CN117589525A - A regularly quantitative collection device for soil infiltration - Google Patents
A regularly quantitative collection device for soil infiltration Download PDFInfo
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- CN117589525A CN117589525A CN202410080683.XA CN202410080683A CN117589525A CN 117589525 A CN117589525 A CN 117589525A CN 202410080683 A CN202410080683 A CN 202410080683A CN 117589525 A CN117589525 A CN 117589525A
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- 239000002689 soil Substances 0.000 title claims abstract description 93
- 238000001764 infiltration Methods 0.000 title claims abstract description 87
- 230000008595 infiltration Effects 0.000 title claims abstract description 87
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 75
- 238000002474 experimental method Methods 0.000 claims abstract description 53
- 239000007788 liquid Substances 0.000 claims abstract description 42
- 238000001514 detection method Methods 0.000 claims abstract description 21
- 238000007789 sealing Methods 0.000 claims description 21
- 239000012528 membrane Substances 0.000 claims description 6
- 230000005389 magnetism Effects 0.000 claims description 4
- 239000007858 starting material Substances 0.000 claims description 4
- 239000008400 supply water Substances 0.000 claims description 4
- 238000004891 communication Methods 0.000 claims description 3
- 239000002356 single layer Substances 0.000 abstract description 12
- 238000011160 research Methods 0.000 abstract description 5
- 230000002452 interceptive effect Effects 0.000 abstract 1
- 239000010410 layer Substances 0.000 description 19
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 8
- 235000017491 Bambusa tulda Nutrition 0.000 description 8
- 241001330002 Bambuseae Species 0.000 description 8
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 8
- 239000011425 bamboo Substances 0.000 description 8
- 238000000034 method Methods 0.000 description 3
- 235000015097 nutrients Nutrition 0.000 description 3
- 230000032798 delamination Effects 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000011002 quantification Methods 0.000 description 1
- 238000005070 sampling Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N1/00—Sampling; Preparing specimens for investigation
- G01N1/02—Devices for withdrawing samples
- G01N1/10—Devices for withdrawing samples in the liquid or fluent state
- G01N1/20—Devices for withdrawing samples in the liquid or fluent state for flowing or falling materials
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N13/00—Investigating surface or boundary effects, e.g. wetting power; Investigating diffusion effects; Analysing materials by determining surface, boundary, or diffusion effects
- G01N13/04—Investigating osmotic effects
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- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- General Physics & Mathematics (AREA)
- Immunology (AREA)
- Pathology (AREA)
- Hydrology & Water Resources (AREA)
- Sampling And Sample Adjustment (AREA)
Abstract
The invention relates to the technical field of soil infiltration experiments, and discloses a timing and quantitative collection device for soil infiltration, which comprises a liquid supply tank and total brackets arranged on the periphery of the liquid supply tank and distributed up and down, wherein an experimental die is arranged between two adjacent total brackets and consists of a plurality of infiltration soil layering experimental cylinders which are vertically and detachably fixedly connected, the top of the liquid supply tank is communicated with the top of the experimental die through a water supply pipe, and the bottom of the side surface of the infiltration soil layering experimental cylinder is fixedly connected with an embedded bin; the staggered diversion bin tops are provided with detection columns which are mutually non-interfering and sequentially increased in depth, so that multiple kinds of sequentially overlapped comprehensive data are generated, single-layer data can be deduced according to the comprehensive data, multiple kinds of reference data are provided according to parameters obtained regularly and quantitatively on the basis of a single experiment, an automatic collection mode is adopted, scientific research experiment efficiency is improved, and labor cost is reduced.
Description
Technical Field
The invention relates to the technical field of soil infiltration experiments, in particular to a timing and quantitative collection device for soil infiltration.
Background
The process is to manually perform the timed and quantitative acquisition of infiltration, but because the infiltration of soil water is a slow process, the time is often in the unit of hours or days, people are required to stare at for a long time but the workload is not great, and therefore, the waste of labor cost is great. As the soil layer components of different depths are inconsistent with the increase of the depth in the actual soil, the finally obtained infiltration result can only represent independent data or comprehensive data, and if the comprehensive infiltration data of two soil layers and three soil layers are required to be obtained, multiple comprehensive experiments are required.
Disclosure of Invention
The invention aims to provide a timing and quantitative collecting device for soil infiltration so as to solve the problems in the background technology.
In order to achieve the above purpose, the present invention provides the following technical solutions:
the timed and quantitative collection device for soil infiltration comprises a liquid supply water tank and main brackets which are arranged on the periphery of the liquid supply water tank and distributed up and down, wherein an experimental die is arranged between two adjacent main brackets, the experimental die consists of a plurality of soil infiltration layering experimental cylinders which are vertically and detachably fixedly connected, and the top of the liquid supply water tank is communicated with the top of the experimental die through a water supply pipe;
the device comprises an infiltration soil layering experiment barrel, a water diversion bin, a filter screen surface, a guide slope surface, a layering water outlet pipe, a plurality of water diversion bins in the vertical direction, a water diversion bin and a water distribution pipe, wherein the bottom of the side surface of the infiltration soil layering experiment barrel is fixedly connected with the embedded bin, the water diversion bin is fixedly connected to the top of the embedded bin, the surface of the water diversion bin is fixedly connected with the filter screen surface, the bottom of the water diversion bin is provided with the guide slope surface, the bottom of the guide slope surface is provided with the layering water outlet pipe, and the layering water outlet pipe penetrates through the embedded bin to the outside of the infiltration soil layering experiment barrel;
the device is characterized in that the tail end of the layered water outlet pipe is provided with a collecting assembly for regularly or quantitatively collecting the water discharged by the layered water outlet pipe, the collecting assembly consists of a water-permeable layered collecting mechanism, a collecting bottle and a leakage-proof controller, the water-permeable layered collecting mechanism drives the collecting bottle to rotate for switching, the collecting bottle is rotationally connected with the water-permeable layered collecting mechanism, and the leakage-proof controller is used for controlling the communication and sealing between the layered water outlet pipe and the collecting bottle.
As still further aspects of the invention: the infiltration water layering collection mechanism comprises a driving motor, a rotating ring frame, a connecting support and a fixing support, the number of the rotating ring frames is two, the rotating ring frames rotate in the fixing support, the fixing support is fixedly connected with the infiltration soil layering experiment cylinder through the connecting support, the side face of the top end of the collecting bottle is respectively connected with the two rotating ring frames in a rotating mode, the driving motor is arranged on the outer wall of the fixing support to drive the rotating ring frames to rotate at equal angles, the driving motor is controlled by an external controller, and the controller comprises a timer and a time delay starter.
As still further aspects of the invention: the fixed support is divided into a long rod and a short rod, and the long rod is connected with a non-contact liquid level detection mechanism in a sliding manner.
As still further aspects of the invention: the top of collecting bottle is provided with the valve sealing part, leak protection controller sliding connection is in the bottom of layering outlet pipe, leak protection controller bottom is provided with the rupture of membranes awl, the bottom of fixed bolster is provided with electromagnetic drive, leak protection controller's outside fixedly connected with curb plate, be provided with on the curb plate with electromagnetic drive magnetism is opposite permanent magnet, the curb plate with pass through extension spring elastic connection between the layering outlet pipe.
As still further aspects of the invention: the center of the drainage end of the layered water outlet pipe is fixedly connected with a top sealing cone, the top of the leakage-proof controller is provided with a conical opening matched and sealed with the top sealing cone, and the top of the top sealing cone is provided with an arc-shaped surface.
As still further aspects of the invention: any two diversion bins do not have overlapping areas in the vertical direction.
As still further aspects of the invention: the upper end and the lower end of the infiltration soil layering experiment barrel are fixedly connected with connecting flanges, and two adjacent connecting flanges are detachably connected through a clamp.
As still further aspects of the invention: the side wall of the infiltration soil layering experiment barrel is of a smooth structure, the bottom of the infiltration soil layering experiment barrel is detachably connected with a bottom collector, and the layering water outlet pipe is fixedly connected to the lowest point of the bottom collector.
As still further aspects of the invention: the application method of the invention comprises the following steps:
the side bottom of infiltration soil layering experiment section of thick bamboo has set up the embedding storehouse, the embedding storehouse is gone deep to the inside of infiltration soil layering experiment section of thick bamboo slightly, and the diversion storehouse is then fixed in the inside of infiltration soil layering experiment section of thick bamboo, the bottom surface of diversion storehouse and the top surface fixed connection of embedding storehouse, make the top of diversion storehouse have the detection post, it is A, B, C, D to assume from top to bottom that the inside soil property of infiltration soil layering experiment section of thick bamboo is, the soil property is A in the detection post that the top of the top diversion storehouse formed this moment, the soil property is A+ B, A +B+ C, A +B+C+D in proper order in the detection post of below, because the diversion storehouse of vertical direction does not all have overlap area, therefore the detection post of vertical direction can produce four kinds of combination modes. At the moment, after the liquid enters the guide slope through the filter screen surface, the liquid is guided and discharged to the outside through the layered water outlet pipe, and is collected through the collecting assembly, and the obtained results are single-layer data of layer A, comprehensive data of layer A and layer B and layer C and comprehensive data of layer A, layer B and layer C and layer D. On the basis of the data, the A-layer single-layer data are acquired, so that the B-layer comprehensive data can be deduced according to the A+B comprehensive data, and the like, and a plurality of single-layer data are acquired. The nutrient loss generated when the infiltration liquid passes through the single layer can be obtained, and meanwhile, the comprehensive loss can be obtained, so that the research is facilitated.
Compared with the prior art, the invention has the beneficial effects that:
for true soil layering, infiltration soil layering experiment barrels with different soil textures are sequentially overlapped to form an experiment mould according to true soil depth layering, and all water diversion bins in the vertical direction have no overlapping area, so that a plurality of detection columns with sequentially increasing depths can be generated by the detection columns in the vertical direction, and a plurality of comprehensive data which are sequentially overlapped are generated. Because the A single-layer data is obtained, the B-layer comprehensive data can be deduced according to the A+B comprehensive data, and the like, so as to obtain a plurality of single-layer data. The nutrient loss generated when the infiltration liquid passes through the single layer is known, meanwhile, the comprehensive loss can be obtained, the research is convenient, on the basis of single experiment, various types of reference data are provided according to the parameters obtained regularly and quantitatively, and an automatic collection mode is adopted, so that the scientific research experiment efficiency is improved, and meanwhile, the labor cost is reduced.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are needed in the embodiments or the description of the prior art will be briefly described below, it being obvious that the drawings in the following description are only some embodiments of the present invention, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic perspective view of a timed and quantitative collection device for soil infiltration;
FIG. 2 is a schematic perspective view of an experimental mold in a timed and quantitative collection device for soil infiltration;
FIG. 3 is a schematic bottom view of a soil infiltration delamination experiment cartridge in a timed and quantitative collection device for soil infiltration;
FIG. 4 is a schematic cross-sectional view of a soil infiltration delamination experiment cartridge in a timed and quantitative collection device for soil infiltration;
FIG. 5 is a schematic perspective view of a mechanism for collecting a layer of infiltration water in a timed and quantitative collection device for infiltration of soil;
FIG. 6 is a schematic diagram of the connection and separation of layered water outlet pipes in a timed and quantitative collection device for soil infiltration;
FIG. 7 is a schematic view of individual soil column collection for a soil infiltration timing and quantification collection device;
in the figure: 100. a detection column; 1. a liquid supply tank; 11. a main support; 12. a water supply pipe; 2. infiltration soil layering experiment barrel; 21. connecting and flanging; 22. a layered water outlet pipe; 221. a top closed cone; 222. an arc surface; 23. embedding into a bin; 24. a water diversion bin; 241. a filter screen surface; 242. a guide slope; 3. entering a seepage layering acquisition mechanism; 31. a driving motor; 32. rotating the ring frame; 33. a connecting bracket; 34. a fixed bracket; 35. an electromagnetic driver; 36. a non-contact liquid level detection mechanism; 4. a collection bottle; 41. a valve seal portion; 5. a leak-proof controller; 51. a conical mouth; 52. a membrane rupture cone; 53. a side plate; 54. a permanent magnet; 55. a tension spring; 6. a bottom collector.
Detailed Description
Please refer to fig. 1-7:
embodiment one:
in this embodiment, including liquid supply tank 1 and set up the total support 11 that distributes from top to bottom in liquid supply tank 1 week side, be provided with experimental mould between two adjacent total supports 11, experimental mould comprises a plurality of perpendicular infiltration soil layering experimental cylinder 2 of dismantling fixed connection, and liquid supply tank 1's top is through delivery pipe 12 and experimental mould top intercommunication.
In this embodiment, a water pump is disposed in the liquid supply tank 1, and the water pump is used to provide pressure to make the liquid enter the top of the infiltration soil layering experiment barrel 2 through the water supply pipe 12, so that the liquid infiltrates from top to bottom.
In this embodiment, the side bottom fixedly connected with embedded bin 23 of infiltration soil layering experiment section of thick bamboo 2, the inner wall fixedly connected with of infiltration soil layering experiment section of thick bamboo 2 draws water storehouse 24, draw water storehouse 24 fixed connection at the top of embedded bin 23, the fixed surface in diversion storehouse 24 is connected with filter screen face 241, the bottom in diversion storehouse 24 is provided with guide slope 242, guide slope 242 bottom is provided with layering outlet pipe 22, layering outlet pipe 22 passes embedded bin 23 to infiltration soil layering experiment section of thick bamboo 2 outside, a plurality of diversion storehouse 24 of vertical direction equiangular distribution in proper order.
In this embodiment, in order to simulate real soil, a plurality of infiltration soil layering experiment barrels 2 are provided, and according to soil layer distribution, different types of soil are respectively filled into the infiltration soil layering experiment barrels 2 for flattening, and the infiltration soil layering experiment barrels 2 of different soil textures are sequentially overlapped according to real soil depth layering, so as to form a cylindrical experiment mold. The experimental die can be provided with a plurality of experimental dies, so that a plurality of numerical values are obtained under the condition of supplying liquid by a single water pump, variables are reduced, and the result is more accurate.
In this embodiment, the bottom of the side surface of the infiltration soil layering experiment barrel 2 is provided with the embedded bin 23, the embedded bin 23 is slightly extended into the infiltration soil layering experiment barrel 2, the water diversion bin 24 is fixed in the infiltration soil layering experiment barrel 2, the bottom surface of the water diversion bin 24 is fixedly connected with the top surface of the embedded bin 23, so that the top of the water diversion bin 24 is provided with the detection column 100, please refer to fig. 3, the soil in the infiltration soil layering experiment barrel 2 is A, B, C, D from top to bottom, at this time, the soil in the detection column 100 formed at the top of the uppermost water diversion bin 24 is A, the soil in the detection column 100 at the lower part is A+ B, A +B+ C, A +B+C+D in sequence, and the water diversion bins 24 in the vertical direction have no overlapping area, so that the detection column 100 in the vertical direction can generate four combination modes. At this time, after the liquid enters the guide slope 242 through the filter screen surface 241, the liquid is guided and discharged to the outside through the layered water outlet pipe 22, and is collected through the collecting component.
In this embodiment, the four combination modes are obtained as a result of a single-layer data, a+b integrated data, a+b+c integrated data, and a+b+c+d integrated data. On the basis of the data, the A-layer single-layer data are acquired, so that the B-layer comprehensive data can be deduced according to the A+B comprehensive data, and the like, and a plurality of single-layer data are acquired. The nutrient loss generated when the infiltration liquid passes through the single layer can be obtained, and meanwhile, the comprehensive loss can be obtained, so that the research is facilitated.
In this embodiment, the end of the layered water outlet pipe 22 is provided with a collecting component for regularly or quantitatively collecting the infiltration water discharged by the layered water outlet pipe 22, the collecting component is composed of an infiltration water layered collecting mechanism 3, a collecting bottle 4 and a leakage-proof controller 5, the infiltration water layered collecting mechanism 3 drives the collecting bottle 4 to rotate for switching, the collecting bottle 4 is rotationally connected with the infiltration water layered collecting mechanism 3, and the leakage-proof controller 5 is used for controlling the communication and sealing between the layered water outlet pipe 22 and the collecting bottle 4.
In this embodiment, the experimental method is described above, and in the case of performing the study, it is necessary to consider the timing collection for studying the permeation amount of the permeated liquid at the same time and the quantitative collection for obtaining the sample amount of the subsequent analysis sample. Because of the special configuration of the embedded bin 23, the space in the trough is not supported by the transverse acquisition switching components, such as disk switching and conveyor belt switching. Therefore, the switching is realized by adopting a vertically designed ferris wheel structure. The collecting bottle 4 rotates at the rotating ring frame 32, the rotating point of the collecting bottle 4 is a port, and the collecting bottle 4 is always vertical when the rotating ring frame 32 rotates due to the influence of gravity and a force arm.
In this embodiment, the infiltration water layer collection mechanism 3 includes driving motor 31, rotating ring frame 32, linking bridge 33, fixed bolster 34, and the quantity of rotating ring frame 32 is two, and rotating ring frame 32 is rotatory in the inside of fixed bolster 34, and fixed bolster 34 passes through linking bridge 33 and infiltration soil layering experiment section of thick bamboo 2 fixed connection, and the top side of collecting bottle 4 rotates with two rotating ring frames 32 respectively to be connected, and driving motor 31 sets up the outer wall drive rotating ring frame 32 equiangular rotation at fixed bolster 34, and driving motor 31 passes through external control ware control, and the controller includes but is not limited to timer, delay starter.
In the present embodiment, the driving motor 31 is controlled by an external controller, and the driving motor 31 is controlled by a timer to drive the same angle rotation in a specified time, which is to achieve timing sampling. The purpose of the delay starter is to delay the start after the start command of the control drive motor 31, so as to provide time for the separation control of the subsequent layered water outlet pipe 22 and the collection bottle 4. The connecting bracket 33 is fixed on the side wall of the soil infiltration layering experiment barrel 2, the connecting bracket 33 is fixedly connected with the fixed bracket 34, and the rotating ring frame 32 rotates in the fixed bracket 34.
In this embodiment, the fixed support 34 is divided into a long rod and a short rod, and the non-contact liquid level detection mechanism 36 is slidably connected to the long rod.
In this embodiment, because the collecting bottle 4 is rotating, in order to realize quantitative detection, the long rod portion of the fixed bracket 34 is vertically and slidably connected with the non-contact liquid level detection mechanism 36, the non-contact liquid level detection mechanism 36 can adopt an image collector, and a scale is arranged on the collecting bottle 4, and because the short side of the fixed bracket 34 can not interfere with the collection of the non-contact liquid level detection mechanism 36, after the liquid level in the collecting bottle 4 reaches a certain height, the non-contact liquid level detection mechanism 36 collects an image, the acquired height value is consistent with a set value, and the controller is matched with the driving motor 31 to drive the collecting bottle 4 to rotate for replacement, thereby realizing quantitative collection.
In this embodiment, the top of collecting bottle 4 is provided with valve sealing portion 41, leak protection controller 5 sliding connection is in the bottom of layering outlet pipe 22, leak protection controller 5 bottom is provided with rupture of membranes awl 52, and the bottom of fixed bolster 34 is provided with electromagnetic drive 35, and leak protection controller 5's outside fixedly connected with curb plate 53, be provided with on the curb plate 53 with electromagnetic drive 35 magnetism opposite permanent magnet 54, through extension spring 55 elastic connection between curb plate 53 and the layering outlet pipe 22.
In this embodiment, first, the collecting bottle 4 is in a dynamic motion state when the rotating ring frame 32 rotates, in order to avoid liquid from being spilled when the collecting bottle 4 shakes, a valve sealing part 41 is arranged at the top of the collecting bottle 4, a membrane breaking cone 52 is arranged below the layered water outlet pipe 22, the electromagnetic driver 35 cannot rotate along with the rotation of the rotating ring frame 32, after the driving motor 31 controls the rotating ring frame 32 to rotate, the electromagnetic driver 35 can be electrified, at this time, the electromagnetic driver 35 has magnetism, the permanent magnet 54 is pushed to descend, the tension spring 55 is elastically deformed, the membrane breaking cone 52 is inserted into the valve sealing part 41, and the infiltration soil layered experiment cylinder 2 is communicated with the collecting bottle 4.
In this embodiment, in order to avoid shaking the collection bottle 4 when the rupture cone 52 is inserted, a rotation damping is provided at the rotation connection position between the collection bottle 4 and the rotation ring frame 32, and a counterweight may be provided at the bottom of the collection bottle 4 to ensure that the collection bottle 4 is vertically downward.
In this embodiment, a top sealing cone 221 is fixedly connected to the center of the drainage end of the layered water outlet pipe 22, a conical opening 51 matched and sealed with the top sealing cone 221 is formed in the top of the leakage-proof controller 5, and an arc-shaped surface 222 is formed in the top of the top sealing cone 221.
In this embodiment, since the liquid in the layered water outlet pipe 22 is easily dropped under the influence of gravity, and is wasted during the switching of the collection bottle 4, the top sealing cone 221 is provided, the conical opening 51 is provided at the top of the leakage-proof controller 5, and the arc surface 222 can prevent the liquid accumulation at the top of the top sealing cone 221. After the electromagnetic driver 35 is powered off, the tension spring 55 acts on the side plate 53 to reset the leakage-proof controller 5, and the conical opening 51 is matched with the top sealing cone 221 to realize sealing.
In this embodiment, the upper end and the lower end of the infiltration soil layering experiment barrel 2 are fixedly connected with connection flanges 21, and two adjacent connection flanges 21 are detachably connected through a clamp.
In this embodiment, the infiltration soil layering experiment barrel 2 can increase fixed quantity according to the demand, adjusts the dislocation angle of drainage bin 24 simultaneously, and during the fixed, cooperation anchor clamps are fixed with the connection turn-ups 21.
Embodiment two:
the difference between the second embodiment and the first embodiment is that the side wall of the infiltration soil layering experiment barrel 2 is of a smooth structure, the bottom of the infiltration soil layering experiment barrel 2 is detachably connected with the bottom collector 6, the layering water outlet pipe 22 is fixedly connected to the lowest point of the bottom collector 6, and the layering water outlet pipe 22 is a straight pipe.
In this embodiment, due to the close material of the directly collected soil column, when the side surface is difficult to insert into the drainage bin 24, the infiltration liquid collection of the soil column is mainly performed through the infiltration soil layering experiment barrel 2 with a smooth outer wall, and the bottom collector 6 is fixed at the bottom opening of the infiltration soil layering experiment barrel 2. The bottom collector 6 is conical, the top is connected with a liquid supply pipeline, the penetrating liquid enters through the top of the infiltration soil layering experiment barrel 2 and gradually descends to the lower side, after being collected by the bottom collector 6, the liquid flows out through the layering water outlet pipe 22, and at the moment, the layering water outlet pipe 22 mainly collects bottommost liquid. Since the collection amount is large, the number of the collection bottles 4 is 6, and the collection manner of the collection bottles 4 is the same as that of the embodiment.
The foregoing description is only a preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art, who is within the scope of the present invention, should make equivalent substitutions or modifications according to the technical solution of the present invention and the inventive concept thereof, and should be covered by the scope of the present invention.
Claims (8)
1. The utility model provides a timing quantitative collection device for infiltration of soil, is in including confession liquid water tank (1) and setting are in general support (11) that confession liquid water tank (1) week side distributes from top to bottom, its characterized in that: an experimental mould is arranged between two adjacent total brackets (11), the experimental mould consists of a plurality of vertically detachable and fixedly connected infiltration soil layering experimental cylinders (2), and the top of the liquid supply water tank (1) is communicated with the top of the experimental mould through a water supply pipe (12);
the device is characterized in that an embedded bin (23) is fixedly connected to the bottom of the side face of the infiltration soil layering experiment barrel (2), a water diversion bin (24) is fixedly connected to the inner wall of the infiltration soil layering experiment barrel (2), the water diversion bin (24) is fixedly connected to the top of the embedded bin (23), a filter screen surface (241) is fixedly connected to the surface of the water diversion bin (24), a guide slope (242) is arranged at the bottom of the water diversion bin (24), a layering water outlet pipe (22) is arranged at the bottom of the guide slope (242), the layering water outlet pipe (22) penetrates through the embedded bin (23) to the outside of the infiltration soil layering experiment barrel (2), and a plurality of water diversion bins (24) in the vertical direction are sequentially distributed at equal angles;
the device is characterized in that the tail end of the layered water outlet pipe (22) is provided with a collecting assembly for timing or quantitative collection of the water inlet of the layered water outlet pipe (22), the collecting assembly consists of a water inlet layered collection mechanism (3), a collecting bottle (4) and a leakage-proof controller (5), the water inlet layered collection mechanism (3) drives the collecting bottle (4) to rotate for switching, the collecting bottle (4) is rotationally connected with the water inlet layered collection mechanism (3), and the leakage-proof controller (5) is used for controlling the communication and sealing between the layered water outlet pipe (22) and the collecting bottle (4).
2. A timed and quantitative collection device for infiltration of soil according to claim 1, characterized in that: the infiltration water layering collection mechanism (3) comprises a driving motor (31), a rotating ring frame (32), a connecting support (33) and a fixed support (34), the number of the rotating ring frames (32) is two, the rotating ring frames (32) rotate inside the fixed support (34), the fixed support (34) is fixedly connected with the infiltration soil layering experiment barrel (2) through the connecting support (33), the top side surface of the collecting bottle (4) is respectively connected with the two rotating ring frames (32) in a rotating mode, the driving motor (31) is arranged on the outer wall of the fixed support (34) to drive the rotating ring frames (32) to rotate at equal angles, and the driving motor (31) is controlled by an external controller, and the controller comprises a timer and a time delay starter.
3. A timed and quantitative collection device for infiltration of soil according to claim 2, characterized in that: the fixed support (34) is divided into a long rod and a short rod, and a non-contact liquid level detection mechanism (36) is connected to the long rod in a sliding mode.
4. A timed and quantitative collection device for infiltration of soil according to claim 2, characterized in that: the top of collecting bottle (4) is provided with valve sealing portion (41), leak protection controller (5) sliding connection is in the bottom of layering outlet pipe (22), leak protection controller (5) bottom is provided with rupture of membranes awl (52), the bottom of fixed bolster (34) is provided with electromagnetic drive (35), the outside fixedly connected with curb plate (53) of leak protection controller (5), be provided with on curb plate (53) with permanent magnet (54) that electromagnetic drive (35) magnetism is opposite, curb plate (53) with pass through extension spring (55) elastic connection between layering outlet pipe (22).
5. A timed and quantitative collection device for infiltration of soil according to claim 4, characterized in that: the center of the drainage end of the layered water outlet pipe (22) is fixedly connected with a top sealing cone (221), a conical opening (51) matched and sealed with the top sealing cone (221) is formed in the top of the leakage-proof controller (5), and an arc-shaped surface (222) is formed in the top of the top sealing cone (221).
6. A timed and quantitative collection device for infiltration of soil according to claim 1, characterized in that: any two diversion bins (24) do not have overlapping areas in the vertical direction.
7. A timed and quantitative collection device for infiltration of soil according to claim 1, characterized in that: the upper end and the lower end of the infiltration soil layering experiment barrel (2) are fixedly connected with connecting flanges (21), and two adjacent connecting flanges (21) are detachably connected through a clamp.
8. A timed and quantitative collection device for infiltration of soil according to claim 1, characterized in that: the side wall of the infiltration soil layering experiment barrel (2) is of a smooth structure, a bottom collector (6) is detachably connected to the bottom of the infiltration soil layering experiment barrel (2), and a layering water outlet pipe (22) is fixedly connected to the lowest point of the bottom collector (6).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410080683.XA CN117589525B (en) | 2024-01-19 | 2024-01-19 | A regularly quantitative collection device for soil infiltration |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202410080683.XA CN117589525B (en) | 2024-01-19 | 2024-01-19 | A regularly quantitative collection device for soil infiltration |
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| CN117589525B CN117589525B (en) | 2024-03-19 |
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Citations (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2007142223A (en) * | 2007-11-15 | 2009-05-20 | Николай Игоревич Бабичев (RU) | METHOD FOR OPENING PRODUCTIVE LAYERS OF FLUID USEFUL FOSSILS AND DEVICE FOR ITS IMPLEMENTATION |
| CN102921716A (en) * | 2012-11-13 | 2013-02-13 | 南京农业大学 | Residual and leaching risk evaluation technology of chelate-induced phytoremediation in heavy-metal contaminated soil |
| CN104155229A (en) * | 2014-08-13 | 2014-11-19 | 河海大学 | Portable device for soil surface in situ vertical permeability experiment |
| CN204405490U (en) * | 2014-12-25 | 2015-06-17 | 西南交通大学 | A kind of pour to strain to test device testing heavy metal element release and transport |
| CN105866005A (en) * | 2016-05-23 | 2016-08-17 | 河海大学 | Intelligent testing device for soil mass layered permeability characteristic analysis, measuring method and evaluation method |
| CN106017986A (en) * | 2016-05-16 | 2016-10-12 | 沈阳大学 | Soil seepage fluid collecting experimental device and experimental method thereof |
| CN106769762A (en) * | 2016-12-15 | 2017-05-31 | 机械工业勘察设计研究院有限公司 | A kind of method of testing of settlement by soaking soil layer wetting process |
| CN107247018A (en) * | 2017-06-15 | 2017-10-13 | 中国水利水电科学研究院 | Unsaturated soil moisture based on Internet of Things infiltrates automatic measurement system and method |
| CN206670533U (en) * | 2017-04-06 | 2017-11-24 | 湖南人文科技学院 | The instrument of depth of soil is penetrated into a kind of afforestation with measure moisture |
| CN107831029A (en) * | 2017-11-08 | 2018-03-23 | 中国地质大学（武汉） | It is a kind of can Stratified Sampling earth pillar leaching device |
| CN109283100A (en) * | 2018-11-27 | 2019-01-29 | 扬州大学 | The experimental provision and its method that a kind of soil collection and Interstitial Water, effusion are collected |
| RU2684770C1 (en) * | 2018-04-03 | 2019-04-12 | Федеральное государственное бюджетное научное учреждение "Федеральный аграрный научный центр Северо-Востока имени Н.В. Рудницкого" | Device for assessment of distribution of seeds of grain and herbal cultures by horizons of depth |
| US20190120741A1 (en) * | 2016-06-23 | 2019-04-25 | Bceg Environmental Remediation Co.,Ltd | Method for determining diffusion radius of in-situ injection and remediation of contaminated soil and groundwater |
| US20190195720A1 (en) * | 2016-05-05 | 2019-06-27 | Hohai University | Water engineering seepage behavior fusing and sensing system and method |
| CN209727717U (en) * | 2019-03-19 | 2019-12-03 | 三峡大学 | Indoor rainfall infiltration test device |
| CN110940625A (en) * | 2019-04-25 | 2020-03-31 | 河海大学 | Device and method for simulating permeable concrete blocking mechanism under real rainfall condition |
| CN111257187A (en) * | 2018-11-30 | 2020-06-09 | 中国石油天然气集团有限公司 | Multi-channel compacted soil layer seepage experiment device and method |
| CN112170470A (en) * | 2020-10-16 | 2021-01-05 | 广东开源环境科技有限公司 | Polluted soil leaching filter bed system and leaching method |
| CN112858110A (en) * | 2021-04-15 | 2021-05-28 | 西南科技大学 | Experimental device and method for migration and transformation experiment of pollutants in soil |
| CN214749050U (en) * | 2021-06-08 | 2021-11-16 | 任伟 | Layered detection sampling device for rock and soil exploration |
| CN218239743U (en) * | 2022-07-11 | 2023-01-06 | 北京市地质灾害防治研究所 | Test device for measuring soil permeability coefficient |
-
2024
- 2024-01-19 CN CN202410080683.XA patent/CN117589525B/en active Active
Patent Citations (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2007142223A (en) * | 2007-11-15 | 2009-05-20 | Николай Игоревич Бабичев (RU) | METHOD FOR OPENING PRODUCTIVE LAYERS OF FLUID USEFUL FOSSILS AND DEVICE FOR ITS IMPLEMENTATION |
| CN102921716A (en) * | 2012-11-13 | 2013-02-13 | 南京农业大学 | Residual and leaching risk evaluation technology of chelate-induced phytoremediation in heavy-metal contaminated soil |
| CN104155229A (en) * | 2014-08-13 | 2014-11-19 | 河海大学 | Portable device for soil surface in situ vertical permeability experiment |
| CN204405490U (en) * | 2014-12-25 | 2015-06-17 | 西南交通大学 | A kind of pour to strain to test device testing heavy metal element release and transport |
| US20190195720A1 (en) * | 2016-05-05 | 2019-06-27 | Hohai University | Water engineering seepage behavior fusing and sensing system and method |
| CN106017986A (en) * | 2016-05-16 | 2016-10-12 | 沈阳大学 | Soil seepage fluid collecting experimental device and experimental method thereof |
| CN105866005A (en) * | 2016-05-23 | 2016-08-17 | 河海大学 | Intelligent testing device for soil mass layered permeability characteristic analysis, measuring method and evaluation method |
| US20190120741A1 (en) * | 2016-06-23 | 2019-04-25 | Bceg Environmental Remediation Co.,Ltd | Method for determining diffusion radius of in-situ injection and remediation of contaminated soil and groundwater |
| CN106769762A (en) * | 2016-12-15 | 2017-05-31 | 机械工业勘察设计研究院有限公司 | A kind of method of testing of settlement by soaking soil layer wetting process |
| CN206670533U (en) * | 2017-04-06 | 2017-11-24 | 湖南人文科技学院 | The instrument of depth of soil is penetrated into a kind of afforestation with measure moisture |
| CN107247018A (en) * | 2017-06-15 | 2017-10-13 | 中国水利水电科学研究院 | Unsaturated soil moisture based on Internet of Things infiltrates automatic measurement system and method |
| CN107831029A (en) * | 2017-11-08 | 2018-03-23 | 中国地质大学（武汉） | It is a kind of can Stratified Sampling earth pillar leaching device |
| RU2684770C1 (en) * | 2018-04-03 | 2019-04-12 | Федеральное государственное бюджетное научное учреждение "Федеральный аграрный научный центр Северо-Востока имени Н.В. Рудницкого" | Device for assessment of distribution of seeds of grain and herbal cultures by horizons of depth |
| CN109283100A (en) * | 2018-11-27 | 2019-01-29 | 扬州大学 | The experimental provision and its method that a kind of soil collection and Interstitial Water, effusion are collected |
| CN111257187A (en) * | 2018-11-30 | 2020-06-09 | 中国石油天然气集团有限公司 | Multi-channel compacted soil layer seepage experiment device and method |
| CN209727717U (en) * | 2019-03-19 | 2019-12-03 | 三峡大学 | Indoor rainfall infiltration test device |
| CN110940625A (en) * | 2019-04-25 | 2020-03-31 | 河海大学 | Device and method for simulating permeable concrete blocking mechanism under real rainfall condition |
| CN112170470A (en) * | 2020-10-16 | 2021-01-05 | 广东开源环境科技有限公司 | Polluted soil leaching filter bed system and leaching method |
| CN112858110A (en) * | 2021-04-15 | 2021-05-28 | 西南科技大学 | Experimental device and method for migration and transformation experiment of pollutants in soil |
| CN214749050U (en) * | 2021-06-08 | 2021-11-16 | 任伟 | Layered detection sampling device for rock and soil exploration |
| CN218239743U (en) * | 2022-07-11 | 2023-01-06 | 北京市地质灾害防治研究所 | Test device for measuring soil permeability coefficient |
Non-Patent Citations (7)
| Title |
|---|
| "Infiltration into soils: Conceptual approaches and solutions", 《WATER RESOURCES RESEARCH》, vol. 49, no. 4, 30 April 2013 (2013-04-30), pages 1755 - 1772 * |
| PEI ZHAO ET AL.: "A modified model for estimating the full description of soil particle size distribution", 《CANADIAN JOURNAL OF SOIL SCIENCE》, vol. 93, no. 1, 1 February 2013 (2013-02-01), pages 65 - 72 * |
| TONG, JU-XIU ET AL.: "Experimental study and mathematical modelling of soluble chemical transfer from unsaturated/saturated soil to surface runoff", 《HYDROLOGICAL PROCESSES》, vol. 24, no. 21, 15 October 2010 (2010-10-15), pages 3065 - 3073, XP071716856, DOI: 10.1002/hyp.7722 * |
| 任宗孝 等: "考虑应力敏感的低渗透油藏分段压裂水平井三维不稳定渗流模型", 《中国科技论文》, vol. 18, no. 1, 31 January 2023 (2023-01-31), pages 10 - 16 * |
| 吕培 等: "分层微水试验与数值模拟的正反演验证对比分析", 《勘察科学技术》, no. 2, 29 February 2020 (2020-02-29), pages 35 - 42 * |
| 王春颖 等: "层状夹砂土柱室内积水入渗试验及模拟", 《农业工程学报》, vol. 26, no. 11, 30 November 2010 (2010-11-30), pages 61 - 67 * |
| 陈希 等: "分层渗流土壤能源桩传热特性研究", 《工业建筑》, vol. 52, no. 9, 30 September 2022 (2022-09-30), pages 198 - 205 * |
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