CN2699314Y - Crevice medium current, solute transfer testing equipment - Google Patents

Crevice medium current, solute transfer testing equipment Download PDF

Info

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
Authority
CN
China
Prior art keywords
sensor
test
water inlet
inlet pipe
pressurizer
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.)
Expired - Fee Related
Application number
CN 200420026756
Other languages
Chinese (zh)
Inventor
王锦国
周志芳
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hohai University HHU
Original Assignee
Hohai University HHU
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hohai University HHU filed Critical Hohai University HHU
Priority to CN 200420026756 priority Critical patent/CN2699314Y/en
Application granted granted Critical
Publication of CN2699314Y publication Critical patent/CN2699314Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Investigating Or Analyzing Materials By The Use Of Electric Means (AREA)

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

Fissuted medium current, solute transfer test unit
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).
CN 200420026756 2004-04-29 2004-04-29 Crevice medium current, solute transfer testing equipment Expired - Fee Related CN2699314Y (en)

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
CN2699314Y true CN2699314Y (en) 2005-05-11

Family

ID=34771386

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 200420026756 Expired - Fee Related CN2699314Y (en) 2004-04-29 2004-04-29 Crevice medium current, solute transfer testing equipment

Country Status (1)

Country Link
CN (1) CN2699314Y (en)

Cited By (10)

* Cited by examiner, † Cited by third party
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

Cited By (15)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
CN2699314Y (en) Crevice medium current, solute transfer testing equipment
CN106501155A (en) Rock core gas liquid two purpose permeability test device and reservoir damage evaluation method
CN106351614A (en) Preferred pipe column water drainage gas production simulation device and experiment method
CN104879094B (en) Downhole throttling gas well shaft simulation experiment device
CN207586099U (en) A kind of driving device mutually oozed using steady state method measure air water
CN205483902U (en) Analytic simulating measurement setup of replacement and absorption
CN208153007U (en) A kind of experimental provision that simulation gas well Liquid output influences pit shaft two-phase flow
CN201378163Y (en) Instrument for measuring solute transport diffusibity parameters
CN105136581A (en) Multifunctional fracturing simulation test system and method
CN103924948A (en) Vortex flow state simulation visual test device
CN209069798U (en) A kind of darcy permeability test instrument
AU2023249688A1 (en) Desorbed gas amount testing device and measuring method
CN103206996B (en) Pore wall gas flow measuring device and pore wall gas flow measuring method
CN102759427A (en) Visualized pressure measuring device for porous media filling structure
CN202440786U (en) River infiltration simulator
CN206192840U (en) Dual -purpose permeability testing arrangement of rock core gas -liquid
CN108798655A (en) Experimental provision is adopted in a kind of three gas conjunction of coal bed gas loss
CN203081436U (en) Multilayer laminated coalbed methane reservoir producing interlamination interference mechanism simulation device
CN206618662U (en) Novel experimental simulating test device
CN109425543A (en) A kind of two-way breakthrough pressure measurement device of rock sample and method
CN204964305U (en) Multi -functional simulation tests system of splitting that sends
CN108798628B (en) Gas-liquid separation metering device based on capillary action
CN206440585U (en) Single core permeability test device of simulated field conditions
CN109441435A (en) A kind of indoor experimental apparatus and method of the variation of level monitoring gas well gas liquid two-phase temperature in wellbore
CN205036373U (en) Simulate novel experimental apparatus of hypotonic horizontal well seepage flow law

Legal Events

Date Code Title Description
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

COR Change of bibliographic data

Free format text: CORRECT: INVENTOR; FROM: WANG JINGUO; ZHOU ZHIFANG TO: WANG JINGUO; ZHOU ZHIFANG; YU ZHONGBO