CN107034839A - Self-circulation type river develops experimental system - Google Patents
Self-circulation type river develops experimental system Download PDFInfo
- Publication number
- CN107034839A CN107034839A CN201710318106.XA CN201710318106A CN107034839A CN 107034839 A CN107034839 A CN 107034839A CN 201710318106 A CN201710318106 A CN 201710318106A CN 107034839 A CN107034839 A CN 107034839A
- Authority
- CN
- China
- Prior art keywords
- tank
- seepage flow
- river
- water inlet
- goes out
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/40—Controlling or monitoring, e.g. of flood or hurricane; Forecasting, e.g. risk assessment or mapping
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Instructional Devices (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
Experimental system is developed the invention discloses a kind of self-circulation type river, 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；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 illumination simulation, precipitation and blowing, simulation water reusable edible.
Description
Technical field
The invention belongs to hydraulic engineering experimental provision, more particularly to it is a kind of can illumination simulation, precipitation and blowing follow certainly
Ring type river develops experimental system.
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, water circulation system is that floor space is big and flexibility is small from excavation groundwater reservoir water intaking；
Two are, do not consider the influence of infiltration loss completely.Some scholars are in order to reduce flow loss caused by seepage flow, to river before experiment
Bed adds water down to silt pore water saturation, but this way and the seepage flow deviation of actual river evolution process are larger.Because river
Road seepage flow is the overall process generation in evolvement simulation, and is being continually changing with the change of total inbound traffics and river course form.In nature
In river evolution process, infiltration loss is a critically important part, be can not be ignored.Limiting to the current research for river course seepage flow more
In range statistics analysis, the research for seepage characteristic and rule in river evolution process it is still less, it is necessary in theoretical model and
Consider and calculate in detail in experimentation.
The content of the invention
The present invention develops experiment system for deficiency present in existing experimental study there is provided a kind of self-circulation type river
System, 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 riverbank
Seepage characteristic and rule in influence of the boundary condition to river evolving development, river evolution process etc..
The purpose of the present invention is achieved through the following technical solutions：
Self-circulation type river develops experimental system, including supply tank, water inlet pipe, circulation line, drainpipe, water pump, catchments
Case, 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, and the desilting crosses bucket and is arranged on institute
State the top of header tank；
The supply tank is divided into water supply chamber and drip chamber, and the bottom of header tank is connected by the circulation line with drip chamber,
The drip chamber is connected by the drainpipe with the top of header tank；
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 3 is provided with two
Layer 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；Circulation line is to be provided with water pump on iron pipe, circulation line；Drainpipe is screw thread
Plastic tube.
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 water supply chamber 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.Invention experimental provision system into
Work(is by the new instrument of professional skill field, and New technical use wherein, has accomplished advance.And improve the measurement essence of traditional experiment
Degree.
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 crosses bucket structure schematic diagram for the desilting of the present invention,
Fig. 6 is the schematic diagram of the seepage flow circular hole of the seepage flow separating tank of the present invention,
Fig. 7 is the schematic diagram at the top inside the experiment shed of the present invention,
Fig. 8 is experimental rig floor plan of the invention,
Fig. 9 is seepage flow flow-gradient relation curve in experiment,
Figure 10 is seepage flow flow-discharge relation curve in experiment
Figure 11 is RUN3 group river evolutions in experiment,
Figure 12 is river course silt discharge change procedure in experiment,
Wherein, 1 is supply tank, and 1-1 is drip chamber, and 1-2 is water supply chamber, and 1-3 is flow steadying grid, and 2 be the first support frame, and 3 are
Water inlet pipe, 3-1 is flow control valve, and 3-2 is suspended body flowmeter, and 3-3 is weeper, and 4 be the second support frame, and 5 be drainpipe,
6 be water pump, and 7 be circulation line, and 8 be data wire, 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
Two filter screens, 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 are
Shower, 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, 22-
1 is import overfall, and 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 1~7, self-circulation type river develops experimental system, including supply tank 1, water inlet pipe 3, circulation line
7th, drainpipe 5, water pump 6, 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
13rd, tank 14, experiment shed 15, hair-dryer 16, shower 17, lighting tube 18, image acquisition device 20, processing system 21, before water inlet
Pond 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；
1 point of the supply tank is water supply chamber 1-2 and drip chamber 1-1, and the circulation line 7 is by the bottom of header tank 9 and row
Hydroecium is connected 1-1, and the drip chamber 1-1 is connected by the drainpipe 5 with the top of header tank 9；
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, it is necessary to which when the riverbed of simulation has certain slope, manually experiment bed material is paved into certain
The structure of the gradient.
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 3-3, weeper 3-3 material between control valve 3-1 and suspended body flowmeter
Expect that for rubber, weeper 3-3 is closed in experimentation with clip, after experiment terminates, clip is opened, by water inlet pipe
Water is emptied, and keeps closing after drying, it is to avoid current stop pipeline for a long time causes dirty fouling；Circulation line 7 is iron pipe, circulation
Water pump is provided with pipeline；Drainpipe is threaded plastic pipe.
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 water supply chamber 1-2 water inlet is provided with flow steadying grid
1-3, flow steadying grid 1-3 are the riser structure for being covered with circular hole, play 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.
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.According to experiment needs, bed material is manually laid to certain slope, to simulate the riverbed of different gradient, can be wanted according to experiment
Ask and excavating river course two sides plantation grass seeds, or plug bamboo stick and change riverbank intensity.
(2) water pump is opened, current are extracted out from header tank, enter supply tank by circulation line, supply tank is experimental provision
Steady flow is provided for system；Current pass through flow control valve, suspended body flowmeter again, into forebay；Import overfall is crossed to enter
Enter tank, a part of current are along river course and carry silt through exporting overfall, go out circulation road outflow from river, water is crossed into desilting
Bucket, by filter sand, Graceful stream circulating reflux to header tank；Another part current ooze along under bed material, by seepage flow separating tank, edge
Passage between groove and groove finally goes out circulation road from seepage flow and flows out to header tank, completes water circulation；It is river course that river passage, which goes out stream,
Flow, it is seepage flow flow that seepage channel, which goes out stream, by suspended body flowmeter, river course total flow is read, by graduated cylinder in river passage
The discharge of river and seepage flow flow are measured with seepage channel outlet.
(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. 8 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 Fig. 9 and Figure 10, RUN1 seepage dischargies are substantially big compared with RUN2~RUN5, be because initial bed surface is in insatiable hunger
And saturation state, seepage flow gradient is far longer than saturation state, this be also many scholar's research when doing channel change experiment, first note
The reason for water.When bed material reaches saturation state, seepage flow can be approximately decomposed into horizontal seepage flow and longitudinal seepage flow two parts, laterally
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, ooze
Flow can increase with the increase of the discharge of river and hydraulic slope, but influence degree is different.Fig. 9 and Figure 10 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 11 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 11 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 12.
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. self-circulation type river develops experimental system, it is characterised in that：Including supply tank, water inlet pipe, circulation line, drainpipe,
Water pump, header tank, desilting, which cross bucket, river and go out circulation road, seepage flow, goes out circulation road, seepage flow separating tank, tank, experiment shed, blowing
Machine, 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, 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, and the desilting crosses bucket and is arranged on described catchment
The top of case；
The supply tank is divided into water supply chamber and drip chamber, and the bottom of header tank is connected by the circulation line with drip chamber, described
The drip chamber is connected by drainpipe with the top of header tank；
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. self-circulation type river as claimed in claim 1 develops experimental system, it is characterised in that：The side wall of the seepage flow separating tank
It is made up of the four pieces of rectangle mutually riveted poly (methyl methacrylate) plates, seepage flow circular hole is evenly equipped with the side wall of the seepage flow separating tank, it is described
A diameter of 0.3cm of 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 is 15cm,
Thickness is 4mm；The interior of the seepage flow separating tank is provided with two layers of seepage flow filter screen, one layer be 150 mesh stainless steel filtering net,
The second layer is 200 mesh yarn filter screens.
