shaft can up time or inverse time rotation, it is possible to decrease the sedimentary effect of particle simultaneously makes stirring more
Uniformly.
Water control device includes support bar 18, water regulator 19, demarcation strip 20, return pipe 21, experiment water inlet pipe 22, support bar 18
The top of fixed station I 1 is fixedly installed on, water regulator 19 is fixedly installed on the top of support bar 18, and demarcation strip 20 is vertically arranged in control water
In device 19 and water regulator 19 is divided into intake chamber 23 and backwater room 24, return pipe 21 is arranged on the bottom of backwater room 24, intake chamber 23
Bottom is provided with flexible pipe, and flexible pipe is connected with the water pump outlet pipe 8 that draws water, experiment water inlet pipe 22 be arranged on the side wall of intake chamber 23, test into
Water pipe 22 is connected by removable hose with filter, and water regulator 19 can ensure unnecessary outstanding provided with intake chamber 23 and backwater room 24
Turbid liquid is not spilt over, and is back to by the return pipe 26 on the wall of backwater room 24 in storage tank, realizes that solution is circulated.
It is provided with experiment water inlet pipe 22 on experiment water intaking valve 25, return pipe 21 and is provided with back-water valve (BWV) 26.
Clogging test device includes fixed station II 27, silting device 28, and the upper strata of silting device 28 is filtrate part and lower floor is
Sample component, top cover 29, silting device water inlet pipe 30, solution conduit 31, buffer board I 32, buffer board II 33, top cover 29 is arranged on filtrate
Part top, silting device water inlet pipe 30, solution conduit 31 are fixedly installed on top cover 29, and buffer board I 32 is fixedly installed on filtrate portion
The inwall of part, buffer board II 33 is flexibly connected below buffer board I 32, and the side wall of filtrate part is from top to bottom provided with spilling water and returned
Flow device I 34, spilling water return channel II 35, spilling water return channel III 36, upper overflow pipe 37, spilling water return channel I 34, spilling water return channel II
35th, spilling water return channel III 36 passes through spilling water return duct I 38, spilling water return duct II 39, spilling water return duct III 40 and storage tank 4 respectively
Connection, the upper bottom of overflow pipe 37 is provided with lower overflow pipe 41, and sample component is fixedly connected on filtrate component bottom ends, sample component
Side wall is provided with water pressure monitoring pipe 42, and sample component inwall is fixedly installed filter screen I 43, and the side wall of sample component is fixedly installed
Saturation pipe 44, saturation pipe 44 is located at the lower section of filter screen I 43, and the bottom of sample component is fixedly installed funnel 45, and the lower section of funnel 45 is inclined
Water-accepting board 46 is tiltedly provided with, the side wall of sample component is fixedly installed lower drainpipe 47, the bottom of lower drainpipe 47 and water-accepting board 46
End connection, lower drainpipe 47 is extended in NetStream Collector 48, and NetStream Collector 48 is arranged on the side of fixed station II 27, lower draining
Pipe 47 is connected with lower overflow pipe 41.
Buffer board I 32 and buffering twice for buffer board II 33 play impact of the reduction solution to top layer sample strip simultaneously jointly
Reduce the purpose of the destruction to experimental phenomena.
Spilling water return channel I 34, spilling water return channel II 35, spilling water return channel III 36 ensure that the experiment of different heights of water level will
Ask, and be connected to respectively by spilling water return duct in storage tank, realize that solution is circulated.
Clogging test device also includes agitator 49, and agitator 49 is fixedly installed on top cover 29, the stirring of agitator 49
Oar is extended in filtrate part, and the bottom of agitating paddle is arranged in the centre bore of buffer board I 32；It is provided with upper overflow pipe 37
It is provided with spilling water valve, lower overflow pipe 41 on underflow water valve, saturation pipe 44 and is provided with full water valve, is provided with down on lower drainpipe 46
Draining valve, by controlling overflow water valve, underflow water valve and lower draining valve to form the water stream channel of different circuit, carries out not Tongfang
Experiment under the conditions of, the bottom of funnel 45 is provided with funnel draining valve.
Transmissometer 50, flowmeter 51 are additionally provided with lower drainpipe 47, experiment number can be improved with reference to transmissometer and flowmeter
According to the accuracy of collection, and it is simple to operate.
