CN104483229A - Water bursting and mud surging amount monitoring system and test method in underground engineering model test - Google Patents

Water bursting and mud surging amount monitoring system and test method in underground engineering model test Download PDF

Info

Publication number
CN104483229A
CN104483229A CN201410649968.7A CN201410649968A CN104483229A CN 104483229 A CN104483229 A CN 104483229A CN 201410649968 A CN201410649968 A CN 201410649968A CN 104483229 A CN104483229 A CN 104483229A
Authority
CN
China
Prior art keywords
water
mud
gathering
filter screen
monitoring system
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.)
Pending
Application number
CN201410649968.7A
Other languages
Chinese (zh)
Inventor
石少帅
王康
吴静
李术才
李利平
张乾青
许振浩
王旌
卜林
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.)
Shandong University
Original Assignee
Shandong University
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 Shandong University filed Critical Shandong University
Priority to CN201410649968.7A priority Critical patent/CN104483229A/en
Publication of CN104483229A publication Critical patent/CN104483229A/en
Pending legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

The invention discloses a water bursting and mud surging amount monitoring system and a test method in underground engineering model test, a filter screen is fixed on a mud water collecting device, seepage water can pass through the filter screen, and mud cannot pass through the filter screen. A water guide pipe and a water amount collecting device on the mud water collecting device are connected. The mud water collecting device is arranged in a model, and a water amount acquisition instrument at the bottom of the water amount collecting device is connected with a monitoring device outside the model. The water inflow amount in the model test can be recorded in real time by the monitoring device, after a period of time, mud left on the filter screen is shoveled out and weighed, and the mud surging amount can be recorded. The beneficial effects of the water bursting and mud surging amount monitoring system are that: the water bursting and mud surging amount monitoring system has the advantages of simple operation, convenient use and accurate measurement, testing measures of the underground engineering model test can be effectively improved, the reliability of test results can be improved.

Description

Water bursting factor amount monitoring system and test method in underground project model test
Technical field
The present invention relates to a kind of test monitoring system and test method thereof, particularly relate to water bursting factor amount monitoring system and test method in underground project model test.
Background technology
State's groundwater resource enrich, utilize groundwater resource in exploitation, build underground tunnel project or excavation tunnel time, very easily induce extensive, paroxysmal water bursting factor disaster in construction.In Practical Project, water bursting factor be can not ignore often to engineering construction.
Underground project model test carries out analogue simulation to underground works, instructs a kind of effective method and the means of underground engineering design and construction.Underground project model test with similarity theory, Practical Project is become a model according to certain scale smaller according to ratio of similitude, and carry out operating to simulate Practical Project accordingly to model.Chinese scholar has carried out a large amount of seepage action of ground waters and water bursting factor research work, but also there is obvious weakness, when making the basic model of gushing water layer during similar model test, generally using homogeneous material, the laying rock-soil layer simplified, and water bursting factor amount cannot be recorded timely and accurately.
Summary of the invention
Object of the present invention is exactly that provide water bursting factor amount monitoring system and test method in a kind of underground project model test, it can realize the separation of mud, water, the amount of Real-Time Monitoring mud, water in order to solve the problem.
To achieve these goals, the present invention adopts following technical scheme: water bursting factor amount monitoring system in underground project model test, comprises muddy water gathering-device and monitoring device, and described muddy water gathering-device upper surface is provided with filter screen, filter screen adopts 400 mesh filter screens, and mud is not by filter screen.Filter screen is fixed on muddy water gathering-device by fixture.Be provided with aqueduct bottom muddy water gathering-device, the aqueduct other end is connected with water yield gathering-device, and be provided with water flux gather instrument bottom described water yield gathering-device, water flux gather instrument is connected with monitoring device.
Muddy water gathering-device is used for mud to be separated with water, and mud can be stayed on filter screen, and timing takes the amount of mud, and isolated for muddy water gathering-device water imports in water yield gathering-device by aqueduct, by water flux gather instrument, the monitoring device Real-Time Monitoring water yield.
Described muddy water gathering-device matches with test cross dimensions.
The test method step of water bursting factor amount monitoring system in underground project model test is utilized to be:
Step one: fix filter screen by fixture on muddy water gathering-device, infiltration can pass through filter screen, and mud is not by filter screen;
Step 2: the aqueduct on muddy water gathering-device is connected with water yield gathering-device;
Step 3: muddy water gathering-device is loaded model inner, and the water flux gather instrument on water flux gather device is connected with the monitoring device of model outside;
Step 4: the water yield in monitoring device real time record model test, every a period of time, goes out to weigh by the mud shovel stayed on filter screen, and record gushes mud amount.
The invention has the beneficial effects as follows:
1, equipment is simple, cheap, easy to operate.
2, measure accurately, can long term monitoring, effectively can improve the research technique of model test, improve the reliability of test findings.
3, in process of the test, this device can measurement water bursting factor amount promptly and accurately, improves test efficiency.
Accompanying drawing explanation
Fig. 1 is monitoring system figure;
Fig. 2 is muddy water gathering-device;
Fig. 3 is muddy water gathering-device position view;
Fig. 4 is test method step schematic diagram of the present invention.
Wherein, 1. water yield gathering-device, 2. monitoring device, 3. water flux gather instrument, 4. aqueduct, 5. muddy water gathering-device, 6. filter screen, 7. fixture, 8. tunnel model.
Embodiment
Below in conjunction with accompanying drawing and embodiment, the invention will be further described.
As Figure 1-3, water bursting factor amount monitoring system in underground project model test, comprise muddy water gathering-device 5 and monitoring device 2, described muddy water gathering-device 5 upper surface is provided with filter screen 6, bottom is provided with aqueduct 4, aqueduct 4 other end is connected with water yield gathering-device 1, is provided with water flux gather instrument 3 bottom described water yield gathering-device 1, and described water flux gather instrument 3 is connected with monitoring device 2.
Filter screen 6 adopts 400 object filter screens, and water can be allowed to pass through, mud not by.
Filter screen 6 is fixed on muddy water gathering-device 5 by fixture.
Muddy water gathering-device 5 matches with test cross dimensions, can be beneficial to the collection of muddy water.
As shown in Figure 4, the test method step of water bursting factor amount real-time monitoring system in underground project model test is utilized to be:
Step one: fix filter screen 6 on muddy water gathering-device 5, infiltration can pass through filter screen 6, and mud is not by filter screen 6.
Step 2: the aqueduct 4 on muddy water gathering-device 5 is connected with water flux gather device 1.
Step 3: muddy water gathering-device 5 is loaded model inside, and the sensor 3 on water yield gathering-device 5 is connected with the monitoring device 2 of model outside.
Step 4: the water yield in monitoring device 2 real time record model test, every a period of time, goes out to weigh by the mud shovel stayed on filter screen 6, record gushes mud amount.
By reference to the accompanying drawings the specific embodiment of the present invention is described although above-mentioned; but not limiting the scope of the invention; one of ordinary skill in the art should be understood that; on the basis of technical scheme of the present invention, those skilled in the art do not need to pay various amendment or distortion that creative work can make still within protection scope of the present invention.

Claims (5)

1. water bursting factor amount monitoring system in underground project model test, it is characterized in that, comprise muddy water gathering-device and monitoring device, described muddy water gathering-device upper surface is provided with filter screen, bottom is provided with aqueduct, the aqueduct other end is connected with water yield gathering-device, and described water yield gathering-device is provided with water flux gather instrument, and described water flux gather instrument is connected with monitoring device.
2. water bursting factor amount monitoring system in underground project model test as claimed in claim 1, it is characterized in that, described filter screen adopts 400 mesh filter screens.
3. water bursting factor amount monitoring system in underground project model test as claimed in claim 1, it is characterized in that, described filter screen is fixed on muddy water gathering-device by fixture.
4. water bursting factor amount monitoring system in underground project model test as claimed in claim 1, it is characterized in that, described muddy water gathering-device matches with test cross dimensions.
5. the test method of water bursting factor amount monitoring system in underground project model test, is characterized in that, comprise the following steps:
Step one: fix filter screen on muddy water amount gathering-device, infiltration can pass through filter screen, and mud is not by filter screen;
Step 2: the aqueduct on muddy water gathering-device is connected with water yield gathering-device;
Step 3: muddy water gathering-device is loaded model inner, and the water flux gather instrument bottom water yield gathering-device is connected with the monitoring device of model outside;
Step 4: the water yield in monitoring device real time record model test, every a period of time, goes out to weigh by the mud shovel stayed on filter screen, and record gushes mud amount.
CN201410649968.7A 2014-11-14 2014-11-14 Water bursting and mud surging amount monitoring system and test method in underground engineering model test Pending CN104483229A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410649968.7A CN104483229A (en) 2014-11-14 2014-11-14 Water bursting and mud surging amount monitoring system and test method in underground engineering model test

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410649968.7A CN104483229A (en) 2014-11-14 2014-11-14 Water bursting and mud surging amount monitoring system and test method in underground engineering model test

Publications (1)

Publication Number Publication Date
CN104483229A true CN104483229A (en) 2015-04-01

Family

ID=52757798

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410649968.7A Pending CN104483229A (en) 2014-11-14 2014-11-14 Water bursting and mud surging amount monitoring system and test method in underground engineering model test

Country Status (1)

Country Link
CN (1) CN104483229A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107144470A (en) * 2017-05-05 2017-09-08 山东大学 The prominent mud disaster real-time monitoring device of gushing water and operating method in tunnels and underground engineering
CN108196006A (en) * 2017-12-15 2018-06-22 山东大学 A kind of experimental rig and method about tunnel gushing water protrusion-dispelling layer thickness
CN109932295A (en) * 2018-05-09 2019-06-25 河南理工大学 Karst collapse col umn visualizes seepage flow test device

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008032691A (en) * 2006-06-29 2008-02-14 Fuji Electric Systems Co Ltd Water quality monitoring system and method
CN101587030A (en) * 2009-07-03 2009-11-25 河海大学 A kind of method and apparatus of multi-directionally collecting water samples
US7832274B1 (en) * 2007-12-18 2010-11-16 Mercado Edward J System and method for pneumatic scour detection
CN201673072U (en) * 2010-05-06 2010-12-15 南开大学 Lawn rainfall runoff sampling device
CN102980834A (en) * 2012-12-10 2013-03-20 中国科学院武汉岩土力学研究所 Testing device for measuring sludge dewatering characteristics
CN202869855U (en) * 2012-11-16 2013-04-10 陈亿兵 Water taking device
CN203096683U (en) * 2013-02-18 2013-07-31 河海大学 Model test device of embankment project seepage failure development process
CN103821183A (en) * 2012-11-16 2014-05-28 同济大学 Testing apparatus for simulating phenomenon and law of soil heave-piping failure

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008032691A (en) * 2006-06-29 2008-02-14 Fuji Electric Systems Co Ltd Water quality monitoring system and method
US7832274B1 (en) * 2007-12-18 2010-11-16 Mercado Edward J System and method for pneumatic scour detection
CN101587030A (en) * 2009-07-03 2009-11-25 河海大学 A kind of method and apparatus of multi-directionally collecting water samples
CN201673072U (en) * 2010-05-06 2010-12-15 南开大学 Lawn rainfall runoff sampling device
CN202869855U (en) * 2012-11-16 2013-04-10 陈亿兵 Water taking device
CN103821183A (en) * 2012-11-16 2014-05-28 同济大学 Testing apparatus for simulating phenomenon and law of soil heave-piping failure
CN102980834A (en) * 2012-12-10 2013-03-20 中国科学院武汉岩土力学研究所 Testing device for measuring sludge dewatering characteristics
CN203096683U (en) * 2013-02-18 2013-07-31 河海大学 Model test device of embankment project seepage failure development process

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
石少帅: "深长隧道充填型致灾构造渗透失稳突涌水机理与风险控制及工程应用", 《中国博士学位论文全文数据库 工程科技II辑》 *
许振浩 等: "基于层次分析法的岩溶隧道突水突泥风险评估", 《岩土力学》 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107144470A (en) * 2017-05-05 2017-09-08 山东大学 The prominent mud disaster real-time monitoring device of gushing water and operating method in tunnels and underground engineering
CN108196006A (en) * 2017-12-15 2018-06-22 山东大学 A kind of experimental rig and method about tunnel gushing water protrusion-dispelling layer thickness
CN109932295A (en) * 2018-05-09 2019-06-25 河南理工大学 Karst collapse col umn visualizes seepage flow test device

Similar Documents

Publication Publication Date Title
CN103089295B (en) Coal bed gas extraction test method in multiple seam unitized production process
CN103821183B (en) A kind of soil body of simulating is dashed forward and is gushed the test unit of breakoff phenomenon and rule
CN103114870B (en) Multi-field coupling coal bed methane extraction physical simulation testing system
CN103114827B (en) Multi-scenarios method coal bed gas extraction simulation experiment method
CN103089254B (en) Multi-scenarios method coal-bed gas exploitation physical simulation experiment pipe
CN102230375A (en) Method and device for monitoring coal bed gas parameter in real time
CN106192969B (en) One kind is based on the full discharge orifice pressure feeler inspection penetrometer of ball-type and its coefficient of consolidation evaluation method
CN105545325A (en) Synchronous grouting visual simulation testing system and method for quasi-rectangular shield
CN105242028A (en) Model test device of soil mass stratification and sedimentation caused by high building load and underground water pumping and infusing and test method
CN203904966U (en) Rapid water sampling device pressed with cone penetration device
CN201464860U (en) Monitoring device for karst water burst during tunnel excavation
CN105021662B (en) Adopt workplace regimen real-time dynamic monitoring test unit and test method
CN104453982A (en) Simple and convenient goaf bundle pipe gas extraction device and method
CN205317774U (en) Testing system of stratum loss extension in simulation shield tunnel vertical section
CN105527404A (en) Test system and method for simulating ground loss extension in shield tunnel vertical section
CN104034550A (en) Multifunctional slurry shield test system for teaching
CN206573324U (en) Gather runoff plots diverse location and the husky device of different soil depth water
CN104483229A (en) Water bursting and mud surging amount monitoring system and test method in underground engineering model test
CN103176220A (en) Tunnel water pressure model test method
CN105572024B (en) Carbonate rock erosion rate experimental provision under the soil environment of karst
CN202661360U (en) Improved soil water infiltration detecting device
CN204008634U (en) For the portable runoff plots of soil erosion amount monitoring
CN202706006U (en) Multi-depth frozen-earth expansion-freezing sinking-thawing measurement instrument
CN209102579U (en) Based on simple type soil hydraulic conductivity analyzer under core cutter method
CN203337473U (en) Soil pressure sensor mounting and loading test device

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20150401