CN107059764A - The experimental facilities of simulated flow silt fluvial process - Google Patents
The experimental facilities of simulated flow silt fluvial process Download PDFInfo
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- CN107059764A CN107059764A CN201710318107.4A CN201710318107A CN107059764A CN 107059764 A CN107059764 A CN 107059764A CN 201710318107 A CN201710318107 A CN 201710318107A CN 107059764 A CN107059764 A CN 107059764A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B1/00—Equipment or apparatus for, or methods of, general hydraulic engineering, e.g. protection of constructions against ice-strains
- E02B1/02—Hydraulic models
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Abstract
The invention discloses a kind of experimental facilities of simulated flow silt fluvial process, seepage flow separating tank is arranged on center in tank, the front end of seepage flow separating tank is provided with coupled logical forebay, and the water inlet end of water inlet pipe is connected on supply tank, and the water side of water inlet pipe is extended in forebay；The rear end of tank is provided with seepage flow and goes out circulation road, and the rear end of seepage flow separating tank goes out circulation road provided with river, and seepage flow goes out circulation road and is arranged on the underface that river goes out circulation road；Desilting crosses bucket and is arranged on the lower section that river goes out circulation road exit, and header tank is arranged on the lower section that seepage flow goes out circulation road；The bottom of header tank is connected by circulation line with drip chamber；Bottom of gullet front end is hinged on the front end of the second support frame, and bottom of gullet rear end is provided with supertronic device；There are hair-dryer, shower and lighting tube, image acquisition device inside the experiment shed on tank top.Beneficial effects of the present invention：Can supertronic, can illumination simulation, precipitation and blowing.
Description
Technical field
The invention belongs to hydraulic engineering experimental provision, it is more particularly to a kind of can illumination simulation, precipitation and the supertronic of blowing
The experimental facilities of formula simulated flow silt fluvial process.
Background technology
Indoor model experiments are the conventional technological means of the actual hydraulic engineering problem of research, and especially river is developed in recent years
In terms of simulation.Natural model experimental method is a kind of basic skills for studying river development, can generally change simulation in the short term certainly
The long term evolution process in right river.Natural river form is varied, using in the simulating river nature manually moulded bending,
Divide the Evolution Development dynamic process and its rule in the branch of a river and type river of going around, study different water sand and riverbank boundary condition to developing
The influence of development, existing important theory value has larger practical value again.
There are a large number of researchers to carry out moulding and simulating for fluvial morphology using indoor water tank is tested both at home and abroad at present.It is existing right
The research many achievements, but have the deficiency of three aspects developed in river evolution：One is, majority is that the tangible interior of model is built
Make, plant bulk large and bulky, floor space is big and flexibility is small；Two are, do not consider the influence of infiltration loss completely.Part
Scholar adds water so that silt pore water saturation to reduce flow loss caused by seepage flow before experiment to riverbed, but this
Way and the seepage flow deviation of actual river evolution process are larger.Because river course seepage flow is the overall process generation in evolvement simulation, and
Change with total inbound traffics and river course form is being continually changing.In natural river evolution process, infiltration loss is critically important
A part, can not be ignored.Range statistics analysis being confined to the current research for river course seepage flow, in river evolution process more
The research of seepage characteristic and rule is still less, it is necessary to consider and calculate in detail in theoretical model and experimentation；Three are, for
Traditional river model experiment, the regulation of river gradient is hand excavation, taken time and effort.When needing, seminar time is more, frequently
, it is necessary to design a kind of more convenient labour-saving device during supertronic.
The content of the invention
There is provided a kind of reality of simulated flow silt fluvial process for deficiency present in existing experimental study by the present invention
Test equipment, the present invention is used for the husky movement mechanism of evolution process reclaimed water for studying natural river, Evolution characteristics of riverbed, water sand border and
Seepage characteristic and rule in influence of the riverbank boundary condition to river evolving development, river evolution process etc..