3. self-circulation type river as claimed in claim 1 develops experimental system, it is characterised in that：The material of the forebay is
Lucite, the forebay is internally provided with water inlet seepage flow separating tank, in the water inlet and seepage flow separating tank
The position of contact is vertically arranged with import overfall, and circulation road is gone out in river and is vertically arranged with the position that seepage flow separating tank is contacted
Export overfall.
4. self-circulation type river as claimed in claim 1 develops experimental system, it is characterised in that：Laid in the seepage flow separating tank
Experiment is husky, to simulate riverbed structure, and the husky thickness of the experiment is more than 10cm, and less than or equal to the height of seepage flow separating tank.
5. self-circulation type river as claimed in claim 1 develops experimental system, it is characterised in that：The water inlet pipe has for U-shaped
Machine glass tube, the water inlet pipe is provided with flow control valve on the vertical pipeline section of supply tank side, and the water inlet pipe is close
Suspended body flowmeter, the water inlet between the flow control valve and suspended body flowmeter are provided with the vertical pipeline section of forebay side
The bottom of pipe is provided with weeper, and the material of the weeper is rubber, and the circulation line is iron pipe, follows the endless tube
Water pump is provided with road；The drainpipe is threaded plastic pipe.
6. self-circulation type river as claimed in claim 1 develops experimental system, it is characterised in that：The height of the tank is
25cm。
7. self-circulation type river as claimed in claim 1 develops experimental system, it is characterised in that：The header tank is cast iron material
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 the hollow of square
Pipe support, material is cast iron materials.
8. self-circulation type river as claimed in claim 1 develops experimental system, it is characterised in that：The header tank is internally provided with
First filter screen, 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. self-circulation type river as claimed in claim 1 develops experimental system, it is characterised in that：The tank and header tank it is interior
Portion and outside scribble paint.
10. self-circulation type river as claimed in claim 1 develops experimental system, it is characterised in that：The material of the supply tank is
Lucite；The front side vertical of the water inlet of water supply chamber is provided with flow steadying grid, and flow steadying grid is the riser structure for being covered with circular hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710318106.XA CN107034839B (en) | 2017-05-08 | 2017-05-08 | Self-circulation river evolution experimental system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710318106.XA CN107034839B (en) | 2017-05-08 | 2017-05-08 | Self-circulation river evolution experimental system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107034839A true CN107034839A (en) | 2017-08-11 |
| CN107034839B CN107034839B (en) | 2022-07-12 |
Family
ID=59538298
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710318106.XA Active CN107034839B (en) | 2017-05-08 | 2017-05-08 | Self-circulation river evolution experimental system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107034839B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110006787A (en) * | 2019-04-18 | 2019-07-12 | 河海大学 | A kind of experimental provision monitoring emptying gap space-pollution object migration rule |
| CN111127992A (en) * | 2019-12-17 | 2020-05-08 | 燕山大学 | River evolution simulation device and experiment method for automatically generating terrain |
| CN111795723A (en) * | 2020-07-15 | 2020-10-20 | 生态环境部南京环境科学研究所 | Polluted river environment simulation device for aquatic organism toxicity research and operation method |
Citations (8)
| 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 |
| CN102635087A (en) * | 2012-02-26 | 2012-08-15 | 长安大学 | River infiltration simulating device |
| CN103233441A (en) * | 2013-04-19 | 2013-08-07 | 河海大学 | Multiple embankment foundation pipeline type piping seepage deformation model and test method |
| CN103236209A (en) * | 2013-05-13 | 2013-08-07 | 青岛理工大学 | River course cross section two-dimensional underground seepage flow mechanics experimental apparatus |
| CN203768857U (en) * | 2014-03-05 | 2014-08-13 | 河海大学 | Model device for utilizing temperature field to acquire dam foundation permeating flow velocity |