Filtrate part includes more than 2 transparent cylinders being fixedly and coaxially connected, and sample component, which includes more than 4, coaxially to be fixed
Rubber washer is additionally provided between the transparent cylinder of connection, transparent cylinder, rubber washer can ensure the seal of barrel mast, and barrel mast can
Dismounting, layering screen sample can be carried out after experiment to sample.
Filter include filter 52, fix bar 53, filter screen II 54, compression plate I 55, compression plate II 56, air inlet pipe 57,
Air pump, filter 52 is arranged on clogging test device upper end and is fixed on by fix bar 53 on fixed station II 27, filter 52
Coarse filtration room 58, smart filter chamber 59 are inside provided with, smart filter chamber 59 is arranged on the lower section of coarse filtration room 58, and filter screen II 54 is arranged on slightly
The bottom of filter chamber 58, compression plate I 55 is fixedly installed on the lower end of filter screen II 54, and the flexible setting of compression plate II 56 is under compression plate I 55
Side, one end of air inlet pipe 57 is located at the lower section of compression plate I 55 and is arranged on the top of compression plate II 56, and the other end is connected with air pump, air pump
The outside of filter 52 is arranged on, filter is used to carry out silting phenomenal research when clear water injects；When turbid solution injects, filter is not
It is connected on tailing dam silting phenomena simulation device, experiment water inlet pipe need to be only connected by flexible pipe with silting device water inlet pipe
Connect.
The coarse filtration room 58 of filter 52 is engaged with smart filter chamber 59, and double filterings can reduce the ion concentration in filtrate.
It as shown in Fig. 8 ~ 9, can be connected between transparent cylinder by flange ring, by bolt or other can also be easy to tear open
The mode that is fixedly connected unloaded is attached.
The specific embodiment of the present invention is explained in detail above in conjunction with accompanying drawing, but the present invention is not limited to above-mentioned reality
Example is applied, can also be on the premise of present inventive concept not be departed from the knowledge that those of ordinary skill in the art possess
Various changes can be made.
Claims (10)
1. a kind of tailing dam silting phenomena simulation device, it is characterised in that：Including suspension preparation facilities, water control device, filtering
Device, clogging test device, water control device are arranged on suspension preparation facilities upper end, and water control device passes through pipeline and suspension system
Standby device connection, filter is arranged on clogging test device upper end, and one end of filter is connected and another with water control device
End is connected with clogging test device, and clogging test device is connected by pipeline with suspension preparation facilities.
2. tailing dam silting phenomena simulation device according to claim 1, it is characterised in that：The suspension preparation facilities bag
Include fixed station I（1）, tank diameter（2）, agitator, motor（3）, storage tank（4）, suction pump（5）, water injection pipe（6）, drainpipe
（7）, draw water water pump outlet pipe（8）, cover plate（9）, flowmeter（10）, tank diameter（2）It is arranged on fixed station I（1）Center, agitator,
Motor（3）It is arranged on tank diameter（2）Bottom, motor（3）Output end be connected with agitator, storage tank（4）It is arranged on fixed station I
（1）Upper end, suction pump（5）It is fixedly installed on storage tank（4）Inner bottom surface, draw water water pump outlet pipe（8）Extend to storage tank（4）'s
Wall is outer and is connected with water control device, cover plate（9）It is arranged on storage tank（4）Top, water injection pipe（6）It is arranged on cover plate（4）On, stream
Scale（10）It is arranged on water injection pipe（6）On, drainpipe（7）It is arranged on storage tank（4）Bottom.
3. tailing dam silting phenomena simulation device according to claim 2, it is characterised in that：The agitator includes agitating shaft
Fixed seat（11）, agitating shaft（12）, agitating shaft drive（13）, stirring support column（14）, mixing arm（15）, stirring vane
（16）, motor（3）Output end be provided with motor drive（17）, agitating shaft fixed seat（11）It is fixedly installed on tank diameter（2）
Bottom, agitating shaft（12）It is vertically arranged in agitating shaft fixed seat（11）On, agitating shaft drive（13）It is fixedly installed on agitating shaft
（12）It is upper and with motor drive（17）It is engaged, stirs support column（14）It is vertically arranged in storage tank（4）Inner bottom surface, stirring
Support column（14）It is provided with central through hole, central through hole and agitating shaft is set（12）, mixing arm（15）It is fixedly installed on agitating shaft
（12）Top, mixing arm（15）On be provided with and be symmetrical with agitating shaft（12）Agitating paddle, if be provided with agitating paddle dried layer stirring
Blade（16）.