The purpose of the present invention is achieved through the following technical solutions：
The experimental facilities of simulated flow silt fluvial process, including supply tank, water inlet pipe, supertronic structure, header tank, desilting
Cross bucket, river go out circulation road, seepage flow go out circulation road, seepage flow separating tank, tank, experiment shed, hair-dryer, shower, lighting tube,
Image acquisition device, processing system, forebay；
The supply tank is arranged on the first support frame, and the tank is arranged on the second support frame, the top of the tank
End is provided with experiment shed, and experiment shed is covered on tank；
The seepage flow separating tank is arranged on center in the tank, and the front end of the seepage flow separating tank is provided with and its phase
The forebay of connection, the front end of the forebay is fixed on the front side wall of tank, the water inlet end connection of the water inlet pipe
On supply tank, the water side of water inlet pipe is extended in forebay；
The rear end of the tank is provided with seepage flow and goes out circulation road, and the rear end of the seepage flow separating tank goes out circulation provided with river
Road, the seepage flow goes out circulation road and is arranged on the underface that river goes out circulation road；The desilting cross bucket be arranged on river go out circulation
The lower section in road exit, the header tank is arranged on the lower section that the seepage flow goes out circulation road exit, and the desilting is crossed bucket and set
Put on the top of the header tank；
The bottom of gullet front end is hinged on the front end of the second support frame, and the bottom of gullet rear end is provided with supertronic device,
The supertronic device uses hand-cranked spiral lifter, and the supertronic device includes handwheel, base, leading screw and taken over a business, the hand
Wheel drives the first bevel gear rotation in base, and first bevel gear is connected with second bevel gear engagement, and first bevel gear can drive
Second bevel gear is rotated, and centre bore and the leading screw of second bevel gear are connected through a screw thread, and second bevel gear can drive leading screw to lift,
Take over a business to drive bottom of gullet rear end to lift provided with taking over a business in leading screw top；
The top that surrounding inside the experiment shed is provided with inside hair-dryer, the experiment shed is provided with shower and photograph
Bright pipe；It is provided with to adjust at the top of the experiment shed and is provided with figure at the top of the 3rd support frame of height, the 3rd support frame
As collector, described image collector is connected by data wire with processing system.
Moreover, the side wall of the seepage flow separating tank is made up of the four pieces of rectangle mutually riveted poly (methyl methacrylate) plates, the seepage flow
Seepage flow circular hole, a diameter of 0.3cm of the seepage flow circular hole are evenly equipped with the side wall of separating tank, the pitch of holes of the seepage flow circular hole is
0.8cm；The height of the seepage flow separating tank is 15cm, and thickness is 4mm；The interior of the seepage flow separating tank is provided with two layers
Seepage flow filter screen, one layer of stainless steel filtering net for 150 mesh, the second layer is 200 mesh yarn filter screens.
Moreover, the material of the forebay is lucite, the forebay is set in the inside of seepage flow separating tank
There is water inlet, the position contacted in the water inlet and seepage flow separating tank is vertically arranged with import overfall, and circulation is gone out in river
Road is vertically arranged with outlet overfall with the position that seepage flow separating tank is contacted.
Moreover, laying experiment is husky in the seepage flow separating tank, to simulate riverbed structure, the husky thickness of the experiment is more than
10cm, and less than or equal to the height of seepage flow separating tank.
Moreover, water inlet pipe is the lucite tube of U-shaped, water inlet pipe is provided with stream on the vertical pipeline section of supply tank side
Control valve, water inlet pipe is provided with suspended body flowmeter, flow control valve and float on the vertical pipeline section of forebay side
The bottom of water inlet pipe between flowmeter is provided with weeper, and the material of weeper is rubber, and weeper was being tested
Closed in journey with clip, after experiment terminates, open clip, the water in water inlet pipe is emptied, keep closing after drying, it is to avoid water
Stream stops pipeline for a long time causes dirty fouling.
Moreover, the height of the tank is 25cm.
Moreover, the header tank is cast iron materials, thickness is 4mm, the first support frame, the second support frame and the 3rd support frame
It is square hollow pipe support for 5cm × 5cm section, material is cast iron materials.
Moreover, the header tank is internally provided with the first filter screen, desilting crosses interior of bucket and is provided with the second filter screen, desilting mistake
The bottom of water drum is provided with bucket delivery port.
Moreover, the tank and the inside and outside of header tank scribble paint.
