CN2699314Y - Crevice medium current, solute transfer testing equipment - Google Patents
Crevice medium current, solute transfer testing equipment Download PDFInfo
- Publication number
- CN2699314Y CN2699314Y CN 200420026756 CN200420026756U CN2699314Y CN 2699314 Y CN2699314 Y CN 2699314Y CN 200420026756 CN200420026756 CN 200420026756 CN 200420026756 U CN200420026756 U CN 200420026756U CN 2699314 Y CN2699314 Y CN 2699314Y
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- sensor
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- water inlet
- inlet pipe
- pressurizer
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Abstract
The utility model relates to a crevice medium current, solute transfer testing device, wherein a sensor and a sealing material are mutually connected in a test vessel whose bottom is provided with a saturated water inlet pipe and a water outlet pipe. The saturated water inlet pipe is provided with a valve to control the water intake flow, while the water outlet pipe is provided with a manometer and a consumption meter. The admitting pipe with a manometer is arranged between the test vessel and the pressurizer. The entrance end of the pressurizer is provided with a screw booster pump whose entrance end is connected with a liquor reservoir, and the sensor is fixed in the sensor fixing sleeve tube. Solving the problem that the previous testing device can only test the density and the pressure at the liquor input terminal and output terminal, the utility model allows to directly test the solution strength, pressure and temperature at each point in the crevice medium, and has the advantages of novel design, simple structure, multi-function, cost saving and enhanced accuracy of test thereby.
Description
Technical field
The utility model relates to a kind of fissuted medium current, solute transfer experiment test device of being used for, and belongs to underground water Detection Techniques field.
Background technology
At present, how the solute transfer rule in the pore media to be carried out test simulation with sand post or sand box model.Because the complicacy of fissuted medium, be used for studying that there is following shortcoming in the test system of groundwater flow and solute transfer rule in the fissuted medium: sample dimensions is very little, general several centimetres to tens centimetres; Can not directly record the magnitude of physical quantity of every bit in the fissuted medium, usually do chemical analysis and calculate its concentration from the solution output terminal collection solution of fissuted medium; Be difficult to the geometric shape of rock cranny is analyzed, thereby current and solute transfer in the crack under the different shape are carried out test simulation.
Summary of the invention
The purpose of this utility model is to overcome above-mentioned various defective, designs a kind of device that is used for fissuted medium current, solute transfer experimental test, the Changing Pattern of concentration, pressure and temperature when crossing fissuted medium in order to measure flow of solution.Technical solution of the present utility model: its structure is that sensor and encapsulant join, they are located in the test specimen container, establish saturated water inlet pipe, rising pipe in the bottom of test specimen container, the valve of control flow of inlet water on saturated water inlet pipe, establish tensimeter, flowmeter on the rising pipe, establish water inlet pipe between test specimen container and pressurizer, on water inlet pipe, establish tensimeter, on the entrance point of pressurizer, establish the spiral boosting pump, the entrance point of spiral boosting pump links to each other with solution reservoir, and sensor is fixed in the sensor fixed sleeving.Advantage of the present utility model and effect are modern design, simple in structure, function is many, can only be before having solved by surveying the problem of solution input end and output terminal concentration and pressure, can directly record solution concentration, the pressure and temperature of each point in the fissuted medium, and provide cost savings, improved test accuracy.
Description of drawings
Accompanying drawing 1 is the utility model isometric front view.Accompanying drawing 2 is that the utility model sensor is installed sectional view.
1 is the test specimen container among the figure; The 2nd, sensor; The 3rd, test specimen; The 4th, fissure-plane; The 5th, encapsulant; The 6th, saturated water inlet pipe; The 7th, rising pipe; The 8th, water inlet pipe; The 9th, pressurizer; 10 pores; The 11st, the spiral boosting pump; The 12nd, solution reservoir; The 13rd, conductivity sensor; The 14th, the osmotic pressure sensor; The 15th, the sensor fixed sleeving.
