CN106840990B - Osmotic device capable of realizing variable water pressure effect - Google Patents

Osmotic device capable of realizing variable water pressure effect Download PDF

Info

Publication number
CN106840990B
CN106840990B CN201611041567.9A CN201611041567A CN106840990B CN 106840990 B CN106840990 B CN 106840990B CN 201611041567 A CN201611041567 A CN 201611041567A CN 106840990 B CN106840990 B CN 106840990B
Authority
CN
China
Prior art keywords
water
variable
test
pipe
test device
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.)
Active
Application number
CN201611041567.9A
Other languages
Chinese (zh)
Other versions
CN106840990A (en
Inventor
王胤
任玉宾
杨庆
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.)
Dalian University of Technology
Original Assignee
Dalian University of Technology
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 Dalian University of Technology filed Critical Dalian University of Technology
Priority to CN201611041567.9A priority Critical patent/CN106840990B/en
Publication of CN106840990A publication Critical patent/CN106840990A/en
Application granted granted Critical
Publication of CN106840990B publication Critical patent/CN106840990B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N15/00Investigating characteristics of particles; Investigating permeability, pore-volume, or surface-area of porous materials
    • G01N15/08Investigating permeability, pore-volume, or surface area of porous materials
    • G01N15/082Investigating permeability by forcing a fluid through a sample
    • G01N15/0826Investigating permeability by forcing a fluid through a sample and measuring fluid flow rate, i.e. permeation rate or pressure change
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/124Water desalination
    • Y02A20/131Reverse-osmosis

Abstract

The invention discloses a penetration device capable of realizing variable water pressure action, and belongs to the technical field of civil engineering. The penetrating device comprises a variable-frequency circulating water supply system and a test measurement system, the variable-frequency water pressure is provided by a water pump controlled by a PLC control cabinet and a frequency converter, and the circulating water supply function is realized by a water pipe, a tee joint and a ball valve. The test measurement system comprises a test section, a differential pressure transmitter, a flowmeter, a signal converter, a computer and the like, wherein a pressure taking point of the test device is positioned at an axis position and is designed into a sphere with a hole, and the differential pressure transmitter, the flowmeter, the signal converter and the computer are mutually connected and are used for automatically collecting water pressure difference and water flow. The invention realizes variable water pressure, adopts the differential pressure transmitter to automatically measure the water pressure difference, can ensure higher measurement precision and wider measurement range, overcomes the defects of larger error, water resource waste and the like of the traditional osmosis device, and has convenient and quick test process and reliable result.