4. tailing dam silting phenomena simulation device according to claim 2, it is characterised in that：The water control device includes support
Bar（18）, water regulator（19）, demarcation strip（20）, return pipe（21）, experiment water inlet pipe（22）, support bar（18）It is fixedly installed on
Determine platform I（1）Top, water regulator（19）It is fixedly installed on support bar（18）Top, demarcation strip（20）It is vertically arranged in water regulator
（19）It is interior and by water regulator（19）It is divided into intake chamber（23）And backwater room（24）, return pipe（21）It is arranged on backwater room（24）Bottom
End, intake chamber（23）Bottom is provided with flexible pipe, flexible pipe and the water pump outlet pipe that draws water（8）Connection, tests water inlet pipe（22）Be arranged on into
Hydroecium（23）Side wall, tests water inlet pipe（22）Connected by removable hose with filter.
5. tailing dam silting phenomena simulation device according to claim 4, it is characterised in that：Test water inlet pipe（22）It is upper to set
There is experiment water intaking valve（25）, return pipe（21）On be provided with back-water valve (BWV)（26）.
6. tailing dam silting phenomena simulation device according to claim 2, it is characterised in that：The clogging test device includes
Fixed station II（27）, silting device（28）, silting device（28）Upper strata be filtrate part and lower floor is sample component, top cover（29）、
Silting device water inlet pipe（30）, solution conduit（31）, buffer board I（32）, buffer board II（33）, top cover（29）It is arranged on filtrate part top
End, silting device water inlet pipe（30）, solution conduit（31）It is fixedly installed on top cover（29）On, buffer board I（32）It is fixedly installed on filtrate
The inwall of part, buffer board II（33）Flexible connection is in buffer board I（32）Lower section, the side wall of filtrate part is from top to bottom provided with
Spilling water return channel I（34）, spilling water return channel II（35）, spilling water return channel III（36）, upper overflow pipe（37）, spilling water return channel I
（34）, spilling water return channel II（35）, spilling water return channel III（36）Pass through spilling water return duct I respectively（38）, spilling water return duct II
（39）, spilling water return duct III（40）With storage tank（4）Connection, upper overflow pipe（37）Bottom is provided with lower overflow pipe（41）, sample
Part is fixedly connected on filtrate component bottom ends, and the side wall of sample component is provided with water pressure monitoring pipe（42）, sample component inwall consolidate
Surely it is provided with filter screen I（43）, the side wall of sample component is fixedly installed saturation pipe（44）, saturation pipe（44）Positioned at filter screen I（43）
Lower section, the bottom of sample component is fixedly installed funnel（45）, funnel（45）Inclined downward is provided with water-accepting board（46）, sample portion
The side wall of part is fixedly installed lower drainpipe（47）, lower drainpipe（47）With water-accepting board（46）Bottom connection, lower drainpipe
（47）Extend to NetStream Collector（48）It is interior, NetStream Collector（48）It is arranged on fixed station II（27）Side, lower drainpipe（47）
With lower overflow pipe（41）Connection.
7. tailing dam silting phenomena simulation device according to claim 6, it is characterised in that：Also include agitator（49）, stir
Mix device（49）It is fixedly installed on top cover（29）On, agitator（49）Agitating paddle extend in filtrate part, the bottom of agitating paddle
It is arranged on buffer board I（32）Centre bore in；Upper overflow pipe（37）On be provided with overflow water valve, lower overflow pipe（41）On be provided with
Underflow water valve, saturation pipe（44）On be provided with full water valve, lower drainpipe（46）On be provided with lower draining valve, funnel（45）Bottom is set
It is equipped with funnel draining valve.
8. tailing dam silting phenomena simulation device according to claim 6, it is characterised in that：Lower drainpipe（47）On also set up
There is transmissometer（50）, flowmeter（51）.