Moreover, the material of the supply tank is lucite；The front side vertical of the water inlet of supply tank is provided with flow steadying grid,
Flow steadying grid is the riser structure for being covered with circular hole, plays a part of stationary flow.
Moreover, the quantity of the 3rd support frame is two, on the 3rd support frame and the second support frame vertical direction
Distance be 2.5m.
Beneficial effects of the present invention are：
The invention enables experimental study is more convenient, accurate and can more reflect actual conditions.Experimental work simultaneously is on the one hand
Calculated for digital-to-analogue and serve checking well and contrast effect, on the other hand drilled from short period yardstick reaction long-term river
Become characteristic, contribute to the more directly perceived in depth evolution features and rule in knowledge of natural environment river and be that actual planning for water resources development and river are controlled
Science and engineering journey provides guidance.
Apparatus of the present invention design process considers each parameter in river model experiment comprehensively, and especially seepage flow separating tank is set
Meter, the influence of river course seepage flow is considered wherein, while device is detachable, easily resettlement, flexibility is strong.Especially the slope of river is obtained
The improvement of regulation, has largely saved manpower.Invention experimental provision system is successfully by the new instrument of professional skill field, newly
Technology application wherein, has accomplished advance.And improve the measurement accuracy of traditional experiment.
Brief description of the drawings
Fig. 1 is overall schematic of the invention,
Fig. 2 is part isometric schematic diagram of the invention,
Fig. 3 for the present invention tank and seepage flow separating tank top view,
Fig. 4 is the tank and seepage flow separating tank schematic diagram of the present invention,
Fig. 5 is the schematic diagram of the supertronic structure of the present invention,
Fig. 6 crosses bucket structure schematic diagram for the desilting of the present invention,
Fig. 7 is the schematic diagram of the seepage flow circular hole of the seepage flow separating tank of the present invention,
Fig. 8 is the schematic diagram at the top inside the experiment shed of the present invention,
Fig. 9 is experimental rig floor plan of the invention,
Figure 10 is seepage flow flow-gradient relation curve in experiment,
Figure 11 is seepage flow flow-discharge relation curve in experiment
Figure 12 is RUN3 group river evolutions in experiment,
Figure 13 is river course silt discharge change procedure in experiment,
Wherein, 1 is supply tank, and 2 be the first support frame, and 3 be water inlet pipe, and 3-1 is flow control valve, and 3-2 is float-type
Meter, 4 be the second support frame, and 5 be weeper, and 6 be flow steadying grid, and 7 be data wire, and 8 be supertronic structure, and 8-1 is handwheel, and 8-2 is
Base, 8-3 is leading screw, and 8-4 is takes over a business, and 9 be header tank, and 9-1 is the first filter screen, and 10 be that desilting crosses bucket, and 10-1 is the second filter
Net, 10-2 is bucket delivery port, and 11 be that seepage flow goes out circulation road, and 12 be that river goes out circulation road, and 12-1 is outlet overfall, 13 seepage flow
Separating tank, 13-1 is seepage flow circular hole, and 14 tanks, 14-1 is tank supporting plate, and 15 be experiment shed, and 16 be hair-dryer, and 17 be spray
Pipe, 18 be lighting tube, and 19 be the 3rd support frame, and 20 be image acquisition device, and 21 be processing system, and 22 be forebay, and 22-1 is
Import overfall, 22-2 is water inlet.
Embodiment
Below by specific embodiment, the present invention will be further described, but the present invention is not limited to following examples.