Embodiment
The contrast accompanying drawing, sensor 2 joins with encapsulant 5, they are located in the test specimen container 1, establish saturated water inlet pipe 6, rising pipe 7 in the bottom of test specimen container 1, the valve of control flow of inlet water on saturated water inlet pipe 6, establish tensimeter, flowmeter on the rising pipe 7,9 of test specimen container 1 and pressurizers are established water inlet pipe 8, on water inlet pipe 8, establish tensimeter, on the entrance point of pressurizer 9, establish spiral boosting pump 11, the entrance point of spiral boosting pump 11 links to each other with solution reservoir 12, and sensor 2 is fixed in the sensor fixed sleeving 15.During work, open spiral boosting pump 11, the solution in the solution reservoir 12 has an air admission hole 10 by after pressurizer 9 voltage stabilizings at solution reservoir 12 tops, enters test specimen container 1 top through water inlet pipe 8; Solution is by the crack 4 in the test specimen 3, and the sensor 2 that be distributed in the test specimen this moment imports the data that measure into data receiving system by cable.Sensor 2 links to each other with container 1 with test specimen by encapsulant 5.Discharge pressure and flow when recording solution and flow out by tensimeter and flowmeter at the rising pipe place by rising pipe 7 through the solution that test specimen flows out.Before test,,, close the flowrate control valve on the water inlet pipe 6 after test specimen is saturated by water inlet pipe 6 water inlets in order to make test specimen fully saturated.Conductivity sensor 13 and osmotic pressure sensor 14 are installed respectively in the both sides, crack, and sensor is fixed on the sleeve pipe 15.
Claims (2)
1, the fissuted medium current, the solute transfer test unit, it is characterized in that sensor (2) and encapsulant (5) join, they are located in the test specimen container (1), establish saturated water inlet pipe (6) in the bottom of test specimen container (1), rising pipe (7), go up the valve of control flow of inlet water at saturated water inlet pipe (6), rising pipe is established tensimeter on (7), flowmeter, establish water inlet pipe (8) between test specimen container (1) and pressurizer (9), on water inlet pipe (8), establish tensimeter, on the entrance point of pressurizer (9), establish spiral boosting pump (11), the entrance point of spiral boosting pump (11) links to each other with solution reservoir (12), and sensor (2) is fixed in the sensor fixed sleeving (15).
2, fissuted medium current according to claim 1, solute transfer test unit, the sensor that it is characterized in that being arranged on the both sides, crack is respectively conductivity sensor (13), osmotic pressure sensor (14).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200420026756 CN2699314Y (en) | 2004-04-29 | 2004-04-29 | Crevice medium current, solute transfer testing equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200420026756 CN2699314Y (en) | 2004-04-29 | 2004-04-29 | Crevice medium current, solute transfer testing equipment |
Publications (1)
Publication Number | Publication Date |
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CN2699314Y true CN2699314Y (en) | 2005-05-11 |
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Family Applications (1)
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CN 200420026756 Expired - Fee Related CN2699314Y (en) | 2004-04-29 | 2004-04-29 | Crevice medium current, solute transfer testing equipment |
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CN (1) | CN2699314Y (en) |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102890147A (en) * | 2012-10-10 | 2013-01-23 | 河海大学 | Test system for simulating pore-fissure double-medium seepage hydraulic characteristics |
CN103901077A (en) * | 2014-02-19 | 2014-07-02 | 河海大学 | Test device and method for migration of pollutants in unsaturated fissure rock body |
CN103940716A (en) * | 2013-01-21 | 2014-07-23 | 核工业北京地质研究院 | Method for monitoring two-dimensional seepage in large-scale single-fractured medium |