Description

Osmotic device capable of realizing variable water pressure effect
Technical Field
The invention belongs to the technical field of civil engineering, and relates to a test device for researching the permeability characteristics of a porous medium under the action of variable water pressure.
Background
Porous media are widely available in nature and are solid polymers with rich pores. The permeability is an important physical and mechanical property of the porous medium, and refers to the property of the porous medium allowing fluid to flow through interconnected micro pores, the permeability coefficient represents the strength of the permeability of the porous medium, the calculation method is based on Darcy's law of seepage, namely that the seepage speed and the hydraulic gradient are in direct proportion v=ki, and the proportionality coefficient k is the permeability coefficient.
The osmotic coefficient of porous media is measured by an indoor experimental method, and a traditional osmotic device in civil engineering is mainly a constant head osmotic instrument such as TST-70 type. The penetrometer of the type can only meet the requirements of general engineering, but can not study the permeability of porous media when the variable hydraulic pressure acts on under dynamic load conditions such as waves, earthquakes and the like, meanwhile, the traditional penetrometer relies on manual measurement and reading of data, so that the test error is large, and the test process is time-consuming and labor-consuming. Therefore, aiming at the defects of the traditional penetrometer, a novel test device capable of researching the permeation characteristics of the porous medium under the action of variable water pressure is invented.
Disclosure of Invention
Aiming at the defects of the traditional osmosis device, the invention controls the water pump to provide periodically-changed water pressure through the PLC control cabinet and the frequency converter, adopts the water pipe, the tee joint and the ball valve to form a circulating water supply system, improves the design of a pressure point of a test section to more accurately measure the water pressure difference value of the section of a sample, and adopts the data acquisition system consisting of a differential pressure transmitter, a flowmeter, a signal converter and a computer to automatically measure and record the water pressure difference value and the water flow.
The technical scheme of the invention is as follows:
a penetration device capable of realizing the function of variable water pressure comprises a variable frequency circulating water supply system I and a test measurement system II;
the variable-frequency circulating water supply system I comprises a water tank 1, a water pump 2, a frequency converter 3, a PLC control cabinet 4, a ball valve 5, a water pipe and a tee joint, wherein the water tank 1, the water pump 2, the frequency converter 3 and the PLC control cabinet 4 are sequentially connected, the water tank 1 is used as a container for storing a water source, the water pump 2 provides power for circulating water, the frequency converter 3 and the PLC control cabinet 4 periodically change through control voltage, so that the rotation speed of an impeller of the water pump 2 periodically changes, and the water pressure of a water outlet of the water pump 2 periodically changes; the water outlet of the water pump 2 is connected with a water pipe, the water pipe is connected with a tee joint, one end of the tee joint is directly connected with a test device through the water pipe, and a first ball valve 5-1 and a flowmeter 7 are arranged on the water pipe; the other end of the tee joint is connected with the water tank 1 through a water pipe, and a second ball valve 5-2 is arranged on the water pipe; the water outlet of the test device flows back to the water tank 1 through a water pipe, and all the joints adopt a clamp and a raw rubber belt for leakage-proof treatment;
the test measurement system II comprises a test device, a differential pressure transmitter 6, a flowmeter 7, a signal converter 13 and a computer 14, wherein the main body of the test device is of a cylindrical structure made of organic glass, and the two ends of the test device are respectively provided with a left cover plate 15 and a right cover plate 20; the inside of the test device is divided into a left buffer section 16, a middle sample loading section 18 and a right buffer section 19 through two water permeable pore plates 17, a filter screen is stuck on one side of the water permeable pore plates 17, which is close to the sample loading section 18, and water rubber rings are connected through flanges; the left buffer section 16 and the right buffer section 19 are respectively provided with an exhaust hole 8, the exhaust holes 8 are connected with an exhaust pipe 11, and the exhaust pipe 11 is provided with a water stop clamp 10; the two ends of the sample loading section 18 are provided with pressure sampling points 9, the pressure sampling points 9 are in a sphere shape with tiny holes, and the pressure sampling points 9 are positioned at the axial line of the sample loading section 18 and are connected with the differential pressure transmitter 6 through the outer pressure guide pipe 12; differential pressure transmitter 6 and flowmeter 7 are connected to signal transducer 13, and signal transducer 13 is connected to computer 14.
The invention has the beneficial effects that: the device can realize the research of the permeability characteristics of the porous medium under the action of variable hydraulic pressure under dynamic load conditions such as sea waves, earthquakes and the like. The circulating water supply system can save water resources, the pressure sampling point is arranged in the middle of the sample, a more accurate pressure value can be obtained, the differential pressure transmitter can automatically measure the water pressure difference value, higher measurement precision and wider measurement range can be ensured, particularly, the measuring time can be greatly shortened for low-permeability materials such as rocks and silt by combining a variable-frequency pulse measuring method, the water flow can be automatically measured by the flowmeter, the instantaneous water pressure difference value and the water flow under the action of variable water pressure can be automatically acquired by the computer data acquisition system, and the defects that the traditional osmosis device increases test errors and wastes water resources by means of manual measurement and reading of data are overcome. The invention has the advantages of convenient and quick test process and reliable test result, and has multiple purposes of education and teaching, construction guidance, scientific research and the like.
Drawings
Fig. 1 is a schematic diagram of the system architecture of the present invention.
FIG. 2 is a cross-sectional view of the test apparatus of the present invention.
In the figure: i, a variable-frequency circulating water supply system; II, testing a measuring system; 1, a water tank; 2, a water pump; 3, a frequency converter; 4 a PLC control cabinet; 5-1 a first ball valve; 5-2 a second ball valve; a differential pressure transmitter; a flow meter 7; 8, an exhaust hole; 9, taking a pressure point; 10, a water stop clamp; 11 an exhaust pipe; 12 impulse pipes; 13 a signal converter; 14, a computer; 15 left cover plate; 16 left buffer segments; 17 water permeable orifice plate; 18, loading sample sections; 19 right buffer segment; 20 right cover plate.
Detailed Description
The following describes the embodiments of the present invention in detail with reference to the technical scheme and the accompanying drawings.
Examples
First, the variable frequency circulating water supply system I and the test measurement system II are assembled, inspected and tested. Distilled water is injected into the water tank 1, the first ball valve 5-1 is fully closed, the second ball valve 5-2 is fully opened, and the power supply of the water pump 2 is connected to check whether the water pump works normally. The first ball valve 5-1 is opened slowly, so that water slowly enters the test device, the water stop clamp 10 is opened to remove air in the test device, after the water flow in the test device is stable, air bubbles in the differential pressure transmitter 6 and the flowmeter 7 are removed, water is continuously introduced for a period of time, and water leakage points are checked and removed. The power supply of the differential pressure transmitter 6 and the flowmeter 7 is connected, and whether the data acquisition system 13 and the computer 14 work normally or not is checked. After each work inspection is completed, the power supply of the water pump 2, the differential pressure transmitter 6 and the flowmeter 7 is cut off, and the water in the test device is discharged.
Then, preliminary preparation work for the test is performed. The frequency of the frequency converter 3 is controlled by the PLC control cabinet 4 to realize periodic change, and the differential pressure transmitter 6 and the flowmeter 7 are checked and calibrated. The test device is disassembled, gravel is filled in the left buffer section 16 and the right buffer section 19, and test materials are uniformly filled in the sample filling section 18, so that a porous medium with a certain porosity is formed. After the sample is loaded, the power supply of the water pump 2 is connected, the first ball valve 5-1 is opened, the sample is slowly saturated, and residual bubbles in the test device, the differential pressure transmitter 6 and the flowmeter 7 are removed.
Finally, test measurement work is performed. Providing variable water pressure according to the variable frequency condition set by the PLC control cabinet 4, adjusting the first ball valve 5-1 to a certain opening degree, and recording the differential pressure value acquired by the differential pressure transmitter 6 and the flow value acquired by the flowmeter 7 by a computer 14 after the water flow speed is stable; the opening degree of the first ball valve 5-1 and the second ball valve 5-2 is regulated to gradually increase the water flow speed, and the measuring process is repeated until the test is finished; and converting the flow into an instantaneous water flow speed u flowing through the section of the sample, dividing the water pressure difference by the length of the seepage path to obtain an instantaneous hydraulic gradient i, and obtaining a seepage relation curve of the porous medium under the action of the variable water pressure.

Claims (1)

1. The osmosis device capable of realizing the variable water pressure effect is characterized by comprising a variable-frequency circulating water supply system (I) and a test measurement system (II);
the variable-frequency circulating water supply system (I) comprises a water tank (1), a water pump (2), a frequency converter (3), a PLC control cabinet (4), a ball valve (5), a water pipe and a tee joint, wherein the water tank (1), the water pump (2), the frequency converter (3) and the PLC control cabinet (4) are sequentially connected, the water tank (1) is used as a container for storing water sources, the water pump (2) provides power for circulating water, the frequency converter (3) and the PLC control cabinet (4) periodically change through control voltage, so that the rotating speed of an impeller of the water pump (2) periodically changes, and the water pressure of a water outlet of the water pump (2) periodically changes; the water outlet of the water pump (2) is connected with a water pipe, the water pipe is connected with a tee joint, one end of the tee joint is directly connected with the test device through the water pipe, and a first ball valve (5-1) and a flowmeter (7) are arranged on the water pipe; the other end of the tee joint is connected with a water tank (1) through a water pipe, and a second ball valve (5-2) is arranged on the water pipe; the water outlet of the test device flows back to the water tank (1) through a water pipe, and the joints adopt a clamp and a raw rubber belt for leakage-proof treatment;
the test measurement system (II) comprises a test device, a differential pressure transmitter (6), a flowmeter (7), a signal converter (13) and a computer (14), wherein the main body of the test device is of a cylindrical structure made of organic glass, and the two ends of the test device are respectively provided with a left cover plate (15) and a right cover plate (20); the inside of the test device is divided into a left buffer section (16), a sample loading section (18) and a right buffer section (19) through two permeable pore plates (17), a filter screen is stuck on one side, close to the sample loading section (18), of the permeable pore plates (17), and the two permeable pore plates are connected through a flange by utilizing a water-stopping rubber ring; the left buffer section (16) and the right buffer section (19) are respectively provided with an exhaust hole (8), the exhaust holes (8) are connected with an exhaust pipe (11), and the exhaust pipe (11) is provided with a water stop clamp (10); the two ends of the sample loading section (18) are provided with pressure sampling points (9), the pressure sampling points (9) are in a sphere shape with tiny holes, and the pressure sampling points (9) are positioned at the axial line position of the sample loading section (18) and are connected with the differential pressure transmitter (6) through an outer pressure guide pipe (12); the differential pressure transmitter (6) and the flowmeter (7) are connected with a signal converter (13), and the signal converter (13) is connected with a computer (14).
CN201611041567.9A 2016-11-21 2016-11-21 Osmotic device capable of realizing variable water pressure effect Active CN106840990B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611041567.9A CN106840990B (en) 2016-11-21 2016-11-21 Osmotic device capable of realizing variable water pressure effect

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201611041567.9A CN106840990B (en) 2016-11-21 2016-11-21 Osmotic device capable of realizing variable water pressure effect

Publications (2)

Publication Number Publication Date
CN106840990A CN106840990A (en) 2017-06-13
CN106840990B true CN106840990B (en) 2023-07-14

Family

ID=59146132

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201611041567.9A Active CN106840990B (en) 2016-11-21 2016-11-21 Osmotic device capable of realizing variable water pressure effect

Country Status (1)

Country Link
CN (1) CN106840990B (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109668689A (en) * 2017-10-17 2019-04-23 河南森源重工有限公司 A kind of oil tank of transformer leakage testing device and leak testing process
CN108061698A (en) * 2017-12-11 2018-05-22 叶剑红 The full-automatic experimental rig and its method of measurement fluctuation current infiltration towing force coefficient
CN109060631B (en) * 2018-09-07 2019-06-14 山东科技大学 A kind of varying head permeability coefficient measuring system and measurement method
CN112730190B (en) * 2020-12-18 2022-05-20 中山大学 Experimental facility of control by temperature change hyposmosis soil

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000121630A (en) * 1998-10-20 2000-04-28 Agency Of Ind Science & Technol Liquefaction hysteresis evaluating method and liquefaction hysteresis evaluating device
CN101458247A (en) * 2009-01-06 2009-06-17 中国科学院武汉岩土力学研究所 Microbe ground water seepage action clogging observation method and apparatus
CN103233441A (en) * 2013-04-19 2013-08-07 河海大学 Multiple embankment foundation pipeline type piping seepage deformation model and test method
CN203643304U (en) * 2013-12-17 2014-06-11 河海大学 Testing device for researching seepage deformation under condition of variation of on-way seepage flow velocity
CN205103134U (en) * 2015-11-02 2016-03-23 中国地质大学(武汉) A physical simulation experimental apparatus for studying porous medium seepage resistance
CN105547955A (en) * 2015-12-10 2016-05-04 桂林理工大学 Obstruction testing method for soil permeability under constant flow velocity
CN105910973A (en) * 2016-05-12 2016-08-31 长沙理工大学 Stress-dependent coarse-grained soil seepage deformation characteristic tester and test method
CN205593891U (en) * 2016-05-05 2016-09-21 中国科学院水利部成都山地灾害与环境研究所 A device for testing coarse -grained soil osmotic coefficient

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN206161492U (en) * 2016-11-21 2017-05-10 大连理工大学 Can realize becoming penetrant unit of water pressure effect

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000121630A (en) * 1998-10-20 2000-04-28 Agency Of Ind Science & Technol Liquefaction hysteresis evaluating method and liquefaction hysteresis evaluating device
CN101458247A (en) * 2009-01-06 2009-06-17 中国科学院武汉岩土力学研究所 Microbe ground water seepage action clogging observation method and apparatus
CN103233441A (en) * 2013-04-19 2013-08-07 河海大学 Multiple embankment foundation pipeline type piping seepage deformation model and test method
CN203643304U (en) * 2013-12-17 2014-06-11 河海大学 Testing device for researching seepage deformation under condition of variation of on-way seepage flow velocity
CN205103134U (en) * 2015-11-02 2016-03-23 中国地质大学(武汉) A physical simulation experimental apparatus for studying porous medium seepage resistance
CN105547955A (en) * 2015-12-10 2016-05-04 桂林理工大学 Obstruction testing method for soil permeability under constant flow velocity
CN205593891U (en) * 2016-05-05 2016-09-21 中国科学院水利部成都山地灾害与环境研究所 A device for testing coarse -grained soil osmotic coefficient
CN105910973A (en) * 2016-05-12 2016-08-31 长沙理工大学 Stress-dependent coarse-grained soil seepage deformation characteristic tester and test method

Also Published As

Publication number Publication date
CN106840990A (en) 2017-06-13

Similar Documents

Publication Publication Date Title
CN106840990B (en) Osmotic device capable of realizing variable water pressure effect
CN105588796B (en) A kind of device of accurate quick measure soil permeability coefficient
CN206161492U (en) Can realize becoming penetrant unit of water pressure effect
CN101968423B (en) Low-permeability reservoir bed starting pressure testing method
CN104237099B (en) Measure the device and method of compact rock core radial penetration rate
CN103558136A (en) System and method for testing rock damage and permeability under coupling effect of temperature stress and circumferential seepage
CN103760085B (en) A kind of test unit and test method thereof measuring multiscale rock permeability
CN105547955A (en) Obstruction testing method for soil permeability under constant flow velocity
CN101587055B (en) Standard test piece based on calibration permeability test
CN106370580B (en) Quick penetration test device suitable for low-permeability medium
CN206223619U (en) A kind of permeability coefficient of cement soil tester
CN104729972A (en) Carbonatite gas and water relative permeability determination method and device
CN105092450A (en) Low-permeability saturated clay permeation testing instrument and method
CN203275179U (en) Multifunctional waterborne polymer colloid performance testing device
CN106872329B (en) Testing device and testing method for measuring liquid permeability of high permeability rock
CN106018239A (en) Method and device for measuring permeability coefficients of stratums at different depths in field
CN102759427A (en) Visualized pressure measuring device for porous media filling structure
CN109612909A (en) Grout transformation Rock And Soil permeance property intelligent measure experimental rig and test method
CN201628707U (en) Device capable of simultaneously measuring hydraulic conductivity of plurality of sample plants
CN105673003B (en) A kind of fine and close oil exploitation physical simulation experiment method
CN203705316U (en) Automatic variable head permeability tester for soil
CN216411012U (en) Simple and convenient porous material permeability testing arrangement
CN113758850B (en) Flexible wall permeameter for realizing temperature-stress integrated control under dry-wet circulation
CN105466834B (en) The measurement apparatus and method of compression ratio adjustable type porous media plane permeability
CN204758452U (en) Hypotonicity saturated clay infiltration apparatus

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant