CN206096119U - Become three -dimensional three -dimensional simulation monitoring runoff test tank of sloping formula interflow - Google Patents
Become three -dimensional three -dimensional simulation monitoring runoff test tank of sloping formula interflow Download PDFInfo
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- CN206096119U CN206096119U CN201620924448.7U CN201620924448U CN206096119U CN 206096119 U CN206096119 U CN 206096119U CN 201620924448 U CN201620924448 U CN 201620924448U CN 206096119 U CN206096119 U CN 206096119U
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- 238000012544 monitoring process Methods 0.000 title claims abstract description 60
- 238000012360 testing method Methods 0.000 title claims abstract description 44
- 238000004088 simulation Methods 0.000 title claims abstract description 10
- 230000033228 biological regulation Effects 0.000 claims description 19
- 239000000700 radioactive tracer Substances 0.000 claims description 14
- 210000005056 cell body Anatomy 0.000 claims description 12
- 239000002689 soil Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 238000011160 research Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
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- 239000010959 steel Substances 0.000 description 4
- 238000012546 transfer Methods 0.000 description 4
- 238000013461 design Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000003344 environmental pollutant Substances 0.000 description 2
- 231100000719 pollutant Toxicity 0.000 description 2
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- 238000003911 water pollution Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000000356 contaminant Substances 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
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- 230000001360 synchronised effect Effects 0.000 description 1
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Abstract
The utility model discloses a become three -dimensional three -dimensional simulation monitoring runoff test tank of sloping formula interflow, the on -line screen storage device comprises a base, the base on set gradually preceding movable support rod, footpath chute fixed support bar and adjust slope spiral bracing piece, preceding movable support rod, footpath chute fixed support bar and adjust slope spiral bracing piece on set up a set of footpath chute. The utility model discloses the velocity of flow of different degree of depth interflows both can have been monitored, the flow of different degree of depth interflows can also be monitored. The spike agent of throwing in from spike agent pipe can be monitored along with the reach position of interflow to the flow monitoring delivery port of footpath chute flow velocity monitoring hole of leaning to one side and footpath chute front end, and then can calculate the velocity of flow and the run -off of interflow to can realize the three -dimensional stereoscopic monitoring of interflow.
Description
Technical field
The utility model belongs to Soil Moisture Dynamics, domatic hydrology, water and soil conservation and widespread pollution from the overuse of fertilizers and pesticides in rural area preventing and treating simulation
Monitoring test engineering device technique field, and in particular to one kind becomes slope formula interflow 3 D stereo simulation monitoring runoff test flume.
Background technology
Under the increasingly serious present situation background of soil pollution and underground water pollution, research soil pollutant is with precipitation infiltration
Dynamic migration, relation of process, soil pollutant and underground water pollution that surface water body is carried along into slope runoff etc. are mesh
The emphasis and focus of front environmental geoscience research.However, due to the uncontrollability of natural rainfall, using indoors artificial simulated rainfall
Experimental study mode under control, the always primary metering method of this research field.It follows that simulation laboratory test device
The innovation of design, the transformation for carrying out device by different tests purpose is the key that test obtains expected purpose.
Footpath used by the current indoors artificial simulated rainfall monitoring test with regard to interflow and the Contaminants Transport of carrying
Chute, simply the bottom in footpath chute end open up the afflux groove of an interflow, the total of footpath chute interflow can only be monitored
Amount, it is impossible to monitor the dynamic process of interflow, the flow velocity of different section different depth interflow can not be monitored, also do not set
It is equipped with the delivery device of interflow flow monitoring tracer.
The gradient is to affect one of dynamic major control factor of interflow, under the conditions of other envirment factor identicals, no
It is different with the interflow dynamic process caused by the gradient.Interflow under in order to monitor different rainfall intensities in the case of different gradient
Feature, the method for mostly test monitoring being simulated using the test footpath chute for becoming slope formula.At present it becomes slope formula type of device and has：
（1）Fixed hydraulic supertronic steel tank and mobile hydraulic supertronic steel tank.This apparatus structure is complicated, and cost is high, and required reality
Test place big.（2）Fixed hand change slope test steel tank and movable hand rotated become slope test steel tank.The type device is only applicable to
Visite section, because the torque for producing manually is little.（3）Utility model person once designed a kind of " change slope formula water of assembly pulley control
Soil is lost in monitoring test device ", apply to china national practical new-type patent, Patent No.：ZL201520056256.4.Pass through
Test is used, if its drawback is native case filling after the soil body, because soil mass is big, the strong point is forward, and pulley pulls up more expense
Power, adds block also inconvenient in footpath chute rear end both sides using support bar, also cannot continuously change the gradient.
Utility model content
In order to make up the deficiencies in the prior art, the utility model provides a kind of slope formula interflow 3 D stereo that becomes and simulates monitoring
The technical scheme of runoff test flume is as follows.
A kind of described slope formula interflow 3 D stereo that becomes simulates monitoring runoff test flume, it is characterised in that：Including base,
Set gradually front movable support rod, footpath chute on described base to fix support bar and adjust gradient spiral support bar, it is described
Front movable support rod, footpath chute are fixed support bar and are adjusted and arrange one group of footpath chute on gradient spiral support bar；Wherein, front activity
Support bar lower end rolls with base and is connected, and upper end connection footpath chute, footpath chute is fixed support bar lower end and is fixedly connected with base, on
End rotates with footpath chute and is connected, and it is scalable Split type structure to adjust gradient spiral support bar, including the regulation slope being connected with base
Degree hollow support rails, described regulation gradient hollow support rails upper end rotates connection adjusting handle, adjusts gradient hollow support rails
Interior grafting adjusts gradient screw rod, and described regulation gradient screw rod is threadedly coupled with adjusting handle, adjusts on gradient screw rod
End is connected with footpath chute.
A kind of described slope formula interflow 3 D stereo that becomes simulates monitoring runoff test flume, it is characterised in that：Described footpath
Chute is that multilayer flow monitors footpath chute, and every layer of cell body front end is provided with flow monitoring delivery port, and every layer of cell body leans to one side to be provided with flow velocity
Monitoring holes.
A kind of described slope formula interflow 3 D stereo that becomes simulates monitoring runoff test flume, it is characterised in that：Described footpath
Chute upper end is provided with slope runoff afflux groove, and cell body extends forward, and cell body front end is provided with slope runoff afflux groove delivery port.
A kind of described slope formula interflow 3 D stereo that becomes simulates monitoring runoff test flume, it is characterised in that：Described footpath
Chute rear end arranges one group of tracer pipe.
A kind of described slope formula interflow 3 D stereo that becomes simulates monitoring runoff test flume, it is characterised in that：Before described
Movable support rod has two, is respectively provided with footpath chute or so two ends, and front movable support rod upper end covers successively and connects fixing nut, turns
Dynamic lasso and lower fixing nut, upper fixing nut and lower fixing nut are fixed and rotate lasso, the rotation of two front movable support rods
Front movable support rod orientation is fixedly connected between lasso and changes axle, described front movable support rod orientation changes axle and is plugged in setting
In fixation hollow crossbeam before the footpath chute of runoff front of the slot.
A kind of described slope formula interflow 3 D stereo that becomes simulates monitoring runoff test flume, it is characterised in that：Before described
Movable support rod lower end arranges scroll wheel under front movable support rod, and scroll wheel is opened with base both sides under described front movable support rod
If roller track roll connection.
A kind of described slope formula interflow 3 D stereo that becomes simulates monitoring runoff test flume, it is characterised in that：Described footpath
Chute fixes support bar two, and two footpath chutes fix connect setting footpath chute rotary shaft between support bar, described runoff
Groove rotary shaft is rotated with footpath chute and is connected.
A kind of described slope formula interflow 3 D stereo that becomes simulates monitoring runoff test flume, it is characterised in that：Described tune
Section gradient screw rod upper end arranges and adjusts rotary shaft on gradient screw rod, and rotary shaft two ends are inserted on described regulation gradient screw rod
It is connected to and is arranged on after the footpath chute of footpath chute rear end in upper hollow crossbeam, adjusts gradient hollow support rails lower end and the regulation gradient is set
Rotary shaft under support bar, under rotary shaft two ends are plugged in and are arranged on after the base of base rear end under described regulation gradient support bar
In hollow crossbeam.
A kind of described slope formula interflow 3 D stereo that becomes simulates monitoring runoff test flume, it is characterised in that：Described footpath
Chute rear end arranges slope indicator.
The beneficial effects of the utility model：
（1）, the utility model can both monitor the flow velocity of different depth interflow, additionally it is possible to monitor different depth interflow
Flow.The flow monitoring hole and the flow monitoring delivery port of runoff front of the slot that footpath chute is leaned to one side can monitor from tracer pipe and throw
The tracer put and then can calculate the flow velocity and run-off of interflow with the in-position of interflow such that it is able to realize
The 3 D stereo monitoring of interflow.This design belongs to pioneering in this research field.The utility model supplements interflow flow velocity
It is that interflow and deeply monitoring with high accuracy lab simulation for solute transfer provide with the blank in solute transfer dynamic monitoring field
Technical support；
（2）, the utility model footpath chute fix support bar be fixed on runoff groove center, without arduously can just change runoff
Trough slope, is adjusted by becoming slope, can reveal that the multidate information of interflow and carrying pollutant under different gradient；
（3）, employ adjusting handle and lifted and adjust gradient screw rod height, it is easily laborsaving for regulated flow trough slope,
It is easily controllable；
（4）, be provided with slope indicator, can accurately indicate that footpath chute becomes angle of slope, it is convenient determine become angle of slope；
（5）, the utility model dismounting at any time and can on the spot be installed according to test needs, therefore can anywhere do
Test, funds in need are few, and test effect is good.
Description of the drawings
Fig. 1 is the utility model dimensional structure diagram；
Fig. 2 is the utility model side structure schematic view；
Fig. 3 is the substructure schematic diagram of movable support rod before the utility model；
Fig. 4 is the top attachment structure schematic diagram of movable support rod before the utility model；
Fig. 5 is the structural representation of the utility model slope indicator；
Fig. 6 is the slope indicator main scale and the micro- chi structural representation of slope indicator of the utility model slope indicator；
Fig. 7 is the structural representation that the utility model adjusts gradient spiral support bar；
Fig. 8 is use state structural representation of the present utility model；
Fig. 9 is the utility model flow monitoring outlet structure schematic diagram.
In figure：1st, base, 11, sideslip groove, 12, roller track, 2, front movable support rod, 211, roll under front movable support rod
Driving wheel, 212, wheel shaft under front movable support rod, 213, front movable support rod lower whorl fixing nut, 221, front movable support rod orientation
Change axle, 222, rotate lasso, 2231, upper fixing nut, 2232, lower fixing nut, 3, footpath chute fix support bar, 31, footpath
Chute rotary shaft, 4, slope indicator, 41, the micro- chi rotary shaft of slope indicator, 42, slope indicator main scale, 43, the gradient indicates
The micro- chi frame of device, 44, the micro- chi of slope indicator, 45, the micro- chi indicator of slope indicator, 46, slope indicator fixed edge, 5, runoff
Groove, 51, flow monitoring hole, 52, slope runoff afflux groove delivery port, 53, flow monitoring delivery port, 531, flow monitoring delivery port
The side joint mouth of a river, 54, tracer pipe, 6, become gradient screw rod, 61, adjust rotary shaft on gradient screw rod, 62, adjusting handle, 63,
Adjust gradient screw rod, 64, adjust gradient hollow support rails, 65, adjust rotary shaft under gradient support bar, 7, fixed before the chute of footpath
Hollow crossbeam, 8, upper hollow crossbeam after the chute of footpath, 9, after base under hollow crossbeam.
Specific embodiment
Below in conjunction with the accompanying drawings the utility model is described in further detail.
As shown in figs 1-9, it is a kind of to become slope formula interflow 3 D stereo simulation monitoring runoff test flume, including base 1, base
Set gradually front movable support rod 2, footpath chute on 1 to fix support bar 3 and adjust gradient spiral support bar 6, front movable support rod
2nd, footpath chute is fixed support bar 3 and is adjusted and be arranged side by side two footpath chutes 5 on gradient spiral support bar 6.Base 1 be provided with it is front
Roller track 12 and sideslip groove 11 that movable support rod 2 coordinates, the rear end of base 1 is provided with and coordinates with regulation gradient spiral support bar 6
Base after under hollow crossbeam 9.
Footpath chute 5 is that multilayer flow monitors footpath chute, and every layer of cell body front end is provided with flow monitoring delivery port 53, flow monitoring
The connection traffic of the delivery port 53 monitoring delivery port side joint mouth of a river 531, every layer of cell body leans to one side to be provided with flow monitoring hole 51, on footpath chute 5
End is provided with slope runoff afflux groove, and cell body extends forward, and cell body front end is provided with slope runoff afflux groove delivery port 52.Footpath chute 5
Rear end arranges five tracer pipes 54.It is horizontal that the front end of footpath chute 5 is provided with fixation hollow before the footpath chute coordinated with front movable support rod 2
Beam 7, rear end is additionally provided with slope indicator 4, and coordinates upper hollow crossbeam 8 after the chute of footpath with gradient spiral support bar 6 is adjusted.
Front movable support rod 2 has two, is separately positioned on the two ends of footpath chute 5 or so, and the upper end of front movable support rod 2 covers successively
Connect fixing nut 2231, rotate lasso 222 and lower fixing nut 2232, upper fixing nut 2231 and lower fixing nut 2232 are solid
Surely lasso 222 is rotated, front movable support rod orientation is fixedly connected between the rotation lasso 222 of two front movable support rods 2 and is changed
Axle 221, front movable support rod orientation changes axle 221 and is plugged in before above-mentioned footpath chute in fixation hollow crossbeam 7.Front movable supporting
The lower end of bar 2 is provided with scroll wheel 211 under front movable support rod, scroll wheel 211 and above-mentioned bottom under described front movable support rod
The roller track 12 of 1 both sides of seat rolls connection, and scroll wheel 211 is by wheel shaft 212 under front movable support rod under front movable support rod
With the front interior smooth sliding on sideslip groove 11 of movable support rod lower whorl fixing nut 213, after the gradient of footpath chute 5 determines, pass through
Scroll wheel 211 under movable support rod before front movable support rod lower whorl fixing nut 213 is fixed outside sideslip groove 11.
Footpath chute fixes support bar 3 also two, is separately positioned on the left and right two ends at the middle part center of footpath chute 5, two footpaths
Chute fixes support bar 3 grafting and arranges footpath chute rotary shaft 31, and footpath chute fixes support bar 3 by footpath chute rotary shaft 31 and footpath
Chute 5 rotates connection.
It is scalable Split type structure to adjust gradient spiral support bar 6, including the regulation gradient hollow support being connected with base 1
Bar 64, adjusts the upper end of gradient hollow support rails 64 and rotates connection adjusting handle 62, adjusts grafting in gradient hollow support rails 64 and adjusts
Section gradient screw rod 63, adjusts gradient screw rod 63 and is threadedly coupled with adjusting handle 62, adjusts the upper end of gradient screw rod 63 and footpath
Chute 5 connects.Specifically exist, adjust the upper end of gradient screw rod 63 and rotary shaft 61 on regulation gradient screw rod is set, adjust gradient spiral shell
The two ends of rotary shaft 61 are plugged on after above-mentioned footpath chute in upper hollow crossbeam 8 on swing arm, adjust the lower end of gradient hollow support rails 64
Arrange and adjust rotary shaft 65 under gradient support bar, under the two ends of rotary shaft 65 are plugged on after above-mentioned base under regulation gradient support bar
In hollow crossbeam 9.Adjusting handle 62 is connected with adjusting gradient hollow support rails 64 and rotating, but both spatially can not separate,
Rotation adjusting handle 62, adjusts gradient screw rod 63 due to threaded function, will rise or declines, and plays change footpath chute 5 slope
The effect of degree.Adjusting handle 62 is easily laborsaving when using, it is easy to control.
Slope indicator of the present utility model 4 includes the micro- chi rotary shaft 41 of slope indicator, slope indicator main scale 42, slope
The micro- chi indicator 45 of the micro- chi 44, slope indicator of the micro- chi frame 43, slope indicator of degree indicator, slope indicator fixed edge 46.
Slope indicator main scale 42 adopts 90 °, and the precision on main scale is 0.5 ° of every lattice, and the micro- chi 44 of slope indicator is divided into 30 lattice, micro- chi
On 30 lattice it is identical with 29 lattice radian numbers on main scale, equivalent to 0.5 ° on main scale（30′）30 lattice being assigned on micro- chi
In, therefore every lattice are 1 ' on micro- chi.Fix on support bar 3 because two weight of footpath chute 5 are almost carried on footpath chute, be very easy to
Ground adjusts change slope trough slope by adjusting handle 62, and gradient size can be read out by becoming slope indicator.When using, the gradient
The slope indicator fixed edge 46 of indicator 4, i.e., 90 ° instruction lines are parallel to be fixed on the horizontal direction of footpath chute 5, easily indicates to be changed
The gradient of change.
Operation instruction of the present utility model：
1）According to the unit weight of soil different levels on the spot, the layering toward in footpath chute 5 loads test soil；
2）Adjust the gradient.The gradient according to needed for test footpath chute 5, by the upper solid of the rotation lasso 222 of front movable support rod 2
Determine screw 2231 somewhat up to twist, lower fixed screw 2232 down twists relatively large distance（So that the front end of footpath chute 5 can move down larger amplitude
Degree）.As shown in Figure 2,4, adjust and become slope screw rod 6, both hands rotation adjusting handle 62, clockwise（Hypothesis turns clockwise on screw rod
Rise, screw rod decline is turned counterclockwise）Continuous to rotate adjusting handle 62, adjusting gradient screw rod 63 can continuously rise, and adjust gradient spiral shell
On swing arm rotary shaft 61 and adjust under the gradient screw rod rotary shaft 65 will respectively after the chute of footpath on after hollow crossbeam 8 and base
Under fine rotation in hollow crossbeam 9, it is ensured that the gradient of footpath chute 5 is continuously adjusted, as shown in Figure 7；In footpath, the gradient of chute 5 is continuous
During regulation, under front movable support rod scroll wheel 211 can roll along roller track 12, meanwhile, rotate lasso 222 along
Front movable support rod 2 declines, and fixation hollow crossbeam 7 is with the front movable support rod orientation change axle 221 of the lasso before the chute of footpath
Axle synchronous axial system, it is ensured that rotating lasso 222 can freely up and down move on front movable support rod 2, until footpath chute 5 is rotated
When the gradient is specified.As shown in Fig. 8 and Fig. 5, footpath chute 5 is rotated, and slope indicator main scale 42 follows rotation, but the gradient is indicated
All the time downwards, angle indicated by the micro- chi indicator 45 of slope indicator is the gradient of footpath chute 5 to the micro- chi frame 43 of device, by upper fixed spiral shell
Silk 2231 is down tightened, and lower fixed screw 2232 is up tightened, as shown in Fig. 4,8, then by wheel shaft 212 under front movable support rod and
Sideslip groove 11 is tightened with front movable support rod lower whorl fixing nut 213, as shown in Fig. 3,8；
3）Tracer pipe 54 is acted on.Before on-test, load in five tracer pipes 54 and be pre-designed showing of using
Track agent, decontrols the mouth of pipe of tracer pipe 54 at on-test, makes tracer with interflow together undercurrent, and then in different section
With depth monitoring flow velocity；
4）Different depth interflow flow monitoring hole 51 acts on.Work as on-test, after tracer release, from designed
Monitor in 12 flow monitoring holes 51 of different section different depth the arrival time of tracer, and then calculate the stream of interflow
Quick-action state, realizes the 3 D stereo monitoring of interflow；
5）Different depth interflow flow monitoring delivery port 53 is acted on.After on-test, the front end of chute 5 in footpath,
Monitoring different depth interflow flow and slope runoff amount, and then the dynamic mistake of the pollutant for disclosing interflow and carrying can be played
Journey；
6）Slope runoff afflux groove delivery port 52 is acted on.For collecting slope runoff.
The utility model can both monitor the flow velocity of different depth interflow, additionally it is possible to monitor the stream of different depth interflow
Amount.The flow monitoring hole 51 and the flow monitoring delivery port 53 of the front end of footpath chute 5 that footpath chute 5 is leaned to one side can be monitored from tracer pipe
54 tracers thrown in and then can calculate the flow velocity and run-off of interflow with the in-position of interflow such that it is able to
Realize the 3 D stereo monitoring of interflow.This design belongs to pioneering in this research field.The utility model supplements interflow
Flow velocity and the blank in solute transfer dynamic monitoring field, are the deep and high accuracy lab simulation monitoring of interflow and solute transfer
There is provided technical support.
Funded Projects：Project of national nature science fund project（41471221）.
Claims (9)
- It is 1. a kind of to become slope formula interflow 3 D stereo simulation monitoring runoff test flume, it is characterised in that：Including base（1）, it is described Base（1）On set gradually front movable support rod（2）, footpath chute fix support bar（3）With regulation gradient spiral support bar （6）, described front movable support rod（2）, footpath chute fix support bar（3）With regulation gradient spiral support bar（6）It is upper to arrange one Group footpath chute（5）；Wherein, front movable support rod（2）Lower end and base（1）Roll connection, upper end connection footpath chute（5）, runoff Groove fixes support bar（3）Lower end and base（1）It is fixedly connected, upper end and footpath chute（5）Connection is rotated, gradient spiral support is adjusted Bar（6）For scalable Split type structure, including with base（1）The regulation gradient hollow support rails of connection（64）, described regulation slope Degree hollow support rails（64）Upper end rotates connection adjusting handle（62）, adjust gradient hollow support rails（64）Interior grafting adjusts the gradient Screw rod（63）, described regulation gradient screw rod（63）With adjusting handle（62）Threaded connection, adjusts gradient screw rod（63） Upper end and footpath chute（5）Connection.
- 2. a kind of slope formula interflow 3 D stereo that becomes according to claim 1 simulates monitoring runoff test flume, and its feature exists In：Described footpath chute（5）Footpath chute is monitored for multilayer flow, every layer of cell body front end is provided with flow monitoring delivery port（53）, often Layer cell body leans to one side to be provided with flow monitoring hole（51）.
- 3. a kind of slope formula interflow 3 D stereo that becomes according to claim 1 simulates monitoring runoff test flume, and its feature exists In：Described footpath chute（5）Upper end is provided with slope runoff afflux groove, and cell body extends forward, and cell body front end is provided with slope runoff collection Chute delivery port（52）.
- 4. a kind of slope formula interflow 3 D stereo that becomes according to claim 1 simulates monitoring runoff test flume, and its feature exists In：Described footpath chute（5）Rear end arranges one group of tracer pipe（54）.
- 5. a kind of slope formula interflow 3 D stereo that becomes according to claim 1 simulates monitoring runoff test flume, and its feature exists In：Described front movable support rod（2）There are two, be separately positioned on footpath chute（5）Left and right two ends, front movable support rod（2）On Successively set connects fixing nut at end（2231）, rotate lasso（222）With lower fixing nut（2232）, upper fixing nut（2231）With Lower fixing nut（2232）It is fixed to rotate lasso（222）, two front movable support rods（2）Rotation lasso（222）Between it is fixed Movable support rod orientation changes axle before connection（221）, described front movable support rod orientation changes axle（221）It is plugged in and is arranged on Footpath chute（5）Fixation hollow crossbeam before the footpath chute of front end（7）It is interior.
- 6. a kind of slope formula interflow 3 D stereo that becomes according to claim 1 simulates monitoring runoff test flume, and its feature exists In：Described front movable support rod（2）Lower end arranges scroll wheel under front movable support rod（211）, described front movable support rod Lower scroll wheel（211）With base（1）The roller track that both sides open up（12）Roll connection.
- 7. a kind of slope formula interflow 3 D stereo that becomes according to claim 1 simulates monitoring runoff test flume, and its feature exists In：Described footpath chute fixes support bar（3）There are two, two footpath chutes fix support bar（3）Between connect setting footpath chute Rotary shaft（31）, described footpath chute rotary shaft（31）With footpath chute（5）Rotate connection.
- 8. a kind of slope formula interflow 3 D stereo that becomes according to claim 1 simulates monitoring runoff test flume, and its feature exists In：Described regulation gradient screw rod（63）Upper end arranges and adjusts rotary shaft on gradient screw rod（61）, the described regulation gradient Rotary shaft on screw rod（61）Two ends are plugged in and are arranged on footpath chute（5）Upper hollow crossbeam after the footpath chute of rear end（8）It is interior, adjust Gradient hollow support rails（64）Lower end arranges and adjusts rotary shaft under gradient support bar（65）, lower turn of described regulation gradient support bar Moving axis（65）Two ends are plugged in and are arranged on base（1）Hollow crossbeam under after the base of rear end（9）It is interior.
- 9. a kind of slope formula interflow 3 D stereo that becomes according to claim 1 simulates monitoring runoff test flume, and its feature exists In：Described footpath chute（5）Rear end arranges slope indicator（4）.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620924448.7U CN206096119U (en) | 2016-08-23 | 2016-08-23 | Become three -dimensional three -dimensional simulation monitoring runoff test tank of sloping formula interflow |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201620924448.7U CN206096119U (en) | 2016-08-23 | 2016-08-23 | Become three -dimensional three -dimensional simulation monitoring runoff test tank of sloping formula interflow |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106124738A (en) * | 2016-08-23 | 2016-11-16 | 浙江大学 | Become slope formula interflow 3 D stereo simulation monitoring runoff test flume |
| CN108732328A (en) * | 2018-05-14 | 2018-11-02 | 安徽省（水利部淮河水利委员会）水利科学研究院（安徽省水利工程质量检测中心站） | A kind of bracing means for preventing hillside fields lysimeter from falling after rise |
| CN109709305A (en) * | 2018-12-27 | 2019-05-03 | 陕西地建土地工程技术研究院有限责任公司 | A kind of hillside fields interflow simulator and the method for simulating interflow |
| CN110344364A (en) * | 2019-06-28 | 2019-10-18 | 长江水利委员会长江科学院 | A kind of shallow ridges growth course dynamic monitoring system and method |
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2016
- 2016-08-23 CN CN201620924448.7U patent/CN206096119U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106124738A (en) * | 2016-08-23 | 2016-11-16 | 浙江大学 | Become slope formula interflow 3 D stereo simulation monitoring runoff test flume |
| CN108732328A (en) * | 2018-05-14 | 2018-11-02 | 安徽省（水利部淮河水利委员会）水利科学研究院（安徽省水利工程质量检测中心站） | A kind of bracing means for preventing hillside fields lysimeter from falling after rise |
| CN109709305A (en) * | 2018-12-27 | 2019-05-03 | 陕西地建土地工程技术研究院有限责任公司 | A kind of hillside fields interflow simulator and the method for simulating interflow |
| CN109709305B (en) * | 2018-12-27 | 2021-06-18 | 陕西地建土地工程技术研究院有限责任公司 | Slope interflow simulation device and method for simulating interflow |
| CN110344364A (en) * | 2019-06-28 | 2019-10-18 | 长江水利委员会长江科学院 | A kind of shallow ridges growth course dynamic monitoring system and method |
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