As shown in accompanying drawing 1~8, the experimental facilities of simulated flow silt fluvial process, including supply tank 1, water inlet pipe 3, tune
Slope structure 8, header tank 9, desilting, which cross bucket 10, river and go out circulation road 12, seepage flow, goes out circulation road 11, seepage flow separating tank 13, tank
14th, experiment shed 15, hair-dryer 16, shower 17, lighting tube 18, image acquisition device 20, processing system 21, forebay 22；
The supply tank 1 is arranged on the first support frame 2, and the tank 14 is arranged on the second support frame 4, the tank
14 top is provided with experiment shed 15, and experiment shed 15 is covered on tank 14；
The seepage flow separating tank 13 is arranged on center in the tank 14, the seepage flow separating tank 13 and tank 14
It is tank supporting plate 14-1 to be provided between the wall of side, and the front end of the seepage flow separating tank 13 is provided with coupled logical forebay
22, the front end of the forebay 22 is fixed on the front side wall of tank 14, and the water inlet of the water inlet pipe 3 is connected to supply tank
On 1, the delivery port of water inlet pipe 3 is extended in forebay 22；
The rear end of the tank 14 is provided with seepage flow and goes out circulation road 11, and the rear end of the seepage flow separating tank 14 goes out provided with river
Circulation road 12, the seepage flow goes out circulation road 11 and is arranged on the underface that river goes out circulation road 12；The desilting is crossed bucket 10 and set
Go out the lower section in the exit of circulation road 12 in river, the header tank 9 is arranged on the lower section that the seepage flow goes out circulation road 11, described heavy
Sand crosses the top that bucket 10 is arranged on the header tank 9；
The bottom front of tank 14 is hinged on the front end of the second support frame 4, and the bottom rear end of tank 14 is provided with supertronic
Device 8, supertronic device 8 is settable two, and is symmetricly set on the bottom rear end of tank 14, and the supertronic device 8 is using hand
Formula helical riser, hand-cranked spiral lifter can drive bottom of gullet rear end to lift, so that the gradient of tank 14 is adjusted, it is described
Supertronic device 8 includes handwheel 8-1, base 8-2, leading screw 8-3 and takes over a business 8-4, and the handwheel 8-1 drives first in base 8-2
Bevel gear is rotated, and first bevel gear is vertically arranged, and second bevel gear is horizontally disposed with, and first bevel gear engages company with second bevel gear
Connect, first bevel gear can drive second bevel gear to rotate, centre bore and the leading screw 8-3 of second bevel gear are connected through a screw thread, from
And causing second bevel gear that leading screw 8-3 can be driven to lift, leading screw 8-3 tops are provided with 8-4 is taken over a business, and taking over a business 8-4 can be with dynamic water tank 14
Bottom rear end is lifted, so as to adjust the gradient of tank；
The top that surrounding inside experiment shed 15 is provided with inside hair-dryer 16, experiment shed 15 is provided with shower 17 and photograph
Bright pipe 18；The top of experiment shed 15, which is provided with, can adjust the 3rd support frame 19 of height, and the top of the 3rd support frame 19 is set
There is image acquisition device 20, image acquisition device 20 is connected by data wire with processing system 21.
Moreover, the side wall of seepage flow separating tank 13 uses lucite, it is made up of four pieces of rectangular slabs mutually riveted, seepage flow point
From being provided with the side wall of groove 3 between seepage flow circular hole 13-1, seepage flow circular hole 13-1 a diameter of 0.3cm, seepage flow circular hole 13-1 hole
Away from for 0.8cm；The height of seepage flow separating tank 13 is 15cm, and thickness is 4mm；The interior of seepage flow separating tank 3 is provided with two layers
Seepage flow filter screen, one layer of stainless steel filtering net for 150 mesh, the second layer is 200 mesh yarn filter screens.
Moreover, the material of forebay 22 is lucite, forebay 22 is internally provided with seepage flow separating tank 13
Water inlet 22-2, the position contacted in water inlet 22-2 and seepage flow separating tank 13 is vertically arranged with import overfall 22-1, in river
Outflow circulation road 12 is vertically arranged with outlet overfall 12-1 with the position that seepage flow separating tank is contacted, to ensure current of intaking
It is highly consistent.
Moreover, laying experiment is husky in seepage flow separating tank, to simulate riverbed structure, the husky thickness of experiment is more than 10cm, and small
In or equal to seepage flow separating tank height, to ensure that river maximum washes away safety depth；Initial excavation model stream can be according to tool
Body research contents is any pattern.
Moreover, water inlet pipe 3 is the lucite tube of U-shaped, water inlet pipe 3 is set on the vertical pipeline section of the side of supply tank 1
There is flow control valve 3-1, water inlet pipe is provided with suspended body flowmeter 3-2, flow on the vertical pipeline section of the side of forebay 22
The bottom of 3-2 water inlet pipe 3 is provided with weeper 5 between control valve 3-1 and suspended body flowmeter, and the material of weeper 5 is
Rubber, weeper 5 is closed in experimentation with clip, after experiment terminates, and opens clip, and the water in water inlet pipe is arranged
Sky, keeps closing after drying, it is to avoid current stop pipeline for a long time causes dirty fouling；.
Moreover, the height of tank 14 is 25cm.
Moreover, header tank 9 is cast iron materials, thickness is 4mm, and the first support frame, the second support frame and the 3rd support frame are
5cm × 5cm section is the hollow pipe support of square, and material is cast iron materials.
Moreover, header tank 9 is internally provided with the first filter screen 9-1, it is easy to measurement to go out the sand that circulation road 11 flows out by seepage flow
Amount, desilting crosses bucket 10 and is internally provided with the second filter screen 10-1, is easy to measurement to go out the husky amount that circulation road 12 flows out by river, sinks
The bottom that sand crosses water drum 10 is provided with bucket delivery port 10-2.
Moreover, tank 14 and the inside and outside of header tank 9 scribble paint.
Moreover, the material of supply tank 1 is lucite；The front side vertical of the water inlet of supply tank 1 is provided with flow steadying grid 6,
Flow steadying grid 6 is the riser structure for being covered with circular hole, plays a part of stationary flow.
Moreover, the quantity of the 3rd support frame 19 is two, the distance on the 3rd support frame and the second support frame vertical direction
For 2.5m.
Moreover, supertronic structure is hand rotating screw structure, simulation riverbed can be adjusted by adjusting the gradient of tank
The gradient, according to experiment needs, by the handle of manual rotation's supertronic structure, riverbed is reached default gradient, side simple to operate
Just.
Moreover, the second support frame 4 is provided with vertical chi and horizon rule, the zero mark end of vertical chi and horizon rule is respectively positioned on the
The corner location of two support frames 4, passes through the gradient of vertical chi and the measurable tank 14 of horizon rule.
Use step of the present invention in experimentation is as follows：
(1) according to research needs, bed material is laid, bed material laying same stages are matched somebody with somebody or different levels composition structure, excavated initial
River course.By supertronic structure, gradient of river bed is adjusted.Plantation grass seeds in river course two sides can excavated according to requirement of experiment, or plug bamboo
Label change riverbank intensity.
(2) current pass through flow control valve, suspended body flowmeter, into forebay；Cross import overfall and enter tank, one
Part current are along river course and carry silt through exporting overfall, go out circulation road outflow from river, bucket is crossed into desilting, through filtering
Sand, Graceful flows to header tank；Another part current ooze along under bed material, by seepage flow separating tank, along the passage between groove and groove
Finally going out circulation road from seepage flow flows out to header tank；It is the discharge of river that river passage, which goes out stream, and it is seepage flow flow that seepage channel, which goes out stream,
By suspended body flowmeter, read river course total flow, by graduated cylinder river passage and seepage channel outlet measure the discharge of river and
Seepage flow flow.
(3) it can simulate different weather by hair-dryer, shower, lighting tube, such as sunny calm weather, sunny have
Wind weather, wet weather have wind weather etc., investigate the situation in different weather situation Imitating river.
(4) image acquisition device is a kind of novel surface flow field image speed measurement (PTV) system based on infrared photography, uses particle
Track the fast method of image measurement and replace the missing particle of the materials such as traditional plastics using primary low-temperature ice particle, on the one hand improve
The thawing of application effects, on the other hand ingenious utilization ice particle of the PTV in complicated light environment, the husky environment of complicated water, environmental protection,
It is convenient, solve missing particle and be detained seashore and the problem of recirculating zone be inconvenient to reclaim, according to testing section length in model river
Stream top is settable one, and two or more image collecting devices, device connects data acquisition and procession by data connecting line
Computer.During experiment, real time image collection is carried out to the missing particle for being sprinkled into river course surface by recognizing, and to the image of collection
Carry out particle identification, matching and the measurement of tracking form and surface flow field.The time interval of shooting be 5~30 minutes, specifically by
The speed of river course metamorphosis is determined.The image that shooting is obtained carries out straightening and Coordinate Conversion in computer, and recognizes
The river course two sides gone out in every piece image, catch the overall process that model stream plane configuration is developed.
Fig. 9 be experimental rig of the present invention plane figure, as illustrated, by river course be divided into S1, S2, S3, S4, S5, S6,
S7, carries out data and takes, and carries out 5 groups of contrast experiments, and contrast test is designated as RUN1, RUN2, RUN3, RUN4, RUN5 respectively,
As a result it is as shown in the table：
The experimental group time of table 1 and primary data
It can be seen that by Figure 10 and Figure 11, RUN1 seepage dischargies are substantially big compared with RUN2~RUN5, be because initial bed surface is in not
Saturated aqueous state, seepage flow gradient is far longer than saturation state, this be also many scholar's research when doing channel change experiment, first
The reason for water filling.When bed material reaches saturation state, seepage flow can be approximately decomposed into horizontal seepage flow and longitudinal seepage flow two parts, horizontal
To the size for depending mainly on the size of inbound traffics of seepage discharge, and longitudinal seepage flow depends on the longitudinal gradient in river course.Under normal circumstances,
Seepage discharge can increase with the increase of the discharge of river and hydraulic slope, but influence degree is different.Figure 10 and Figure 11 is observed to find,
RUN2 is identical with the RUN3 gradients, but flow difference it is larger when, in two groups of experiments seepage discharge excursion difference it is smaller.RUN5 river courses
Seepage discharge is big compared with RUN2, RUN3 and RUN4, although flow is small compared with RUN3 and RUN4, it can be seen that hydraulic slope is for seepage flow
The influence for measuring size is obvious compared with inbound traffics.
Figure 12 be shown experimental observation model stream from it is straight to wriggling, the evolution process of pigtail and point branch of a river.For curved
Qu Heliu, because of the influence of upstream inflow angle, upstream starts bent, so as to influence downstream, upstream downstream river downstream develops delayed
In upstream, river bend curvature has downward transitivity.Figure 12 is the evolutionary process of meandering flow, starting stage, due to typically from upper
Downstream is swum over to, with the continuous progress of differentiation, downstream bay flow condition is gradually ripe, bending speed is increased, and downstream bay is pressed
Developed according to the Evolution Mechanism of itself, while playing restrictive function to upstream.Influence of the inflow angle to the channel change of river bends is short-term
Effect, its change is accelerated in initial time, but on long terms, river can reach the equilibrium-like of itself according to flow and sediment
State.
The silt in experimentation in model river course is shown by measuring silt discharge in desilting cylinder after tail-gate in Figure 13.
Original state silt discharge is smaller, and as current scour and bed material start, silt discharge reaches maximum in channel change about 100min,
Because initial river course is small rectangle river course, and river course discharge capacity is far smaller than given flow, therefore river course is drastically opened up
Width, riverbed is in acutely adjustment evolutionary process.With the formation of basic bend, main stream line occurs, and riverbank and bed surface start surely
It is fixed, the stable sediment transport in river course.
Exemplary description is done to technical scheme above, it should explanation, do not departed from this technology side
In the case of the core of case, any simple deformation, modification or other skilled in the art can not spend creative labor
Dynamic equivalent substitution each falls within the protection domain of this patent.
Claims (10)
1. the experimental facilities of simulated flow silt fluvial process, it is characterised in that：Including supply tank, water inlet pipe, supertronic structure, collection
Water tank, desilting, which cross bucket, river and go out circulation road, seepage flow, goes out circulation road, seepage flow separating tank, tank, experiment shed, hair-dryer, spray
Pipe, lighting tube, image acquisition device, processing system, forebay；
The supply tank is arranged on the first support frame, and the tank is arranged on the second support frame, and the top of the tank is set
There is experiment shed, experiment shed is covered on tank；
The seepage flow separating tank is arranged on center in the tank, and the front end of the seepage flow separating tank is provided with coupled logical
Forebay, the front end of the forebay is fixed on the front side wall of tank, and the water inlet end of the water inlet pipe is connected to confession
On water tank, the water side of water inlet pipe is extended in forebay；
The rear end of the tank is provided with seepage flow and goes out circulation road, and the rear end of the seepage flow separating tank goes out circulation road provided with river, institute
State seepage flow and go out circulation road and be arranged on the underface that river goes out circulation road；The desilting cross bucket be arranged on river go out circulation road outlet
The lower section at place, the header tank is arranged on the lower section that the seepage flow goes out circulation road exit, and the desilting crosses bucket and is arranged on institute
State the top of header tank；
The bottom of gullet front end is hinged on the front end of the second support frame, and the bottom of gullet rear end is provided with supertronic device, described
Supertronic device uses hand-cranked spiral lifter, and hand-cranked spiral lifter can drive bottom of gullet rear end to lift；
The top that surrounding inside the experiment shed is provided with inside hair-dryer, the experiment shed is provided with shower and illumination
Pipe；It is provided with to adjust at the top of the experiment shed and is provided with image at the top of the 3rd support frame of height, the 3rd support frame
Collector, described image collector is connected by data wire with processing system.
2. the experimental facilities of simulated flow silt fluvial process as claimed in claim 1, it is characterised in that：The seepage flow separating tank
Side wall be made up of the four pieces of rectangle mutually riveted poly (methyl methacrylate) plates, be evenly equipped with the side wall of the seepage flow separating tank seepage flow circle
Hole, a diameter of 0.3cm of the seepage flow circular hole, the pitch of holes of the seepage flow circular hole is 0.8cm；The height of the seepage flow separating tank
For 15cm, thickness is 4mm；The interior of the seepage flow separating tank is provided with two layers of seepage flow filter screen, and one layer is that 150 purposes are stainless
Steel filter screen, the second layer is 200 mesh yarn filter screens.
3. the experimental facilities of simulated flow silt fluvial process as claimed in claim 1, it is characterised in that：The forebay
Material is lucite, and the forebay is internally provided with water inlet seepage flow separating tank, in the water inlet and seepage flow
The position of separating tank contact is vertically arranged with import overfall, the position that circulation road contacts with seepage flow separating tank is gone out in river vertical
It is provided with outlet overfall.
4. the experimental facilities of simulated flow silt fluvial process as claimed in claim 1, it is characterised in that：The seepage flow separating tank
Interior laying experiment is husky, to simulate riverbed structure, and the husky thickness of the experiment is more than 10cm, and less than or equal to seepage flow separating tank
Highly.
5. the experimental facilities of simulated flow silt fluvial process as claimed in claim 1, it is characterised in that：The water inlet pipe is U
The lucite tube of shape, the water inlet pipe is provided with flow control valve, the water inlet on the vertical pipeline section of supply tank side
Pipe is provided with suspended body flowmeter on the vertical pipeline section of forebay side, between the flow control valve and suspended body flowmeter
The bottom of water inlet pipe be provided with weeper, the material of the weeper is rubber,.
6. the experimental facilities of simulated flow silt fluvial process as claimed in claim 1, it is characterised in that：The hand-cranked spiral
Lifter includes handwheel, base, leading screw and taken over a business, and the handwheel drives the first bevel gear rotation in base, first bevel gear
It is connected with second bevel gear engagement, first bevel gear can drive second bevel gear to rotate, the centre bore and leading screw of second bevel gear
It is connected through a screw thread, second bevel gear can drive leading screw to lift, leading screw top is provided with, and bottom of gullet rear end can be driven by taking over a business
Lifting.
7. the experimental facilities of simulated flow silt fluvial process as claimed in claim 1, it is characterised in that：The header tank is casting
Iron material, thickness is 4mm, and the section that the first support frame, the second support frame and the 3rd support frame are 5cm × 5cm is square
Hollow pipe support, material is cast iron materials.
8. the experimental facilities of simulated flow silt fluvial process as claimed in claim 1, it is characterised in that：Inside the header tank
The first filter screen is provided with, desilting crosses interior of bucket and is provided with the second filter screen, and the bottom that desilting crosses water drum is provided with bucket delivery port.
9. the experimental facilities of simulated flow silt fluvial process as claimed in claim 1, it is characterised in that：The tank and catchment
The inside and outside of case scribbles paint.
10. the experimental facilities of simulated flow silt fluvial process as claimed in claim 1, it is characterised in that：The supply tank
Material is lucite；The front side vertical of the water inlet of supply tank is provided with flow steadying grid, and flow steadying grid is the riser knot for being covered with circular hole
Structure.
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108018824A (en) * | 2017-10-26 | 2018-05-11 | 四川大学 | A kind of Sedimentary Model of Braided River physical simulation test system |
| CN110610645A (en) * | 2019-09-27 | 2019-12-24 | 珠江水利委员会珠江水利科学研究院 | Sediment movement demonstration structure |
| CN111236137A (en) * | 2020-03-13 | 2020-06-05 | 浙江省水利河口研究院 | Movable type counter-slope water rising device and method for river model moving bed area |
| CN114333537A (en) * | 2022-01-04 | 2022-04-12 | 王大宇 | River network and river power simulation device and simulation method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB183536A (en) * | 1921-04-18 | 1922-07-18 | Oscar Stromborg | Means and methods for forming temporary structures for various uses |
| SU1165727A1 (en) * | 1981-09-21 | 1985-07-07 | Ленинградский Государственный Институт По Проектированию Водохозяйственного И Мелиоративного Строительства | Method of simulating seepage flow of hydraulic structure |
| CN102296561A (en) * | 2011-06-10 | 2011-12-28 | 三峡大学 | Demonstration table for evolution of natural channel |
| CN102635087A (en) * | 2012-02-26 | 2012-08-15 | 长安大学 | River infiltration simulating device |
| CN103091214A (en) * | 2011-10-29 | 2013-05-08 | 成都理工大学 | Under-dam seepage flow experiment apparatus |
| CN205894042U (en) * | 2016-06-01 | 2017-01-18 | 中国电建集团华东勘测设计研究院有限公司 | Discharge system of slurry leakage water |
| CN206768724U (en) * | 2017-05-08 | 2017-12-19 | 天津大学 | The experimental facilities of simulated flow silt fluvial process |
-
2017
- 2017-05-08 CN CN201710318107.4A patent/CN107059764B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB183536A (en) * | 1921-04-18 | 1922-07-18 | Oscar Stromborg | Means and methods for forming temporary structures for various uses |
| SU1165727A1 (en) * | 1981-09-21 | 1985-07-07 | Ленинградский Государственный Институт По Проектированию Водохозяйственного И Мелиоративного Строительства | Method of simulating seepage flow of hydraulic structure |
| CN102296561A (en) * | 2011-06-10 | 2011-12-28 | 三峡大学 | Demonstration table for evolution of natural channel |
| CN103091214A (en) * | 2011-10-29 | 2013-05-08 | 成都理工大学 | Under-dam seepage flow experiment apparatus |
| CN102635087A (en) * | 2012-02-26 | 2012-08-15 | 长安大学 | River infiltration simulating device |
| CN205894042U (en) * | 2016-06-01 | 2017-01-18 | 中国电建集团华东勘测设计研究院有限公司 | Discharge system of slurry leakage water |
| CN206768724U (en) * | 2017-05-08 | 2017-12-19 | 天津大学 | The experimental facilities of simulated flow silt fluvial process |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108018824A (en) * | 2017-10-26 | 2018-05-11 | 四川大学 | A kind of Sedimentary Model of Braided River physical simulation test system |
| CN108018824B (en) * | 2017-10-26 | 2020-09-11 | 四川大学 | Braided river flow physical simulation test system |
| CN110610645A (en) * | 2019-09-27 | 2019-12-24 | 珠江水利委员会珠江水利科学研究院 | Sediment movement demonstration structure |
| CN111236137A (en) * | 2020-03-13 | 2020-06-05 | 浙江省水利河口研究院 | Movable type counter-slope water rising device and method for river model moving bed area |
| CN111236137B (en) * | 2020-03-13 | 2024-03-26 | 浙江省水利河口研究院 | River model moving bed area movable type reverse slope water rising device and method |
| CN114333537A (en) * | 2022-01-04 | 2022-04-12 | 王大宇 | River network and river power simulation device and simulation method |
| CN114333537B (en) * | 2022-01-04 | 2023-07-28 | 王大宇 | River power simulation device and simulation method for river network |
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