CN105571992A (en) * | 2016-03-02 | 2016-05-11 | 河海大学 | Nonpoint-source invasive solute transport experiment device |
CN106546707A (en) * | 2015-09-19 | 2017-03-29 | 水利部交通运输部国家能源局南京水利科学研究院 | A kind of multifunctional fracture medium subsoil water assay device |
CN107179263A (en) * | 2017-05-26 | 2017-09-19 | 南京大学 | Puddle influences on Contaminants Transport in a kind of simulation pipeline device and method of work |
CN108169413A (en) * | 2017-11-30 | 2018-06-15 | 河海大学 | A kind of cube test device and its experimental method for monitoring karst medium water movement mechanism |
CN108931821A (en) * | 2018-05-30 | 2018-12-04 | 河海大学 | Karst water sport and solute transfer process three dimensional taest device under the effect of human activity |
CN110006787A (en) * | 2019-04-18 | 2019-07-12 | 河海大学 | A kind of experimental provision monitoring emptying gap space-pollution object migration rule |
CN112924535A (en) * | 2021-01-29 | 2021-06-08 | 中国科学院地质与地球物理研究所 | Large-scale experimental device and method for detecting magnetic signals in solute transport under saturated medium |
-
2004
- 2004-04-29 CN CN 200420026756 patent/CN2699314Y/en not_active Expired - Fee Related
Cited By (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102890147B (en) * | 2012-10-10 | 2015-03-25 | 河海大学 | Test system for simulating pore-fissure double-medium seepage hydraulic characteristics |
CN102890147A (en) * | 2012-10-10 | 2013-01-23 | 河海大学 | Test system for simulating pore-fissure double-medium seepage hydraulic characteristics |
CN103940716B (en) * | 2013-01-21 | 2016-08-10 | 核工业北京地质研究院 | The monitoring method of two dimensional fluid flow in a kind of large scale Single Fracture medium |
CN103940716A (en) * | 2013-01-21 | 2014-07-23 | 核工业北京地质研究院 | Method for monitoring two-dimensional seepage in large-scale single-fractured medium |
CN103901077A (en) * | 2014-02-19 | 2014-07-02 | 河海大学 | Test device and method for migration of pollutants in unsaturated fissure rock body |
CN106546707A (en) * | 2015-09-19 | 2017-03-29 | 水利部交通运输部国家能源局南京水利科学研究院 | A kind of multifunctional fracture medium subsoil water assay device |
CN105571992A (en) * | 2016-03-02 | 2016-05-11 | 河海大学 | Nonpoint-source invasive solute transport experiment device |
CN107179263A (en) * | 2017-05-26 | 2017-09-19 | 南京大学 | Puddle influences on Contaminants Transport in a kind of simulation pipeline device and method of work |
CN108169413A (en) * | 2017-11-30 | 2018-06-15 | 河海大学 | A kind of cube test device and its experimental method for monitoring karst medium water movement mechanism |
CN108169413B (en) * | 2017-11-30 | 2020-06-12 | 河海大学 | Cube test device for monitoring karst medium water flow movement mechanism and test method thereof |
CN108931821A (en) * | 2018-05-30 | 2018-12-04 | 河海大学 | Karst water sport and solute transfer process three dimensional taest device under the effect of human activity |
CN110006787A (en) * | 2019-04-18 | 2019-07-12 | 河海大学 | A kind of experimental provision monitoring emptying gap space-pollution object migration rule |
CN110006787B (en) * | 2019-04-18 | 2021-08-31 | 河海大学 | Experimental device for monitoring migration rule of pollutants in variable-air-gap space |
CN112924535A (en) * | 2021-01-29 | 2021-06-08 | 中国科学院地质与地球物理研究所 | Large-scale experimental device and method for detecting magnetic signals in solute transport under saturated medium |
CN112924535B (en) * | 2021-01-29 | 2021-11-30 | 中国科学院地质与地球物理研究所 | Large-scale experimental device and method for detecting magnetic signals in solute transport under saturated medium |
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Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C19 | Lapse of patent right due to non-payment of the annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
C53 | Correction of patent for invention or patent application | ||
CB03 | Change of inventor or designer information |
Inventor after: Wang Jinguo Inventor after: Zhou Zhifang Inventor after: Yu Gang Inventor before: Wang Jinguo Inventor before: Zhou Zhifang |
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COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: WANG JINGUO; ZHOU ZHIFANG TO: WANG JINGUO; ZHOU ZHIFANG; YU ZHONGBO |