9. tailing dam silting phenomena simulation device according to claim 6, it is characterised in that：Filtrate part includes more than 2
The transparent cylinder being fixedly and coaxially connected, sample component is included between more than 4 transparent cylinders being fixedly and coaxially connected, transparent cylinder
It is additionally provided with rubber washer.
10. tailing dam silting phenomena simulation device according to claim 6, it is characterised in that：The filter included
Filter（52）, fix bar（53）, filter screen II（54）, compression plate I（55）, compression plate II（56）, air inlet pipe（57）, air pump, filtering
Device（52）It is arranged on clogging test device upper end and by fix bar（53）It is fixed on fixed station II（27）On, filter（52）It is interior
It is provided with coarse filtration room（58）, smart filter chamber（59）, smart filter chamber（59）It is arranged on coarse filtration room（58）Lower section, filter screen II（54）
It is arranged on coarse filtration room（58）Bottom, compression plate I（55）It is fixedly installed on filter screen II（54）Lower end, compression plate II（56）Flexibility is set
Put in compression plate I（55）Lower section, air inlet pipe（57）One end is located at compression plate I（55）Lower section and it is arranged on compression plate II（56）On
Side, the other end is connected with air pump, and air pump is arranged on filter（52）Outside.
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|---|---|---|---|
| CN201710376173.7A CN107192651A (en) | 2017-05-25 | 2017-05-25 | A kind of tailing dam silting phenomena simulation device |
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|---|---|---|---|
| CN201710376173.7A CN107192651A (en) | 2017-05-25 | 2017-05-25 | A kind of tailing dam silting phenomena simulation device |
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| CN107192651A true CN107192651A (en) | 2017-09-22 |
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|---|---|---|---|
| CN201710376173.7A Pending CN107192651A (en) | 2017-05-25 | 2017-05-25 | A kind of tailing dam silting phenomena simulation device |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107831104A (en) * | 2017-12-07 | 2018-03-23 | 中国科学院武汉岩土力学研究所 | Study experimental rig and its method of the fine particle mobilization to calcareous sand Permeability |
| CN108331127A (en) * | 2018-01-18 | 2018-07-27 | 北京科技大学 | A kind of tailing water seepage drainage facility silting remove device and method |
| CN109283112A (en) * | 2018-09-25 | 2019-01-29 | 昆明理工大学 | It is a kind of for dissipating the experimental provision of soil body complexity silting mechanism |
| CN109374508A (en) * | 2018-12-06 | 2019-02-22 | 中国科学院武汉岩土力学研究所 | A kind of tailing row's infiltration system silting imitative experimental appliance and experimental method |
| CN109406363A (en) * | 2018-10-18 | 2019-03-01 | 昆明理工大学 | A kind of silting experimental provision of tailings material and its geotextile |
| CN110672497A (en) * | 2019-11-08 | 2020-01-10 | 宁夏大学 | Multifunctional infiltration piping tester |
Citations (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2718706Y (en) * | 2004-06-22 | 2005-08-17 | 浙江大学 | Self-circulating darcy law experimental instrument |
| CN201130143Y (en) * | 2007-12-19 | 2008-10-08 | 中国核工业华兴建设有限公司 | Porous medium material permeability coefficient determinator |
| CN101504351A (en) * | 2009-03-06 | 2009-08-12 | 中国科学院武汉岩土力学研究所 | Sand bed seepage flow sludge plugging simulation apparatus |
| CN201330932Y (en) * | 2008-12-29 | 2009-10-21 | 厦门紫金矿冶技术有限公司 | Nonuniform two-phase flow stabilizer |
