CN211347855U - Electroosmosis method of tailings sand is drainage test equipment with higher speed - Google Patents
Electroosmosis method of tailings sand is drainage test equipment with higher speed Download PDFInfo
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- CN211347855U CN211347855U CN201922384216.3U CN201922384216U CN211347855U CN 211347855 U CN211347855 U CN 211347855U CN 201922384216 U CN201922384216 U CN 201922384216U CN 211347855 U CN211347855 U CN 211347855U
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- 239000004576 sand Substances 0.000 title claims abstract description 32
- 238000012360 testing method Methods 0.000 title claims abstract description 21
- 238000005370 electroosmosis Methods 0.000 title abstract description 24
- 238000000034 method Methods 0.000 title abstract description 14
- 239000004746 geotextile Substances 0.000 claims abstract description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 38
- 239000012780 transparent material Substances 0.000 claims description 4
- 230000001105 regulatory effect Effects 0.000 claims description 2
- 238000011160 research Methods 0.000 abstract description 4
- 239000004744 fabric Substances 0.000 abstract 1
- 238000004364 calculation method Methods 0.000 description 4
- 230000005684 electric field Effects 0.000 description 4
- 238000005265 energy consumption Methods 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 238000000692 Student's t-test Methods 0.000 description 1
- 210000002421 cell wall Anatomy 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 150000002500 ions Chemical class 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 230000005855 radiation Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 238000012353 t test Methods 0.000 description 1
- 238000009736 wetting Methods 0.000 description 1
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Abstract
The utility model discloses a drainage test equipment is accelerated to tailing sand's electroosmosis, including square groove, positive pole plate electrode, negative pole plate electrode, geotechnological cloth, drain pipe, steady voltage DC power supply output device and wire. The wall of the square groove is provided with a limiting bulge, and the bottom of the square groove is provided with a drain hole; the anode electrode plate is vertically attached to one side of the inside of the square groove; a plurality of through holes are uniformly distributed on the cathode electrode plate, the cathode electrode plate and the anode electrode plate are oppositely arranged, and one side of the cathode electrode plate, which is far away from the anode electrode plate, is limited and abutted against the limiting bulge; the geotextile is wrapped on the cathode electrode plate; the upper end of the drain pipe is detachably and hermetically connected with the drain hole; the positive electrode and the negative electrode of the voltage-stabilizing direct-current power supply are respectively connected with the anode electrode plate and the cathode electrode plate by two leads. The utility model discloses a drainage test equipment can promote the popularization and the application of electroosmosis method in tailing storehouse drainage system with higher speed of electroosmosis method of tailing sand, has important theoretical research and engineering using value.
Description
Technical Field
The utility model relates to a geotechnical engineering technical field especially relates to an electroosmosis of tailings sand is drainage test equipment with higher speed.
Background
The seepage line is the 'life line' of the tailing dam, and the safety of the tailing dam is seriously threatened when the seepage line in the tailing dam is too high, so that certain seepage drainage measures are adopted to reduce the seepage line of the tailing dam in the design and construction of the tailing dam.
The research on the drainage and seepage measures in the tailing dam has been already decades, so far, the drainage and seepage measures which are commonly used at home and abroad comprise a pipe well method, a siphon well method, a light well point method, a vertical-horizontal drainage and seepage system, a radiation well technology, a space drainage and seepage system, a drainage and seepage pipe, a slot hole pipe, a reservoir bottom drainage and seepage (a drainage mattress and a drainage and seepage blind ditch), combination of various methods and the like.
However, with the promotion of modern mineral separation technology and the restriction of land use, the tailings ponds in China inevitably develop towards the direction of fine grain damming and high-pile tailings damming, and the disaster hidden danger of the tailings ponds is more prominent. When the drainage method is continuously used, the problems of drainage pipe failure, clogging and the like exist more or less, so that the water in the tailing pond cannot be drained or the drainage speed is low, and the danger of dam break and the like caused by overhigh wetting line of the tailing dam is caused.
Electroosmosis (electroosmosis) is one of the electrokinetic phenomena. In an electric field, the solution is relatively charged due to the adsorption of positive and negative ions in water by the porous support, and the solution moves in a certain direction by the electric field, which is called an electroosmosis phenomenon. How to provide a test device for researching the test effect of electroosmosis method accelerated drainage so as to guide the drainage of tailings ponds is a technical problem to be solved urgently by technical personnel in the field.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a drainage test equipment is accelerated to electroosmosis of tailings sand, through the drainage that lets in DC power supply in the tailings sand sample of certain water content with higher speed tailings sand, regularly survey displacement, data such as electric potential and electric current size, can obtain the drainage rate of tailings sand sample after the electric field of application after calculating, the change condition of electroosmosis coefficient and total energy consumption along with time promotes popularization and application of electroosmosis method in the drainage system of tailings storehouse, important theoretical research and engineering using value have.
In order to achieve the above object, the utility model provides a following scheme:
the utility model discloses a drainage test equipment is accelerated to electroosmosis of tailings sand, include:
the water-saving device comprises a square groove, a water inlet pipe, a water outlet pipe and a water outlet pipe, wherein an accommodating cavity is arranged in the square groove, a limiting bulge is arranged on the wall of the square groove, and a water outlet hole is formed in the bottom of the square groove;
the anode electrode plate is vertically attached to one side inside the square groove;
the cathode electrode plate is uniformly provided with a plurality of through holes, the cathode electrode plate and the anode electrode plate are oppositely arranged, one side of the cathode electrode plate, which is far away from the anode electrode plate, is in limit abutment with the limit bulges, the accommodating cavity is divided into a sample area and a water collecting area by the cathode electrode plate, the sample area is arranged between the anode electrode plate and the cathode electrode plate and is used for accommodating tailing sand, the water collecting area is arranged between the cathode electrode plate and the other side inside the square groove, and the water drainage hole is positioned in the water collecting area;
the geotextile is wrapped on the cathode electrode plate;
the upper end of the drain pipe is detachably and hermetically connected with the drain hole;
a regulated DC power supply output device;
and the two leads respectively connect the anode of the voltage-stabilizing direct-current power supply with the anode electrode plate and the cathode of the voltage-stabilizing direct-current power supply with the cathode electrode plate.
Preferably, the square groove is made of transparent materials.
Preferably, the drain pipe is a PE pipe.
Preferably, the limiting protrusions are vertical ribs, and the two limiting protrusions are respectively positioned on the two side walls opposite to each other on the square groove.
Preferably, the water discharge pipe is provided with a measuring cylinder, a voltmeter, an ammeter and a stopwatch, wherein the measuring cylinder is located below the water discharge pipe, the voltmeter is used for detecting the voltage between the anode electrode plate and the cathode electrode plate, the ammeter is used for detecting the current on the lead, and the stopwatch is used for recording the electrifying time.
The utility model discloses for prior art gain following technological effect:
1. the square groove is made of transparent materials, so that the test characters in the electroosmosis experiment process can be observed; 2. the square groove is internally provided with a limiting bulge, so that a cathode electrode plate can be conveniently clamped, and the position of the cathode electrode plate can be fixed, so that a tailing sand sample in the sample box can be fixed at a certain length, and calculation is facilitated; 3. through holes are uniformly distributed on the cathode electrode plate, so that water generated after electroosmosis in the tailing sand sample in the sample area is conveniently discharged into the water collecting tank; 4. the cathode electrode plate is wrapped with moist geotextile to prevent tailing sand particles from flowing into a water collecting area along with the flow of water; 5. the drain pipe can be freely disassembled, and the length of the drain pipe can be adjusted according to requirements; 6. the water discharge, the potential and the current can be synchronously monitored, and the whole test period is greatly shortened.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a front view of an electroosmotic accelerated drainage test apparatus for tailings sand of this embodiment;
FIG. 2 is a top view of a square groove and its internal structure;
FIG. 3 is a schematic structural view of an anode electrode plate;
FIG. 4 is a schematic structural view of a cathode electrode plate;
description of reference numerals: 1-a square groove; 2-a sample area; 3-a water collecting area; 4, limiting protrusions; 5-anode electrode plate; 6-cathode electrode plate; 7, voltage-stabilizing direct-current power supply output equipment; 8-a wire; 9-a drain pipe; 10-a drain hole; 11-through hole.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The utility model aims at providing a drainage test equipment is accelerated to electroosmosis of tailing sand for research electroosmosis is with higher speed the experimental effect of drainage, thereby guides the drainage in tailing storehouse.
In order to make the above objects, features and advantages of the present invention more comprehensible, the present invention is described in detail with reference to the accompanying drawings and the detailed description.
As shown in fig. 1 to 4, the present embodiment provides an electroosmosis accelerated drainage test device for tailings sand, which comprises a square tank 1, an anode electrode plate 5, a cathode electrode plate 6, geotextile, a drain pipe 9, a voltage-stabilizing dc power output device and a lead 8.
The rectangular groove 1 is preferably made of a transparent material, such as transparent plastic or transparent glass. The square groove 1 is internally provided with a containing cavity, and the bottom of the square groove 1 is provided with a drain hole. Be equipped with spacing arch 4 on the cell wall of square groove 1, spacing arch 4 is used for carrying out spacing support to one side of cathode electrode plate 6, prevents that cathode electrode plate 6 from toppling over. The anode electrode plate 5 is vertically attached to one side inside the square groove 1; a plurality of through holes 10 are uniformly distributed on the cathode electrode plate 6, the cathode electrode plate 6 is arranged opposite to the anode electrode plate 5, and one side of the cathode electrode plate 6, which is far away from the anode electrode plate 5, is in limit abutment with the limit bulge 4. The cathode electrode plate 6 divides the accommodating cavity into a sample area 2 and a water collecting area 3. A sample area 2 is arranged between the anode electrode plate 5 and the cathode electrode plate 6, and the sample area 2 is used for containing tailing sand. Because the relative side of anode plate 5 and negative pole motor board can be supported after the tailings sand reaches certain degree of depth, prevent that it is askew to the inboard, consequently anode plate 5 need not to be fixed in square groove 1 through modes such as pasting or fastener are fixed on, spacing arch 4 also only need to the cathode plate 6 keep away from one side of anode plate 5 carry on spacing support can. A water collecting area 3 is arranged between the cathode electrode plate 6 and the other side of the inside of the square groove 1, and the drain hole is positioned in the water collecting area 3. Geotextile (not shown in the figure) is wrapped on the cathode electrode plate 6, the geotextile only allows water in the sample area 2 to flow through the geotextile and the cathode electrode plate 6 to enter the water collecting area 3, and tailing sand is not allowed to flow through. The drain pipe 9 is preferably a PE pipe, and the upper end of the drain pipe 9 is detachably and hermetically connected (e.g., screwed) with the drain hole, so that an operator can collect and measure the water flowing out of the drain pipe 9. Two wires 8 respectively connect the positive electrode of the voltage-stabilized DC power supply with the anode electrode plate 5 and the negative electrode of the voltage-stabilized DC power supply with the cathode electrode plate 6, so as to apply continuous and stable DC voltage to the tailing area between the anode electrode plate 5 and the cathode electrode plate 6.
The electroosmosis accelerated drainage test device for the tailings sand of the embodiment is used by the following steps:
the method comprises the following steps: preparing a tailing sand sample with required water content and uniformly stirring;
step two: placing an anode electrode plate 5 and a cathode electrode plate 6 wrapped with wet geotextile into the embedded square groove 1, wherein the anode electrode plate 5 is vertically attached to one side inside the square groove 1, and one side of the cathode electrode plate 6, which is far away from the anode electrode plate 5, is in limit abutment with the limit bulge 4;
step three: pouring the prepared tailing sand sample into the sample area 2, standing for 24 hours, and connecting the voltage-stabilizing direct-current power supply output equipment 7 with the lead 8 in a complete way;
step four: standing for 24h, placing a collecting device below the drain pipe 9, turning on a power supply of a voltage-stabilizing direct-current power supply output device 77, and starting timing;
step five: when electroosmosis is carried out for a period of time, recording the time (t) of electroosmosis, the water discharge (Q) in the collecting device, and the voltage (phi) and the current (I) of the voltage-stabilizing direct-current power supply output device 7;
step six: performing a group of comparison tests under the condition of no power supply according to the steps from the first step to the fifth step, and recording the time (t) and the water discharge (Q) in the measuring cylinder;
step seven: and analyzing the change conditions of the drainage rate, the electroosmosis coefficient and the total energy consumption of the superfine tailing sand sample after the electric field is applied along with the time. The calculation formula of the drainage rate is formula (1), the calculation formula of the electroosmosis coefficient is formula (2), and the calculation formula of the energy consumption coefficient is formula (3).
Wherein v is the drainage rate (ml/s); q-total water displacement (ml) over time t; t-test drainage time(s).
In the formula, keElectroosmotic coefficient (cm)2s.V); q-electroosmotic drainage (ml) over time t; l is the length (cm) of the tailing sand sample; phi-effective potential size (V); a-cross sectional area of tailing sand sample (cm)2) (ii) a t-energization time(s).
In the formula, C-coefficient of energy consumption (kWh/Lm)3)；It-current (a) at time t;
-a supply voltage (V); qt1-2-energization t1Time to t2Displacement (L) over time; v-initial volume of sample (m)3)。
The shape of the limiting protrusion 4 can be selected according to actual needs, as long as the cathode electrode plate 6 can be supported. In this embodiment, spacing arch 4 is vertical rib, and spacing arch 4 is two and is located two relative lateral walls in square groove 1 upper position respectively.
In order to facilitate the measurement of the collected water amount, the collecting device in this embodiment is a measuring cylinder (not shown). In order to facilitate measurement of the dc voltage between the anode electrode plate 5 and the cathode electrode plate 6, the current flowing through the wire 8, and the energization time, the present embodiment further includes a voltmeter (not shown), an ammeter (not shown), and a stopwatch (not shown).
The principle and the implementation mode of the present invention are explained by applying specific examples in the present specification, and the above descriptions of the examples are only used to help understanding the method and the core idea of the present invention; meanwhile, for the general technical personnel in the field, according to the idea of the present invention, there are changes in the concrete implementation and the application scope. In summary, the content of the present specification should not be construed as a limitation of the present invention.
Claims (5)
1. An electroosmotic accelerated drainage test device for tailings sand, comprising:
the water-saving device comprises a square groove, a water inlet pipe, a water outlet pipe and a water outlet pipe, wherein an accommodating cavity is arranged in the square groove, a limiting bulge is arranged on the wall of the square groove, and a water outlet hole is formed in the bottom of the square groove;
the anode electrode plate is vertically attached to one side inside the square groove;
the cathode electrode plate is uniformly provided with a plurality of through holes, the cathode electrode plate and the anode electrode plate are oppositely arranged, one side of the cathode electrode plate, which is far away from the anode electrode plate, is in limit abutment with the limit bulges, the accommodating cavity is divided into a sample area and a water collecting area by the cathode electrode plate, the sample area is arranged between the anode electrode plate and the cathode electrode plate and is used for accommodating tailing sand, the water collecting area is arranged between the cathode electrode plate and the other side inside the square groove, and the water drainage hole is positioned in the water collecting area;
the geotextile is wrapped on the cathode electrode plate;
the upper end of the drain pipe is hermetically connected with the drain hole;
a regulated DC power supply output device;
and the two leads respectively connect the anode of the voltage-stabilizing direct-current power supply with the anode electrode plate and the cathode of the voltage-stabilizing direct-current power supply with the cathode electrode plate.
2. The electroosmotic accelerated drainage test apparatus for tailings sand of claim 1 wherein the square groove is made of a transparent material.
3. The electroosmotic accelerated drainage test apparatus of tailings sand of claim 1 wherein the drainage tube is a PE tube.
4. The electroosmotic accelerated drainage test equipment for tailings sand of claim 1, wherein the limiting protrusions are vertical ribs, and the two limiting protrusions are respectively positioned on two opposite side walls of the square groove.
5. The electroosmotic accelerated drainage test apparatus of tailings sand of claim 1, further comprising a measuring cylinder located below the drain pipe, a voltmeter to detect a voltage between the anode electrode plate and the cathode electrode plate, an ammeter to detect a current on the wire, and a stopwatch to record a power-on time.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922384216.3U CN211347855U (en) | 2019-12-26 | 2019-12-26 | Electroosmosis method of tailings sand is drainage test equipment with higher speed |
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| CN201922384216.3U CN211347855U (en) | 2019-12-26 | 2019-12-26 | Electroosmosis method of tailings sand is drainage test equipment with higher speed |
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| CN201922384216.3U Expired - Fee Related CN211347855U (en) | 2019-12-26 | 2019-12-26 | Electroosmosis method of tailings sand is drainage test equipment with higher speed |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110954464A (en) * | 2019-12-26 | 2020-04-03 | 北京科技大学 | Electroosmosis method of tailings sand is drainage test equipment with higher speed |
| CN113295567A (en) * | 2021-06-22 | 2021-08-24 | 武汉大学 | Device and method for measuring electroosmosis coefficient of soil near direct current grounding electrode |
-
2019
- 2019-12-26 CN CN201922384216.3U patent/CN211347855U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110954464A (en) * | 2019-12-26 | 2020-04-03 | 北京科技大学 | Electroosmosis method of tailings sand is drainage test equipment with higher speed |
| CN113295567A (en) * | 2021-06-22 | 2021-08-24 | 武汉大学 | Device and method for measuring electroosmosis coefficient of soil near direct current grounding electrode |
| CN113295567B (en) * | 2021-06-22 | 2022-11-22 | 武汉大学 | Device and method for measuring electroosmosis coefficient of soil near direct current grounding electrode |
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