| CN105547966A (en) * | 2016-01-28 | 2016-05-04 | 成都理工大学 | Aeration zone and saturated zone percolation experiment device under control of intermittent river |
| CN206768725U (en) * | 2017-05-08 | 2017-12-19 | 天津大学 | Self-circulation type river develops experimental system |
-
2017
- 2017-05-08 CN CN201710318106.XA patent/CN107034839B/en active Active
Patent Citations (8)
| 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 |
| CN102635087A (en) * | 2012-02-26 | 2012-08-15 | 长安大学 | River infiltration simulating device |
| CN103233441A (en) * | 2013-04-19 | 2013-08-07 | 河海大学 | Multiple embankment foundation pipeline type piping seepage deformation model and test method |
| CN103236209A (en) * | 2013-05-13 | 2013-08-07 | 青岛理工大学 | River course cross section two-dimensional underground seepage flow mechanics experimental apparatus |
| CN203768857U (en) * | 2014-03-05 | 2014-08-13 | 河海大学 | Model device for utilizing temperature field to acquire dam foundation permeating flow velocity |
| CN105547966A (en) * | 2016-01-28 | 2016-05-04 | 成都理工大学 | Aeration zone and saturated zone percolation experiment device under control of intermittent river |
| CN206768725U (en) * | 2017-05-08 | 2017-12-19 | 天津大学 | Self-circulation type river develops experimental system |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110006787A (en) * | 2019-04-18 | 2019-07-12 | 河海大学 | A kind of experimental provision monitoring emptying gap space-pollution object migration rule |
| CN110006787B (en) * | 2019-04-18 | 2021-08-31 | 河海大学 | Experimental device for monitoring migration rule of pollutants in variable-air-gap space |
| CN111127992A (en) * | 2019-12-17 | 2020-05-08 | 燕山大学 | River evolution simulation device and experiment method for automatically generating terrain |
| CN111795723A (en) * | 2020-07-15 | 2020-10-20 | 生态环境部南京环境科学研究所 | Polluted river environment simulation device for aquatic organism toxicity research and operation method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107034839B (en) | 2022-07-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206768725U (en) | Self-circulation type river develops experimental system | |
| CN105780716B (en) | A kind of fish pass experimental provision and its operation method | |
| CN107083760A (en) | River develops experimental provision | |
| CN107059764A (en) | The experimental facilities of simulated flow silt fluvial process | |
| CN101813605B (en) | Permeable environment simulator experimental device and method suitable for permeable brick | |
| CN108286237B (en) | Physical model and experimental method for influence of sand-containing water flow on water temperature structure of layered reservoir | |
| CN107034839A (en) | Self-circulation type river develops experimental system | |
| CN206768724U (en) | The experimental facilities of simulated flow silt fluvial process | |
| CN104881051B (en) | Self-elevating irrigation water volume accurate metering and control device | |
| CN103485305B (en) | Experimental device for release accelerating research of oversaturated gas in under-dam watercourses | |
| CN105010095B (en) | Specific discharge type irrigation water metering and controlling device | |
| CN207832791U (en) | Soil loss monitoring device | |
| CN203011668U (en) | Slope-adjustable rectangular sink device for simulating bottom bud corrosion and transmission characteristics | |
| CN103898863B (en) | A kind of method studying sediment incipient motion under non-submersion rigid vegetation condition | |
| CN104563055B (en) | A kind of simulation tailing dam ecological revetment system | |
| CN105075810A (en) | Sliding lever-type metering and control device for irrigation water quantity | |
| CN108999152B (en) | The distribution method and garbage barrier net of garbage barrier net in a kind of bend water intaking open channel | |
| CN205910180U (en) | Artificial rainfall simulation analog system | |
| CN206768726U (en) | River develops experimental provision | |
| CN110308084A (en) | Simulate the real-time measurement apparatus of water-permeable brick real operating environments and coefficient of permeability variation | |
| CN108287055B (en) | Adjustable tidal wave experiment water tank device | |
| CN206074580U (en) | A kind of experimental system for low impact development facility simulation of water quality | |
| CN109000731B (en) | The experimental rig and method that research inlet for stom water chocking-up degree influences water discharged amount | |
| CN108398541B (en) | Experimental device and experimental method for adjustable riverbed plant | |
| CN208201768U (en) | A kind of physical model that silt carrying flow influences Stratified reservoir water temperature structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |