CN112858055A - Intelligent test model and method for measuring anti-scouring performance of honeycomb restraint system - Google Patents
Intelligent test model and method for measuring anti-scouring performance of honeycomb restraint system Download PDFInfo
- Publication number
- CN112858055A CN112858055A CN202110176091.4A CN202110176091A CN112858055A CN 112858055 A CN112858055 A CN 112858055A CN 202110176091 A CN202110176091 A CN 202110176091A CN 112858055 A CN112858055 A CN 112858055A
- Authority
- CN
- China
- Prior art keywords
- water
- section
- storage device
- electromagnetic valve
- test
- 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.)
- Pending
Links
Images
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/32—Investigating strength properties of solid materials by application of mechanical stress by applying repeated or pulsating forces
- G01N3/36—Investigating strength properties of solid materials by application of mechanical stress by applying repeated or pulsating forces generated by pneumatic or hydraulic means
-
- 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
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/0001—Type of application of the stress
- G01N2203/0005—Repeated or cyclic
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/003—Generation of the force
- G01N2203/0042—Pneumatic or hydraulic means
- G01N2203/0048—Hydraulic means
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/02—Details not specific for a particular testing method
- G01N2203/0202—Control of the test
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Immunology (AREA)
- Pathology (AREA)
- Analytical Chemistry (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- General Physics & Mathematics (AREA)
- Physics & Mathematics (AREA)
- Chemical & Material Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Health & Medical Sciences (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Examining Or Testing Airtightness (AREA)
Abstract
The invention relates to the technical field of water environment ecological management, in particular to an intelligent test model and a method for measuring the scouring resistance of a honeycomb restraint system.
Description
Technical Field
The invention relates to the technical field of water environment ecological management, in particular to an intelligent test model and method for measuring the scouring resistance of a honeycomb restraint system.
Background
In the river regulation construction engineering in the past, traditional revetment is mostly used. Traditional revetment is often limited to basic functions such as flood control, diversion, shipping, generally adopts hard materials such as grouted block stone, stereoplasm barricade, cast-in-place concrete barricade, under the circumstances that satisfies requirements such as bank slope stability and flood control safety, neglects the ecological function of river.
In recent years, in river regulation, diversified requirements such as bank slope safety and stability, ecological protection, green landscape construction and the like need to be considered in ecological revetment design. Most of ecological revetment engineering materials are plant or natural engineering materials, which mainly ensure that water, soil and plants can be mutually connected, and strive to achieve the purposes of not damaging a water and soil self-adaptive channel, naturalizing a revetment material and rationalizing investment. With the gradual enhancement of awareness of environmental protection, the ecological revetment is widely applied.
The vigorous development of the material science greatly expands the usable materials of the ecological revetment. The honeycomb restraint system is used as a new geosynthetic material, has the characteristics of water permeability, soil conservation, soil fixation, load performance improvement and the like, and is increasingly widely applied to ecological revetment engineering. However, large-scale popularization is not achieved at present, and the anti-scouring property of the honeycomb cells in the honeycomb restraint system is not fully researched and proved, so that a test model is needed to be established to research the anti-scouring property of the honeycomb cells, and a basis is provided for designing the water environment treatment project slope by adopting the honeycomb restraint system. Traditional test model mostly is artifical regulation and control, this time combines information-based equipment, carries out intelligent control to test model, improves model control accuracy and test efficiency. Meanwhile, the water resource recycling device is additionally arranged in the test model in consideration of the recycling of water resources, so that the water resources are saved.
Disclosure of Invention
The invention improves the defects of the prior art, provides an intelligent test model and method for measuring the scouring resistance of the honeycomb restraint system, and particularly has the characteristic of providing a basis for slope design of water environment treatment engineering by adopting the honeycomb restraint system.
The technical problem solved by the invention can be realized by adopting the following technical scheme:
the utility model provides an experimental model of intelligent honeycomb restraint system scour resistance survey, includes water storage device, lets out groove device, return water pond, water supply installation and controlling means, let out the income water end of groove device and water storage device's delivery port intercommunication, let out the play water end of groove device and connect water supply installation, bottom in the water storage device is provided with pressure sensor, the last water level observation tube that is provided with of water storage device, water storage device's bottom is provided with the outlet of a river, and outlet of a river department is connected with the outlet pipe, and the outlet pipe other end and water supply installation intercommunication are connected with the outlet solenoid valve on the outlet pipe, water supply installation, outlet solenoid valve and pressure sensor and controlling means signal connection, water storage device's delivery port sets up on water storage device's lateral wall, and has the certain distance bottom apart from water storage device.
Further, water supply installation including catchment pond, water pump, inlet tube, the water pump sets up in catchment pond, the delivery port of water pump passes through inlet tube and water storage device water inlet intercommunication, water pump and controlling means signal connection.
Further, water supply installation including catchment pond, water pump, inlet tube, the water pump sets up in catchment pond, the delivery port of water pump passes through inlet tube and water storage device water inlet intercommunication, be provided with the solenoid valve of intaking on the inlet tube, the solenoid valve of intaking and controlling means signal connection.
Furthermore, a communicating structure for communicating the water return tank and the water collecting tank is arranged between the water return tank and the water collecting tank, and the other end of the water return pipe is communicated with the communicating structure.
Furthermore, the bottom of the chute device is connected with a plurality of support frames, the bottom of the water outlet end of the chute device is further connected with a first lifting structure, the bottom of the water inlet end of the chute device is further connected with a rotating shaft structure, and the bottom of the rotating shaft structure is fixedly connected onto the support frames.
Further, the chute discharging device comprises a transition section, a test section and a tail section, wherein the transition section, the test section and the tail section are sequentially and fixedly connected, the transition section and the tail section have the same structure, a groove is formed in the test section, and a honeycomb restraint system disc is placed in the groove.
Furthermore, the water outlet of the water storage device is provided with a pressure section, the pressure section is in sealing connection with the discharge groove device through a flexible piece, the pressure section is of an integrally formed cylindrical structure with openings at two ends, the end face structure of the pressure section is the same as that of the transition section, and the pressure section and the transition section are in sealing connection through the flexible piece.
Further, changeover portion, test section and afterbody section be both ends and open-top's groove structure, the bottom of changeover portion, test section and afterbody section all is provided with the horizontal plane section and connects the adjustable face section in horizontal plane section one side, the opposite side of horizontal plane section is connected with first manger plate face section perpendicularly, horizontal plane section one side and the adjustable face section one side swing joint of changeover portion, test section and afterbody section bottom, the outside extension of adjustable face section of changeover portion, test section and afterbody section bottom one side is perpendicular to be provided with the second manger plate face section with the horizontal plane, second manger plate face section highly keeps unanimous with first manger plate face section top, it has the recess that is used for placing honeycomb restraint system dish to open on the adjustable face section of test section bottom.
Further, horizontal plane section one side and adjustable face section one side pass through the hinge system and articulate, the hinge system includes first panel and second panel, rotate through the pivot between first panel and the second panel and be connected, first panel and second panel pass through the fix with screw respectively in the bottom of horizontal plane section and adjustable face section, the junction of horizontal plane section and adjustable face section is sealed through sealed glue, be fixedly connected with second elevation structure on a second manger plate section lateral wall on changeover portion, experimental section and the afterbody section respectively, second elevation structure's bottom is connected on the support frame.
An intelligent honeycomb constraint system scour resistance determination test model method comprises the following steps
S1: the test is that a pressure sensor is arranged on a bottom plate of the water storage device, data of the pressure sensor is transmitted to a control device, and the control device is used for controlling the opening and closing of a water inlet electromagnetic valve and a water outlet electromagnetic valve; the pressure sensor monitors the water level of the water storage device in real time, and the opening degrees of the water inlet electromagnetic valve and the water outlet electromagnetic valve are adjusted according to the parameter difference between the real-time pressure of the pressure sensor and the designed pressure value;
when the test is started, the water pump is started, the water inlet electromagnetic valve is opened through the control device, and the water outlet electromagnetic valve is closed;
when the real-time pressure of the pressure sensor at the bottom of the water storage device is higher than the design pressure parameter, the control device automatically enlarges the water-outlet electromagnetic valve, and the water-inlet electromagnetic valve is fixed, so that the water level of the water storage device is reduced by increasing the water-outlet flow. If the pressure of the pressure sensor at the bottom of the water storage device is still higher than the design pressure parameter after the water outlet electromagnetic valves are completely opened, the control device automatically reduces the opening of the water inlet electromagnetic valve, so that the water inlet flow is reduced, and the water outlet flow is increased to reduce the water level of the water storage device; when the real-time pressure of the pressure sensor at the bottom of the water storage device is lower than a designed pressure parameter in the test process, the control device automatically reduces the water outlet electromagnetic valve, and the water inlet electromagnetic valve is fixed, so that the water level of the water storage device is increased by reducing the water outlet flow; if the water level of the water storage device is still lower than the design pressure parameter after the water outlet electromagnetic valves are completely closed, the control device automatically adjusts the opening degree of the water inlet electromagnetic valve to be large, so that the water inlet flow is increased, and the water outlet flow is reduced to raise the water level of the water storage device;
after the test is finished, the water pump is closed, and the water outlet electromagnetic valve and the water inlet electromagnetic valve are opened through the control device;
s2: in the test, a pressure sensor is arranged on a bottom plate of the water storage device, the data of the pressure sensor is transmitted to a control device, and the control device is used for controlling the operation frequency of the water pump; the pressure sensor monitors the water level of the water storage device in real time, and the operating frequency of the water pump is adjusted according to the difference between the real-time pressure and the design pressure parameter of the pressure sensor in the control device;
when the test is started, the water pump runs at the maximum power, and the control device automatically closes the water-withdrawing electromagnetic valve; when the real-time pressure of the pressure sensor at the bottom of the water storage device is higher than the designed pressure parameter, the control device automatically reduces the operation frequency of the water pump, so that the output flow of the water pump is reduced, and the water level of the water storage device is reduced; when the real-time pressure of the pressure sensor at the bottom of the water storage device is lower than a designed pressure parameter, the control device automatically increases the operation frequency of the water pump, so that the output flow of the water pump is increased, and the water level of the water storage device is increased;
and when the test is finished, closing the water pump, and opening the water return electromagnetic valve to vent the water storage device.
The invention has the beneficial effects that:
compared with the prior art, the simulation test is carried out on different test working conditions, the damage degree of the honeycomb constraint system disc under each working condition is observed and recorded, the influence rule of each factor on the impact resistance of the honeycomb constraint system is analyzed, the optimal configuration combination of the multiple factors with the strongest anti-scouring performance is determined, and then the determined optimal configuration combination of the multiple factors with the best impact resistance is applied to the ecological revetment engineering design, so that the popularization and application of the honeycomb constraint system in the water environment treatment engineering are promoted, and the water environment treatment engineering cost is saved.
The water storage device is provided with the pressure sensor on the bottom plate, the data of the pressure sensor is transmitted to the control device, and the control device is used for controlling the opening degrees of the water inlet and outlet electromagnetic valves of the water supply device or directly used for controlling the water supply quantity of the water supply device through the control device, so that the flow rate of the water outlet of the water storage device is controlled. The control principle method can intelligently control the water flow speed, ensures the accuracy of test data, saves manpower and material resources and test time, and is more convenient and accurate than the manual control of the flow speed of the water level control chute device.
Drawings
The invention is further illustrated with reference to the following figures and examples.
FIG. 1 is a side view overall schematic of one embodiment of a test model of the present invention.
FIG. 2 is a schematic side view of another embodiment of the test model of the present invention.
FIG. 3 is a schematic view of the structure of the press section of the present invention.
FIG. 4 is a schematic view of the structure of the present invention with a grid disposed in the pressure zone.
FIG. 5 is a cross-sectional end view of the transition and tail sections of the present invention.
FIG. 6 is a schematic cross-sectional end view of a test section according to the present invention.
FIG. 7 is a schematic view of the overall structure of the chute device of the present invention with a second lifting structure disposed on one side thereof.
Fig. 8 is a schematic structural view of the hinge structure of the present invention.
Fig. 9 is a schematic structural diagram of a side view of the rotating shaft structure of the present invention.
Fig. 10 is a schematic top view of the hinge structure of the present invention.
Fig. 11 is a schematic structural diagram of a first lifting structure according to the present invention.
FIG. 12 is a graphical representation of the relationship between the water level value and the flow rate for the water reservoir, i.e., tank, of the present invention. In the figure: 1-water storage device, 2-groove discharging device, 3-water return pool, 4-water collecting pool, 5-water pump, 6-water inlet electromagnetic valve, 7-water level observation pipe, 8-pressing section, 9-rotating shaft structure, 10-support frame, 11-first lifting structure, 12-transition section, 13-test section, 14-tail section, 15-groove, 16-rotating shaft, 17-horizontal plane section, 18-adjustable plane section, 19-first water retaining plane section, 20-second water retaining plane section, 21-hinge system, 22-screw, 23-honeycomb constraint system disc, 24-second lifting structure, 25-bearing seat, 26-pedestal, 27-shaft rod, 28-pedestal, 29-reversing structure, 30-screw rod, 30-honeycomb rod, 31-screw cap, 32-bearing beam, 33-transmission shaft, 34-rotating wheel, 35-communicating structure, 36-water outlet pipe, 37-water outlet electromagnetic valve, 38-pressure sensor, 39-water inlet pipe and 40-control device.
Detailed Description
It should be noted that, in the embodiments of the present invention, the terms referred to are:
and the water storage device 1 is used for simulating an upstream reservoir of a practical ecological revetment river channel, and water can pass through the chute discharging device 2 at a certain flow speed after the sluice is opened.
The chute device 2 is used for simulating an actual ecological revetment, wherein the two sides of the actual ecological revetment are mostly slope revetment, and the model disclosed by the invention is used for controlling the scale of the model and saving water resources.
And the water return pool 3 is used for recovering the water body flowing through the chute device 2.
And the water collecting tank 4 is used for storing water and ensuring that the water in the water storage device 1 is sufficient.
And the communicating structure is used for communicating the water return pool 3 with the water collecting pool 4 to form a water circulation structure, so that water resources can be saved.
And the control device 40 is used for intelligently controlling the water flow entering the water storage device 1 so that the water flow speed entering the draining device 2 is always kept at a required water flow speed value, wherein the control device 40 is a PLC programmable controller in the prior art, and meanwhile, the PLC programmable controller comprises a PID (proportion integration differentiation) module capable of inputting values, and the PID module is also in the prior art.
The first lifting structure 11 is used for adjusting the bottom longitudinal degree of the chute device 2, so that the model meets uniform flow, and the flow rate of the chute device 2 from the water inlet end to the water outlet end is ensured to be consistent.
And the second lifting structure 24 is used for adjusting the inclination angle of the slope revetment at one side of the chute discharging device 2 and carrying out simulation tests on the scouring performance of different slope ratios.
The honeycomb restraint system disc 23 described in the following embodiments is a main body structure simulating a honeycomb restraint ecological slope in an actual river channel, a honeycomb geogrid is fixed in a rectangular groove, corresponding graded fillers are filled in the honeycomb geogrid according to different working conditions, turfs of different ages are cultured, so that honeycomb restraint system disc models corresponding to the working conditions are formed, and then the honeycomb restraint system disc models of the working conditions are respectively put into the honeycomb restraint system ecological revetment anti-scour test model of the invention for simulation test.
The following describes a detailed description of a test model and a method for intelligent anti-scour measurement of a honeycomb restraint system according to embodiments of the present invention with several specific embodiments.
Example 1:
referring to fig. 1, a test model for measuring the erosion resistance of an intelligent honeycomb restraint system comprises a water storage device 1, a chute discharge device 2, a water return pool 3, a water supply device and a control device 40, the water inlet end of the drainage tank device 2 is communicated with the water outlet of the water storage device 1, the water outlet end of the drainage tank device 2 is connected with a water supply device, the bottom in the water storage device 1 is provided with a pressure sensor 38, the water storage device 1 is provided with a water level observation pipe 7, a water outlet is arranged at the bottom of the water storage device 1, a water outlet pipe 36 is connected at the water outlet, the other end of the water outlet pipe 36 is communicated with a water supply device, a water outlet electromagnetic valve 37 is connected on the water outlet pipe 36, the water supply device, the water outlet solenoid valve 37 and the pressure sensor 38 are in electric signal connection with a control device 40, the water outlet of the water storage device 1 is arranged on the side wall of the water storage device 1 and has a certain distance from the bottom of the water storage device 1.
In the embodiment, a plurality of influence factors of the anti-scouring performance of the honeycomb constraint system are obtained; establishing a honeycomb restraint system ecological revetment test model; determining test working conditions (test times) according to the acquired influence factors of the anti-scouring performance of the honeycomb restraint system, and performing a simulation test according to the determined test working conditions; analyzing the influence rule of each factor on the anti-scouring performance of the honeycomb constraint system, and determining the multi-factor optimal configuration combination with the optimal anti-scouring performance.
Firstly, manufacturing and cultivating honeycomb constraint system discs 23 according to determined test working conditions, then respectively placing the honeycomb constraint system discs 23 corresponding to different working conditions into a chute discharging device 2, injecting water into a water storage device 1 from a water collecting tank 4 through a variable frequency water pump 5, controlling outlet water speed through water level of a water tank, carrying out simulation tests on the honeycomb constraint systems under different working conditions, then observing and recording the damage degree of the honeycomb constraint system discs 23 after scouring, determining a multi-factor optimal configuration combination with optimal impact resistance through screening analysis, and then applying the determined multi-factor optimal configuration combination with the optimal impact resistance to ecological revetment engineering design, promoting popularization and application of the honeycomb constraint system in water environment treatment engineering, and saving water environment treatment engineering cost.
The principle of water flow velocity control in this embodiment is as follows:
s1: the pressure sensor 38 is arranged on the bottom plate of the water storage device 1 in a test, the data of the pressure sensor 38 is transmitted to the control device 40, and the control device 40 is used for controlling the water inlet of the water supply device and the water outlet of the water outlet electromagnetic valve 37; the pressure sensor 38 monitors the water level of the water storage device 1 in real time, and adjusts the water inlet of the water supply device and the water outlet of the water outlet solenoid valve 37 according to the parameter difference between the real-time pressure of the pressure sensor 38 and the designed pressure value, thereby controlling the speed of the water flow.
S2: testing to arrange a pressure sensor 38 on the bottom plate of the water storage device 1, and transmitting data of the pressure sensor 38 to a control device 40, wherein the control device 40 is used for controlling the water supply amount of a water supply device; the pressure sensor 38 monitors the water level of the water storage device 1 in real time, and adjusts the water supply amount of the water supply device according to the difference between the real-time pressure and the design pressure parameter of the pressure sensor 38 in the control device 40.
The delivery port setting of water storage device 1 is on water storage device 1's lateral wall, and is located the certain distance more than 1 bottom of water storage device, and the delivery port setting is 1.0m department more than 1 bottom of water storage device in the practical test to reduce the interference of 1 water inlet water bodies of water storage device to delivery port water body flow state.
In the above embodiment, the pressure sensor 38 is an existing sensor, and as long as the functions of the present invention can be realized, the present invention belongs to the protection scope of the present invention, the water flow speed can be intelligently controlled by the control principle method, so that the accuracy of the test data is ensured, and meanwhile, the manpower, material resources and the test time are saved, which is more convenient and accurate than the manual control of the water flow speed of the water level control chute device 2.
Example 2:
referring to fig. 1, further, the water supply device includes a water collecting tank 4, a water pump 5 and a water inlet pipe 39, the water pump 5 is disposed in the water collecting tank 4, a water outlet of the water pump 5 is communicated with a water inlet of the water storage device 1 through the water inlet pipe 39, and the water pump 5 is in electrical signal connection with the control device 40.
Further, the water pump 5 is a variable frequency water pump, and the variable frequency water pump is in electrical signal connection with the control device 40.
The principle of water flow velocity control in this embodiment is as follows:
when the test is started, the water pump 5 runs at the maximum power, and the control device 40 automatically closes the water outlet electromagnetic valve 37; when the real-time pressure of the pressure sensor 38 at the bottom of the water storage device 1 is higher than the design pressure parameter, the control device 40 automatically reduces the operation frequency of the water pump 5, so that the output flow of the water pump 5 is reduced, and the water level of the water storage device 1 is reduced; when the real-time pressure of the pressure sensor 38 at the bottom of the water storage device 1 is lower than a designed pressure parameter, the control device 40 automatically increases the operation frequency of the water pump 5, so that the output flow of the water pump 5 is increased, and the water level of the water storage device 1 is increased;
at the end of the test, the water pump 5 is closed and the water discharge solenoid valve 37 is opened to empty the water storage device 1.
The water level value in the water storage device 1 is controlled through the structure and the method of the embodiment, the control structure is simple, and the water flow speed value is accurate in actual use.
Example 3:
referring to fig. 2, further, the water supply device include catchment pond 4, water pump 5, inlet tube 39, water pump 5 sets up in catchment pond 4, and inlet tube 39 and the water inlet of water storage device 1 water inlet intercommunication are passed through to water pump 5's delivery port, be provided with into water solenoid valve 6 on the inlet tube 39, into water solenoid valve 6 and controlling means 40 electric signal connection.
The principle of water flow velocity control in this embodiment is as follows:
when the test is started, the water pump 5 is started, the water inlet electromagnetic valve 6 is started through the control device 40, and the water outlet electromagnetic valve 37 is closed;
when the real-time pressure of the pressure sensor 38 at the bottom of the water storage device 1 is higher than the design pressure parameter, the control device 40 automatically enlarges the water outlet solenoid valve 37 and immobilizes the water inlet solenoid valve 6, thereby realizing the reduction of the water level of the water storage device 1 by enlarging the water outlet flow. If the pressure of the pressure sensor 38 at the bottom of the water storage device 1 is still higher than the design pressure parameter after the water outlet electromagnetic valve 37 is completely opened, the control device 40 automatically reduces the opening of the water inlet electromagnetic valve 6, thereby reducing the water inlet flow and increasing the water outlet flow to reduce the water level of the water storage device 1; when the real-time pressure of the pressure sensor 38 at the bottom of the water storage device 1 is lower than a design pressure parameter in the test process, the control device 40 automatically reduces the water outlet electromagnetic valve 37 and keeps the water inlet electromagnetic valve 6 stationary, so that the water level of the water storage device 1 is increased by reducing the water outlet flow; if the water level of the water storage device 1 is still lower than the designed pressure parameter after the water outlet electromagnetic valve 37 is completely closed, the control device 40 automatically increases the opening of the water inlet electromagnetic valve 6, so that the water inlet flow is increased, and the water outlet flow is reduced to raise the water level of the water storage device 1;
and (3) closing the water pump 5 at the end of the test, and opening the water outlet electromagnetic valve 37 and the water inlet electromagnetic valve 6 through the control device 40.
The embodiment controls the water inlet electromagnetic valve 6 to adjust the water level in the water storage device 1 through the control device 40, saves the requirement cost of the water pump 5, and can accurately control the water flow speed.
Example 4:
referring to fig. 1 and 2, further, a communication structure for communicating the water returning pool 3 and the water collecting pool 4 is arranged between the water returning pool and the water collecting pool, and the other end of the water returning pipe 36 is communicated with the communication structure.
In the above embodiment, the communicating structure 35 is arranged between the water return pool 3 and the water return pool 4 to communicate the water return pool and the water return pool, so that water recycling is facilitated, water resources are saved, the communicating structure 35 can be an underdrain or a communicating pipeline, and the water return pipe 36 at the bottom of the water storage device 1 can be communicated with the communicating structure 35.
Example 5:
referring to fig. 1, fig. 2, fig. 9 and fig. 10, further, the bottom of the chute device 2 is connected with a plurality of support frames 10, the bottom of the water outlet end of the chute device 2 is further connected with a first lifting structure 11, the bottom of the water inlet end of the chute device 2 is further connected with a rotating shaft structure 9, and the bottom of the rotating shaft structure 9 is fixedly connected to the support frames 10.
Further, pivot structure 9 include bearing frame 25, pedestal 26 and axostylus axostyle 27, pedestal 26 fixed connection is on support frame 10, and pedestal 26 upper surface is provided with two bearing frames 25 along perpendicular rivers direction, adopts axostylus axostyle 27 to connect between two bearing frames 25, lets out groove device 2 and intakes end bottom fixed connection on axostylus axostyle 27 between two bearing frames 25.
Referring to fig. 11, further, the first lifting structure 11 includes two bases 28, two reversing structures 29, two lead screws 30, two nuts 31, a bearing beam 32, a transmission shaft 33, and a rotating wheel 34, the two bases 28 are all fixedly connected with the reversing structures 29, the transmission shaft 33 penetrates through the two reversing structures 29, one end of the transmission shaft 33 is connected with the rotating wheel 34, the two reversing structures 29 are all connected with the lead screws 30 in the vertical direction, the two lead screws 30 are all connected with the nuts 31, the bearing beam 32 is fixedly connected between the two nuts 31, and the bottom of the water outlet end of the chute discharging device 2 is located on the bearing beam 32.
In the above embodiment, the supporting frame 10 is used to support the chute device 2, and the first lifting structure 11 connected to the bottom of the water outlet end of the chute device 2 is used to adjust the gradient of the bottom plate of the chute device 2, so that the flow rate of the water flowing through the chute device 2 from the water inlet end to the water outlet end is uniform, and the water flow in the chute is ensured to be uniform flow through the open channel, so that the flow rate of the chute device 2 from the water inlet end to the water outlet end is uniform, the flow rate of the water flowing through the honeycomb restraint system disk in the whole simulation test is ensured to be uniform, and the accuracy of the test data is ensured; pivot structure 9 is used for adjusting the bottom plate slope (being the longitudinal slope) of let-off device 2, also can support the end of intaking of let-off device 2 simultaneously, specifically be through fixed connection pedestal 26 on support frame 10, then at two bearing frames 25 of pedestal 26 upper surface along two bearing frames 25 of perpendicular rivers direction fixed connection, connect two bearing frames 25 through axostylus axostyle 27, then with let-off device 2 intake end bottom fixed connection on axostylus axostyle 27, when adjusting first elevation structure 11, let-off device 2 intake the end will reciprocate round axostylus axostyle 27, thereby reach the longitudinal slope of adjusting whole let-off device 2, guarantee that rivers are the even flow of open channel in let-off device 2.
In the above embodiment, the base 28 is used for supporting the water outlet end of the chute device 2, the reversing structure 29 is fixed on the two bases 28, the reversing structure 29 adopts a worm and gear structure, the lead screw 30 is connected to the reversing structure 29, the two lead screws 30 are both connected with the nuts 31, the bearing beam 32 is fixedly connected between the two nuts 31, the bottom of the water outlet end of the chute device 2 is located on the bearing beam 32, when the gradient of the bottom plate of the whole chute device 2 needs to be adjusted, the rotating wheel 34 is rotated, the rotating wheel 34 drives the transmission shaft 33 to rotate, the transmission shaft 33 drives the lead screw 30 to rotate, so that the nuts 31 on the lead screw 30 move up and down on the lead screw 30, the chute device 2 on the bearing beam 32 moves up and down to adjust the gradient, the requirement of the test is met, the gradient of the chute device 2 is adjusted through the structure.
Example 6:
referring to fig. 2, fig. 3, fig. 4, fig. 5, fig. 6, fig. 7 and fig. 8, further, the chute device 2 includes a transition section 12, a test section 13 and an end section 14, the transition section 12, the test section 13 and the end section 14 are sequentially and fixedly connected, the transition section 12 and the end section 14 have the same structure, a groove 15 is provided in the test section 13, and a honeycomb restraining system disc 23 is disposed in the groove 15.
Further, the water outlet of the water storage device 1 is provided with a pressure section 8, the pressure section 8 is in sealing connection with the discharge chute device 2 through a flexible piece, the pressure section 8 is of an integrally formed cylindrical structure with openings at two ends, the end face structure of the pressure section 8 is the same as that of the transition section 12, and the end face structure and the transition section are in sealing connection through the flexible piece.
Furthermore, the transition section 12, the test section 13 and the tail section 14 are all of a groove 15 structure with two ends and an open top, the bottoms of the transition section 12, the test section 13 and the tail section 14 are all provided with a horizontal plane section 17 and an adjustable plane section 18 connected with one side of the horizontal plane section 17, the other side of the horizontal section 17 is vertically connected with a first water retaining section 19, one side of the horizontal section 17 at the bottoms of the transition section 12, the test section 13 and the tail section 14 is movably connected with one side of an adjustable surface section 18, a second water retaining surface section 20 is vertically arranged on the horizontal plane at the side where the adjustable surface sections 18 at the bottoms of the transition section 12, the test section 13 and the tail section 14 extend outwards, the height of the second water retaining surface section 20 is consistent with that of the top of the first water retaining surface section 19, and a groove 15 for placing a honeycomb restraint system disc 23 is formed in the adjustable surface section 18 at the bottom of the test section 13.
Furthermore, one side of the horizontal section 17 is hinged to one side of the adjustable section 18 through a hinge system 21, the hinge system 21 comprises a first panel and a second panel, the first panel and the second panel are rotatably connected through a rotating shaft 16, the first panel and the second panel are respectively fixed to the bottoms of the horizontal section 17 and the adjustable section 18 through screws 22, and the joint of the horizontal section 17 and the adjustable section 18 is sealed through sealant.
Furthermore, a second lifting structure 24 is respectively and fixedly connected to one side wall of the second water retaining surface section 20 on the transition section 12, the test section 13 and the tail section 14, and the bottom of the second lifting structure 24 is connected to the support frame 10.
In the above embodiment, the chute device 2 is provided with the transition section 12, the test section 13 and the tail section 14, and the transition section 12 is used for adjusting the flow state of the water flow, so that the water body gradually transitions into uniform flow. Wherein the honeycomb restraint system dish 23 of different operating modes is placed in recess 15 in experimental section 13, and the height of honeycomb restraint system dish is the degree of depth of recess 15, puts into honeycomb restraint system dish back quotation and the groove face of changeover portion 12 afterbody section 14 parallel, guarantees the rivers flow state in the whole groove discharging device 2.
The water outlet of the water storage device 1 is connected with a pressure section 8, a flexible part between the pressure section 8 and the chute discharging device 2 is sealed to ensure that the water cannot leak, the flexible part can be flexible rubber or plasticine to block a gap, the pressure section 8 is an integrally formed cylindrical structure with openings at two ends, the bottom and two sides of the flexible part are consistent with the bottom and two sides of the transition section 12, the water flow state in the transition section 12, the test section 13 and the tail section 14 is further ensured, and the reliability of the test is ensured.
The transition section 12, the test section 13 and the tail section 14 are all groove structures with openings at two ends and top parts and are used for simulating an open channel river channel, the horizontal section 17 is used for simulating the bottom of an actual river channel, the adjustable surface section 18 is used for simulating an actual river channel side slope, the adjustable surface section 18 and the horizontal section 17 can be fixedly connected to manufacture a plurality of side slopes with different slope ratios or movably connected to adjust different side slope ratios, the adjustable surface section 18 and the horizontal section 17 are preferably movably connected, the operation is convenient during the test, the included angle between the adjustable surface section 18 and the horizontal section 17 is adjusted according to the requirements of different slope ratios, the slope ratio of the test side slope can be adjusted, the slope ratio is selected to be 1:3 and 1:2 during the actual test, and the test is carried out.
Wherein have the section 8 formula structure as an organic whole, the horizontal plane section 17 and the inclined plane 18 of bottom, top surface 16, vertical first manger plate face 19 are fixed connection in proper order, have section 8 and can make according to the different slope ratios that adjustable face section 18 confirmed in the groove discharging device 2 when actual test, first manger plate face section 19 is used for blockking the water of horizontal plane section 17 one side, second manger plate face section 20 is used for blockking the water of adjustable face section 18 one side, second manger plate face section 20 keeps unanimous with the top height of first manger plate face section 19.
The water outlet of the water storage device 1 is a pressure water outlet, in order to adjust pressure flow into open channel uniform flow as soon as possible, the front end of the chute discharging device 2 is provided with a pressure section 8, and the pressure section 8 is consistent with the flow cross section of the chute device 2 and is a trapezoidal cross section. Meanwhile, in order to adjust the uniformity of the water flow, a longitudinal grid is arranged in the trapezoidal inlet section in the pressure section 8 during model design, and the structure is used for controlling the stability of the flow state of the water flow, see fig. 4.
When adjustable face section 18 and horizontal plane section 17 swing joint, specifically set up articulated system 21 in the bottom of horizontal plane section 17 one side and adjustable face section 18 one side junction, then fix first panel and second panel and adjustable face section 18 and horizontal plane section 17 through screw 22, thereby realize adjustable face section 18 and horizontal plane section 17 round pivot 16 adjustable angle, the gap between adjustable face section 18 and horizontal plane section 17 is sealed through sealed glue, guarantee can not leak water after carrying out adjustable face section 18 adjustment slope ratio.
For adjusting the adjustable surface section 18, a horizontal boss is arranged outside the second water retaining surface section 20 on the transition section 12, the test section 13 and the tail section 14, the horizontal boss is connected with a second lifting structure 24, the second lifting structure 24 can adopt a hydraulic rod, a screw rod or a lead screw, a screw rod is adopted in the embodiment, see fig. 7, a rectangular screw hole is arranged on the horizontal boss and is connected with the screw rod through a movable nut, and the long edge of the rectangular screw hole is vertical to the water flow direction so as to ensure that the adjustable surface section 18 moves horizontally and vertically when rotating. The bottom of screw rod is passed through fixed screw connection and is connected on the support frame, can set up a plurality of support frames 10 in the bottom of groove discharge device 2, and second elevation structure 24 on changeover portion 12, test section 13 and afterbody section 14 is fixed on the support frame of bottom, rotates adjustable face section 18 to adopt second elevation structure 24 to fix, thereby the experimental slope ratio of adjustment side slope, this structure slope ratio adjustment easy operation, test efficiency is high.
Example 7:
the design of the anti-scour test model of the honeycomb restraint system ecological revetment meets the following conditions:
the water storage device 1 is a steel plate water tank or a water tank made of other materials, which does not affect the scope of the invention.
(1) Model scale
The integral model is designed according to the gravity similarity criterion, and the geometric scale of the model is as follows according to the water flow characteristics and the geometric size of a prototype and the conditions of a test field, instrument equipment and the like: l isr1, the corresponding other hydraulic element scales are:
flow rate scale: qr＝Lr 2.5＝1.0；
Flow rate scale: vr＝Lr 0.5＝1.0；
Time scale: t isr＝Lr 0.5＝1.0。
(2) Boundary condition
1) Model bank protection form
The ecological revetment can be applied to gentle slope type natural revetment, slope type artificial revetment and composite artificial revetment in a section type. In the test section 13, a honeycomb restraint system disc is adopted to simulate a bank protection slope, different fillers are filled in geogrids of the honeycomb restraint system, and turf is planted.
2) Variety of model bank slope
The bank slope type adopts general cohesive soil type bank slopes, three types of loess and crushed stone-containing loess are respectively used as filler of the style restraint system, and the scouring tests of the turf-containing bank protection and the non-turf bank protection are respectively carried out during the test.
3) Plane form of model revetment
In the test, in order to facilitate the control of the scouring flow rate, a linear chute is adopted during the model design.
4) Height of model revetment
Because the model scale is 1:1, the maximum flow speed of the test is 5m/s, when the cross section of the model is designed to be large, the flow required by the test is large, and when the model is designed, in order to take account of the height of the revetment required by the test and the maximum flow which can be provided by a test water pump, the height of the cross section of the revetment is designed to be 26 cm.
5) Slope of model revetment
The ecological revetment mainly adopts gentle slope revetment in the structural form, the slope of the revetment is designed to be 1:2 and 1:3, and the slope ratio of the surface section 18 can be adjusted to be 1:2 and 1: 3.
6) Length of model revetment
The test model is mainly composed of a steel plate water tank 1, a pressure section 8, a groove discharging device 2 (a transition section 12, a test section 13 and a tail section 14), wherein the pressure section 8 is 1.2m long, the total length of the groove discharging device 2 is 10m, the transition section 12 is 6.5m long, the test section 13 is 2m long, and the tail section 14 is 1.5m long.
7) Using materials in the mould
The turf variety and age used in the model test are consistent with those of the prototype; the honeycomb restraint system tray 23 is filled with the same filler as the prototype.
(3) In the model design test model, the water storage device 1 is a steel plate water tank, the height of the steel plate water tank is 3.5m, the length and the width of the steel plate water tank are 3m, namely the maximum volume of the steel plate water tank is about 31.5m3. The length of the pressing section is designed to be 1.2m, the length of the transition section is 6.5m, the pressing section and the transition section are both made of organic glass for observing the flow state of water flow, the length of the test section is determined to be 2m, the length of the tail section is 1.5m, and the test section and the tail section are made of steel plates for avoiding the influence of the disc load of the honeycomb system on the discharge groove of the test section and the damage of fillers possibly to the test section and the tail section.
According to the design parameters of the model, the maximum flow required by the test model is about 1410m3/h。
The diameter of the pressure water inlet pipe is 0.5m, and the pressure water inlet pipe is formed by welding spiral steel pipes with the thickness of 0.8 cm.
The diameter of the water tank water outlet pipe is 0.1m, and the water tank water outlet pipe is formed by welding steel pipes with the thickness of 0.5 cm.
(4) Model flow rate control
According to the relation of water level and flow velocity, the test model controls the flow velocity of the water body in the drainage groove by controlling the water level of the water tank, and the reference is made to table 1. After the model is installed, the relation curve of the water level of the steel plate water tank and the flow velocity of the pressure inlet of the draining groove is obtained by debugging the water level of the steel plate water tank and measuring the flow velocity of the inlet section of the draining groove before the test is started, and the relation curve is shown in figure 12. During debugging, the flow rate is measured through the handheld current meter, and the water level is read through the water level observation pipe 7.
TABLE 1 Water tank Water level and flow Rate rating results (Water tank bottom plate 0m level)
| Numbering | Water tank level (m) | Flow velocity (m/s) |
| 1 | 1.060 | 0.89 |
| 2 | 1.108 | 1.13 |
| 3 | 1.175 | 1.45 |
| 4 | 1.250 | 1.78 |
| 5 | 1.358 | 2.25 |
| 6 | 1.458 | 2.70 |
| 7 | 1.588 | 3.12 |
| 8 | 1.698 | 3.39 |
| 9 | 1.932 | 3.88 |
| 10 | 2.068 | 4.15 |
| 11 | 2.195 | 4.40 |
| 12 | 2.480 | 4.93 |
| 13 | 2.638 | 5.21 |
When the model is designed, in order to control the flow velocity of the water body in the test section, the water body is ensured to be uniformly flowed in the open channel by adjusting the longitudinal slope of the bottom plate of the discharge chute. The bottom of the inlet end of the chute is provided with a rotating shaft which is fixed on a traveling frame, the downstream end of the traveling frame is controlled by a first lifting structure 11, and the elevation of the tail part of the chute is adjusted by the first lifting structure 11 during a test to change the gradient of the bottom plate of the chute and control the flow state of a water body.
While the embodiments of the present invention have been described in detail with reference to the drawings, the present invention is not limited to the above embodiments, and various changes can be made without departing from the spirit of the present invention within the knowledge of those skilled in the art, and the scope of the present invention is within the scope of the claims.
It should be noted that all the directional indications in the embodiments of the present invention are only used to explain the relative position relationship, the motion situation, and the like between the components in a certain posture, and if the certain posture is changed, the directional indication is changed accordingly.
Technical solutions between various embodiments may be combined with each other, but must be realized by those skilled in the art, and when the technical solutions are contradictory or cannot be realized, such a combination should not be considered to exist, and is not within the protection scope of the present invention.
Claims (10)
1. An intelligent test model for measuring the scouring resistance of a honeycomb restraint system is characterized in that: comprises a water storage device (1), a water discharge groove device (2), a water return pool (3), a water supply device and a control device (40), wherein the water inlet end of the water discharge groove device (2) is communicated with the water outlet of the water storage device (1), the water outlet end of the water discharge groove device (2) is connected with the water supply device, the bottom in the water storage device (1) is provided with a pressure sensor (38), the water storage device (1) is provided with a water level observation pipe (7), the bottom of the water storage device (1) is provided with a water outlet, the water outlet is connected with a water outlet pipe (36), the other end of the water outlet pipe (36) is communicated with the water supply device, the water outlet pipe (36) is connected with a water outlet electromagnetic valve (37), the water supply device, the water outlet electromagnetic valve (37) and the pressure sensor (38) are electrically connected with the control device (40), the water outlet of the water storage device (1) is arranged, and a certain distance is reserved between the water storage device (1) and the bottom.
2. The test model for intelligent honeycomb restraint system scour resistance measurement of claim 1, wherein: the water supply device comprises a water collecting pool (4), a water pump (5) and a water inlet pipe (39), wherein the water pump (5) is arranged in the water collecting pool (4), a water outlet of the water pump (5) is communicated with a water inlet of the water storage device (1) through the water inlet pipe (39), and the water pump (5) is in electric signal connection with the control device (40).
3. The test model for intelligent honeycomb restraint system scour resistance measurement of claim 1, wherein: the water supply device comprises a water collecting pool (4), a water pump (5) and a water inlet pipe (39), wherein the water pump (5) is arranged in the water collecting pool (4), a water outlet of the water pump (5) is communicated with a water inlet of the water storage device (1) through the water inlet pipe (39), a water inlet electromagnetic valve (6) is arranged on the water inlet pipe (39), and the water inlet electromagnetic valve (6) is in electric signal connection with a control device (40).
4. A test model for intelligent honeycomb restraint system scour resistance measurement according to claim 2 or 3, wherein: the water return pool (3) and the water collecting pool (4) are provided with a communicating structure for communicating the water return pool and the water collecting pool, and the other end of the water return pipe (36) is communicated with the communicating structure.
5. The test model for intelligent honeycomb restraint system scour resistance measurement of claim 1, wherein: the bottom of let out groove device (2) be connected with a plurality of support frames (10), the play water end bottom of let out groove device (2) still is connected with first elevation structure (11), the bottom of the end of intaking of let out groove device (2) still is connected with pivot structure (9), the bottom fixed connection of pivot structure (9) is on support frame (10).
6. An intelligent honeycomb restraint system scour resistance measurement test model according to claim 1 or 5, wherein: the chute device (2) include changeover portion (12), experimental section (13) and afterbody section (14), fixed connection in proper order between changeover portion (12), experimental section (13) and afterbody section (14), the structure of changeover portion (12) and afterbody section (14) is the same, is provided with recess (15) in experimental section (13), places honeycomb restraint system dish (23) in recess (15).
7. The test model for intelligent honeycomb restraint system scour resistance measurement of claim 6, wherein: the water storage device (1) is provided with a pressure section (8) at a water outlet, the pressure section (8) is connected with the discharge groove device (2) in a sealing mode through a flexible piece, the pressure section (8) is of an integrally formed cylindrical structure with openings at two ends, the end face structure of the pressure section (8) is the same as that of the transition section (12), and the pressure section and the transition section are connected in a sealing mode through the flexible piece.
8. The test model for intelligent honeycomb restraint system scour resistance measurement of claim 7, wherein: the transition section (12), the test section (13) and the tail section (14) are of groove structures with two ends and open tops, the bottoms of the transition section (12), the test section (13) and the tail section (14) are respectively provided with a horizontal section (17) and an adjustable surface section (18) connected to one side of the horizontal section (17), the other side of the horizontal section (17) is vertically connected with a first water retaining surface section (19), one side of the horizontal section (17) at the bottoms of the transition section (12), the test section (13) and the tail section (14) is movably connected with one side of the adjustable surface section (18), one side of the outward extension of the adjustable surface section (18) at the bottoms of the transition section (12), the test section (13) and the tail section (14) is vertically provided with a second water retaining surface section (20) with the same height as the top of the first water retaining surface section (19), the adjustable surface section (18) at the bottom of the test section (13) is provided with a groove (15) for placing a honeycomb restraint system disc (23).
9. The test model for intelligent honeycomb restraint system scour resistance measurement of claim 8, wherein: horizontal plane section (17) one side and adjustable face section (18) one side pass through articulated system (21) and articulate, articulated system (21) include first panel and second panel, rotate through pivot (16) between first panel and the second panel and be connected, first panel and second panel are fixed in the bottom of horizontal plane section (17) and adjustable face section (18) through screw (22) respectively, horizontal plane section (17) is sealed through sealed glue with the junction of adjustable face section (18), on second fender surface of water section (20) the lateral wall on changeover portion (12), experimental section (13) and afterbody section (14) respectively fixedly connected with second elevation structure (24), the bottom of second elevation structure (24) is connected on support frame (10).
10. A method for testing an intelligent honeycomb restraint system scour resistance measurement model is characterized by comprising the following steps: comprises the following steps
S1: the method comprises the steps that a pressure sensor (38) is arranged on a bottom plate of a water storage device (1) in a test mode, data of the pressure sensor (38) are transmitted to a control device (40), and the control device (40) is used for controlling opening and closing of a water inlet electromagnetic valve (6) and a water outlet electromagnetic valve (37); the pressure sensor (38) monitors the water level of the water storage device (1) in real time, and the opening degrees of the water inlet electromagnetic valve (6) and the water outlet electromagnetic valve (37) are adjusted according to the parameter difference between the real-time pressure of the pressure sensor (38) and the designed pressure value;
when the test is started, the water pump (5) is started, the water inlet electromagnetic valve (6) is opened through the control device (40), and the water outlet electromagnetic valve (37) is closed;
when the real-time pressure of the pressure sensor (38) at the bottom of the water storage device (1) is higher than a design pressure parameter, the control device (40) automatically enlarges the water outlet electromagnetic valve (37) and keeps the water inlet electromagnetic valve (6) motionless, so that the water level of the water storage device (1) is reduced by increasing the water outlet flow. If the pressure of the pressure sensor (38) at the bottom of the water storage device (1) is still higher than the design pressure parameter after the water outlet electromagnetic valve (37) is completely opened, the control device (40) automatically reduces the opening degree of the water inlet electromagnetic valve (6), so that the water inlet flow is reduced, and the water outlet flow is increased to reduce the water level of the water storage device (1); in the test process, when the real-time pressure of the pressure sensor (38) at the bottom of the water storage device (1) is lower than a design pressure parameter, the control device (40) automatically reduces the water outlet electromagnetic valve (37) and keeps the water inlet electromagnetic valve (6) stationary, so that the water level of the water storage device (1) is increased by reducing the water outlet flow; if the water level of the water storage device (1) is still lower than the design pressure parameter after the water outlet electromagnetic valve (37) is completely closed, the control device (40) automatically increases the opening of the water inlet electromagnetic valve (6), so that the water inlet flow is increased, and the water outlet flow is reduced to raise the water level of the water storage device (1);
when the test is finished, the water pump (5) is closed, and the water outlet electromagnetic valve (37) and the water inlet electromagnetic valve (6) are opened through the control device (40);
s2: the method comprises the steps that a pressure sensor (38) is arranged on a bottom plate of a water storage device (1) in a test mode, data of the pressure sensor (38) are transmitted to a control device (40), and the control device (40) is used for controlling the running frequency of a water pump (5); the pressure sensor (38) monitors the water level of the water storage device (1) in real time, and the operating frequency of the water pump (5) is adjusted according to the difference between the real-time pressure and the design pressure parameter of the pressure sensor (38) in the control device (40);
when the test is started, the water pump (5) runs at the maximum power, and the control device (40) automatically closes the water-withdrawing electromagnetic valve (37); when the real-time pressure of the pressure sensor (38) at the bottom of the water storage device (1) is higher than a design pressure parameter, the control device (40) automatically reduces the operating frequency of the water pump (5), so that the output flow of the water pump (5) is reduced, and the water level of the water storage device (1) is reduced; when the real-time pressure of the pressure sensor (38) at the bottom of the water storage device (1) is lower than a design pressure parameter, the control device (40) automatically increases the operating frequency of the water pump (5), so that the output flow of the water pump (5) is increased, and the water level of the water storage device (1) is increased;
and (3) when the test is finished, closing the water pump (5), and opening the water-withdrawing electromagnetic valve (37) to empty the water storage device (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110176091.4A CN112858055A (en) | 2021-02-06 | 2021-02-06 | Intelligent test model and method for measuring anti-scouring performance of honeycomb restraint system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110176091.4A CN112858055A (en) | 2021-02-06 | 2021-02-06 | Intelligent test model and method for measuring anti-scouring performance of honeycomb restraint system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112858055A true CN112858055A (en) | 2021-05-28 |
Family
ID=75989362
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110176091.4A Pending CN112858055A (en) | 2021-02-06 | 2021-02-06 | Intelligent test model and method for measuring anti-scouring performance of honeycomb restraint system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112858055A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117968966A (en) * | 2024-03-29 | 2024-05-03 | 宁德时代新能源科技股份有限公司 | Waterproof test method for battery |
-
2021
- 2021-02-06 CN CN202110176091.4A patent/CN112858055A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117968966A (en) * | 2024-03-29 | 2024-05-03 | 宁德时代新能源科技股份有限公司 | Waterproof test method for battery |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101666720B (en) | Scouring model experimental device of underground silt and method | |
| CN110705171A (en) | Method for treating water environment of tidal river network based on MIKE model | |
| CN104264622B (en) | The device and method that the migration of tide simulation reversing current pollution of river thing and salt solution trace back | |
| CN104792945B (en) | A kind of rockfill washes away analogue experiment installation and experimental data acquisition method | |
| CN103898863B (en) | A kind of method studying sediment incipient motion under non-submersion rigid vegetation condition | |
| CN106644385B (en) | Surface water and underground water subsurface flow exchange self-circulation test device and use method | |
| CN108362858A (en) | A kind of experimental provision and method of simulation Canal in Loess Area soil erosion characteristic | |
| CN105679167A (en) | Novel debris flow provenance dam break experiment water tank device and realization method thereof | |
| CN112834375B (en) | Soil and stone water tank erosion test device considering seepage | |
| CN108287055B (en) | Adjustable tidal wave experiment water tank device | |
| CN214703152U (en) | Intelligent test model for measuring anti-scouring performance of honeycomb restraint system | |
| CN112858055A (en) | Intelligent test model and method for measuring anti-scouring performance of honeycomb restraint system | |
| KR101830370B1 (en) | Smart-Adaptive Wide-Open-Channel Multi-Purposed Experimental Equipment | |
| CN107083760A (en) | River develops experimental provision | |
| CN108398541B (en) | Experimental device and experimental method for adjustable riverbed plant | |
| CN206768724U (en) | The experimental facilities of simulated flow silt fluvial process | |
| CN105780718B (en) | A kind of tidal bore process simulation device based on many pump variable frequency speed governing | |
| CN214703170U (en) | Test model for measuring anti-scouring performance of honeycomb constrained ecological revetment | |
| CN113914257B (en) | Indoor model test platform device for water flow scouring ecological river bank and test method thereof | |
| CN206768726U (en) | River develops experimental provision | |
| CN112858071A (en) | Test model and method for measuring anti-scouring performance of honeycomb constrained ecological revetment | |
| CN206696279U (en) | A kind of soil erosion amount monitors simulation test device | |
| CN115795856A (en) | Method for monitoring downstream flow of sluice | |
| CN201514367U (en) | Underground silt-scrubbing model experiment device | |
| CN113005979B (en) | Model test-based impact resistance multi-factor optimal configuration method for honeycomb constraint system |
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 |