| CN201876408U (en) * | 2010-11-02 | 2011-06-22 | 同济大学 | Multifunctional permeameter |
| CN102590063A (en) * | 2012-02-22 | 2012-07-18 | 吉林大学 | Test device and test method for penetration clogging of soil |
| CN202486025U (en) * | 2012-02-22 | 2012-10-10 | 吉林大学 | Seepage siltation test device for earth |
| CN102866093A (en) * | 2012-09-04 | 2013-01-09 | 中国农业大学 | Porous medium biological clogging simulation test device and simulation test evaluation method |
| CN202793989U (en) * | 2012-09-23 | 2013-03-13 | 西安科技大学 | Light constant head permeameter for porous concrete |
| CN103115859A (en) * | 2013-02-04 | 2013-05-22 | 辽宁工程技术大学 | Multi-condition muddy-water seepage pressure-measuring device |
| CN203440187U (en) * | 2013-08-30 | 2014-02-19 | 李钟玮 | Wastewater treatment device |
| CN103792175A (en) * | 2014-03-03 | 2014-05-14 | 中国科学院地质与地球物理研究所 | Unsaturated rock-earth mass constant head reverse penetration testing method |
| CN203772699U (en) * | 2014-04-16 | 2014-08-13 | 吉林大学 | Three-dimensional penetration siltation simulated test device of dam foundation soil body |
| CN104215424A (en) * | 2014-08-22 | 2014-12-17 | 山东大学 | System and method for controlling water inrush and mud gushing hydraulic boundary conditions in model tests |
| CN204265747U (en) * | 2014-11-26 | 2015-04-15 | 云南农业大学 | A kind of reflux and filter formula anaerobic fermentation tank |
| CN104819925A (en) * | 2015-05-14 | 2015-08-05 | 湘潭大学 | Comprehensive test equipment for observing permeation and settlement of accumulated gravel soil |
| CN205146046U (en) * | 2015-10-28 | 2016-04-13 | 六面体（天津）建筑工程有限公司 | Compounding equipment is used in processing of autohension waterproofing membrane |
| CN205246495U (en) * | 2015-12-10 | 2016-05-18 | 桂林理工大学 | Test device is blockked up in normal velocity of flow infiltration of soil |
| CN105588796A (en) * | 2015-12-17 | 2016-05-18 | 扬州大学 | Device for accurately and rapidly determining permeability coefficient of soil |
| CN105862652A (en) * | 2016-04-06 | 2016-08-17 | 山东大学 | Physical model test device for studying piping failure process and test method |
| CN205771131U (en) * | 2016-05-18 | 2016-12-07 | 江西科技学院 | A kind of vehicle-mounted oil storage tank of automatic cleaning |
| CN205875289U (en) * | 2016-08-14 | 2017-01-11 | 陈萧晴 | Daily life of family water automatic collection washing unit |
| CN205886690U (en) * | 2016-07-16 | 2017-01-18 | 重庆市六方格农业综合开发有限公司 | Agricultural and sideline products agitating unit |
-
2017
- 2017-05-25 CN CN201710376173.7A patent/CN107192651A/en active Pending
Patent Citations (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2718706Y (en) * | 2004-06-22 | 2005-08-17 | 浙江大学 | Self-circulating darcy law experimental instrument |
| CN201130143Y (en) * | 2007-12-19 | 2008-10-08 | 中国核工业华兴建设有限公司 | Porous medium material permeability coefficient determinator |
| CN201330932Y (en) * | 2008-12-29 | 2009-10-21 | 厦门紫金矿冶技术有限公司 | Nonuniform two-phase flow stabilizer |
| CN101504351A (en) * | 2009-03-06 | 2009-08-12 | 中国科学院武汉岩土力学研究所 | Sand bed seepage flow sludge plugging simulation apparatus |
| CN201876408U (en) * | 2010-11-02 | 2011-06-22 | 同济大学 | Multifunctional permeameter |
| CN102590063A (en) * | 2012-02-22 | 2012-07-18 | 吉林大学 | Test device and test method for penetration clogging of soil |
| CN202486025U (en) * | 2012-02-22 | 2012-10-10 | 吉林大学 | Seepage siltation test device for earth |
| CN102866093A (en) * | 2012-09-04 | 2013-01-09 | 中国农业大学 | Porous medium biological clogging simulation test device and simulation test evaluation method |
| CN202793989U (en) * | 2012-09-23 | 2013-03-13 | 西安科技大学 | Light constant head permeameter for porous concrete |
| CN103115859A (en) * | 2013-02-04 | 2013-05-22 | 辽宁工程技术大学 | Multi-condition muddy-water seepage pressure-measuring device |
| CN203440187U (en) * | 2013-08-30 | 2014-02-19 | 李钟玮 | Wastewater treatment device |
| CN103792175A (en) * | 2014-03-03 | 2014-05-14 | 中国科学院地质与地球物理研究所 | Unsaturated rock-earth mass constant head reverse penetration testing method |
| CN203772699U (en) * | 2014-04-16 | 2014-08-13 | 吉林大学 | Three-dimensional penetration siltation simulated test device of dam foundation soil body |
| CN104215424A (en) * | 2014-08-22 | 2014-12-17 | 山东大学 | System and method for controlling water inrush and mud gushing hydraulic boundary conditions in model tests |
| CN204265747U (en) * | 2014-11-26 | 2015-04-15 | 云南农业大学 | A kind of reflux and filter formula anaerobic fermentation tank |
| CN104819925A (en) * | 2015-05-14 | 2015-08-05 | 湘潭大学 | Comprehensive test equipment for observing permeation and settlement of accumulated gravel soil |
| CN205146046U (en) * | 2015-10-28 | 2016-04-13 | 六面体（天津）建筑工程有限公司 | Compounding equipment is used in processing of autohension waterproofing membrane |
| CN205246495U (en) * | 2015-12-10 | 2016-05-18 | 桂林理工大学 | Test device is blockked up in normal velocity of flow infiltration of soil |
| CN105588796A (en) * | 2015-12-17 | 2016-05-18 | 扬州大学 | Device for accurately and rapidly determining permeability coefficient of soil |
| CN105862652A (en) * | 2016-04-06 | 2016-08-17 | 山东大学 | Physical model test device for studying piping failure process and test method |
| CN205771131U (en) * | 2016-05-18 | 2016-12-07 | 江西科技学院 | A kind of vehicle-mounted oil storage tank of automatic cleaning |
| CN205886690U (en) * | 2016-07-16 | 2017-01-18 | 重庆市六方格农业综合开发有限公司 | Agricultural and sideline products agitating unit |
| CN205875289U (en) * | 2016-08-14 | 2017-01-11 | 陈萧晴 | Daily life of family water automatic collection washing unit |
Non-Patent Citations (7)
| Title |
|---|
| 刘泳蔚: "水化学环境下尾矿砂力学性质及吸附特性的实验研究", 《中国优秀硕士学位论文全文库 工程科技II辑》, no. 7, pages 1 - 65 * |
| 张国俊: "淤堵作用对高原水库坝基土体渗透性影响的试验研究", 《勘察科学技术》, no. 1, pages 19 - 22 * |
| 张家发 等: "堤防工程减压井淤堵及其应对措施研究", 《长江科学院院报》, no. 5, pages 24 - 28 * |
| 戴文亭: "《土木工程地质》", 华中科技大学出版社, pages: 164 - 165 * |
| 梁冰: "酸碱溶液作用下尾矿砂压缩特性的试验分析", 《 中国地质灾害与防治学报》, vol. 2015, no. 2, pages 107 - 110 * |
| 白云鹏: "酸碱溶液作用下尾矿坝变形机理研究", 《中国优秀硕士学位论文全文库 工程科技II辑》, no. 6, pages 1 - 74 * |
| 罗茜文: "堤防渗流控制技术研究进展", 《节水灌溉》, no. 5, pages 52 - 55 * |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107831104A (en) * | 2017-12-07 | 2018-03-23 | 中国科学院武汉岩土力学研究所 | Study experimental rig and its method of the fine particle mobilization to calcareous sand Permeability |
| CN108331127A (en) * | 2018-01-18 | 2018-07-27 | 北京科技大学 | A kind of tailing water seepage drainage facility silting remove device and method |
| CN109283112A (en) * | 2018-09-25 | 2019-01-29 | 昆明理工大学 | It is a kind of for dissipating the experimental provision of soil body complexity silting mechanism |
| CN109406363A (en) * | 2018-10-18 | 2019-03-01 | 昆明理工大学 | A kind of silting experimental provision of tailings material and its geotextile |
| CN109374508A (en) * | 2018-12-06 | 2019-02-22 | 中国科学院武汉岩土力学研究所 | A kind of tailing row's infiltration system silting imitative experimental appliance and experimental method |
| CN109374508B (en) * | 2018-12-06 | 2023-10-10 | 中国科学院武汉岩土力学研究所 | Clogging simulation experiment device and method for tailing drainage system |
| CN110672497A (en) * | 2019-11-08 | 2020-01-10 | 宁夏大学 | Multifunctional infiltration piping tester |
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Application publication date: 20170922 |