CN110441275A - The water pumping experiment of vertical grouting curtain defective locations determines system and method - Google Patents

The water pumping experiment of vertical grouting curtain defective locations determines system and method Download PDF

Info

Publication number
CN110441275A
CN110441275A CN201910743881.9A CN201910743881A CN110441275A CN 110441275 A CN110441275 A CN 110441275A CN 201910743881 A CN201910743881 A CN 201910743881A CN 110441275 A CN110441275 A CN 110441275A
Authority
CN
China
Prior art keywords
well
unit
defect
candidate
defective locations
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.)
Granted
Application number
CN201910743881.9A
Other languages
Chinese (zh)
Other versions
CN110441275B (en
Inventor
陈俊
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 Rongzhixin Enterprise Consulting Service Co ltd
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN202010390324.6A priority Critical patent/CN111707648A/en
Priority to CN201910743881.9A priority patent/CN110441275B/en
Priority to CN202010384174.8A priority patent/CN111707647A/en
Publication of CN110441275A publication Critical patent/CN110441275A/en
Application granted granted Critical
Publication of CN110441275B publication Critical patent/CN110441275B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N21/00Investigating or analysing materials by the use of optical means, i.e. using sub-millimetre waves, infrared, visible or ultraviolet light
    • G01N21/62Systems in which the material investigated is excited whereby it emits light or causes a change in wavelength of the incident light
    • G01N21/63Systems in which the material investigated is excited whereby it emits light or causes a change in wavelength of the incident light optically excited
    • G01N21/64Fluorescence; Phosphorescence
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00Testing foundations or foundation structures
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M3/00Investigating fluid-tightness of structures
    • G01M3/02Investigating fluid-tightness of structures by using fluid or vacuum
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M3/00Investigating fluid-tightness of structures
    • G01M3/02Investigating fluid-tightness of structures by using fluid or vacuum
    • G01M3/04Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point
    • G01M3/20Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point using special tracer materials, e.g. dye, fluorescent material, radioactive material

Landscapes

  • General Physics & Mathematics (AREA)
  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Health & Medical Sciences (AREA)
  • Pathology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • General Health & Medical Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Immunology (AREA)
  • Chemical & Material Sciences (AREA)
  • Nuclear Medicine, Radiotherapy & Molecular Imaging (AREA)
  • Biochemistry (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Examining Or Testing Airtightness (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

The invention discloses a kind of water pumping experiments of vertical grouting curtain defective locations to determine system and method, the water pumping experiment determines that system includes defect dipoles module and defect determining module, the defect dipoles module includes detection position generation unit and data processing unit, the data processing unit is connect with defect determining module, the detection position generation unit is for generating experiment detection position, the data processing unit is used to carry out data acquisition to the information of experiment detection position, data analyze sum number it is judged that, the defect determining module includes defect area generation unit and defective locations probe unit, the defect area generation unit is used to generate defect area according to the result of data processing unit, the defective locations probe unit is used for the specific location of detecting defects, detection position generation unit includes pumped well position Generation unit and positioning view well logging generation unit.

Description

The water pumping experiment of vertical grouting curtain defective locations determines system and method
Technical field
The present invention relates to dangerous waste landfill site seepage prevention engineering field, specifically a kind of vertical grouting curtain defective locations draw water It tests and determines system and method.
Background technique
Security landfill field be it is a kind of hazardous waste is placed or storage disposal facility in the soil, the purpose is to burying or The characteristic for changing hazardous waste, cannot recycle its useful constituent suitable for landfill stabilization, cannot recycle its energy Hazardous waste, landfill yard can be divided into isolated form landfill yard, control type landfill yard and stable type landfill yard three basic forms of it, dangerous waste Landfill yard belongs to isolated form landfill yard.The integration objective of full landfill yard is to reach as far as possible to be environmentally isolated with hazardous waste, Landfill yard is frequently with vertical grouting curtain usually in vertical grouting curtain.Vertical grouting curtain is to build sealant in landfill yard Around, mainly using impermeable barrier or aquiclude existing for landfill yard ground beneath, vertical seal layer is constructed thereon, to reach It is controlled in the purpose within landfill yard to by landfill gas and waste percolate, also has and surrounding underground water is prevented to flow into landfill yard Function.But as the long-time of vertical grouting curtain uses, vertical grouting curtain is possible to generate defect, if right not in time The defective locations of vertical grouting curtain are repaired, it is possible to cause outside the gas and waste percolate outflow landfill yard of landfill, Movable undesirable shadow can all be generated to the health of groundwater environment around, neighbouring inhabitation crowd, daily life and production It rings.But the defective locations of vertical grouting curtain can not be quickly and effectively determined in existing technology.
Summary of the invention
The purpose of the present invention is to provide a kind of water pumping experiments of vertical grouting curtain defective locations to determine system and method, To solve the problems of the prior art.
To achieve the above object, the invention provides the following technical scheme:
A kind of water pumping experiment of vertical grouting curtain defective locations determines system, and the water pumping experiment determines that system includes that defect is sentenced Disconnected module and defect determining module, the defect dipoles module includes detecting position generation unit and data processing unit, described Data processing unit is connect with defect determining module, and the detection position generation unit is described for generating experiment detection position Data processing unit be used for experiment detection position information carry out data acquisition, data analysis sum number it is judged that, the defect Determining module includes defect area generation unit and defective locations probe unit, and the defect area generation unit is used for according to number Defect area is generated according to the result of processing unit, the defective locations probe unit is used for the specific location of detecting defects.
In the above-mentioned technical solutions, defect dipoles module is for judging the whether defective position of vertical grouting curtain, when scarce When sunken judgment module judges the vertical grouting curtain defective position, defect determining module determines the tool of vertical grouting curtain Body position.When data processing unit judges that vertical grouting curtain generates defect, defect candidate reference well is found out, defect area is raw Determine that defect area, defective locations probe unit only need to visit in defect area on the basis of defect candidate reference well at unit The specific location for surveying defect, enables defective locations probe unit to be quickly found out the specific location of defect, shortens and detect The duration of defect specific location, improves detection efficient
Preferably, detection position generation unit includes that pumped well position generation unit and positioning view well logging generate list Member, the data processing unit include waterlevel data acquisition unit, waterlevel data comparing unit, tracer content detection unit, Tracer content comparing unit and comprehensive descision unit, pumped well position generation unit are used to generate the best reality of pumped well Position is tested, the positioning view well logging generation unit is used to generate the experimental site of positioning view well logging, and the waterlevel data acquisition is single Member is for acquiring the waterlevel data in positioning view well logging, and the waterlevel data comparing unit is for the water in comparison and location inspection well The size of position pace of change, and choosing two positioning view well loggings according to the size of SEA LEVEL VARIATION speed is the first candidate well, it is described Tracer content detection unit is used to detect the content of fluorescent tracer in pumped well, and the tracer content comparing unit is used for The size of more each fluorescent tracing agent content, and choosing the well logging of two positioning views according to the size of fluorescent tracing agent content is the Two candidate wells, the comprehensive descision unit are sentenced according to the comparison result of waterlevel data comparing unit and tracer content comparing unit Whether disconnected vertical grouting curtain generates defect.
In the above-mentioned technical solutions, phase can be carried out to vertical grouting curtain by generating the best experimental site of pumped well To quickly comprehensive a possibility that checking, reducing missing inspection;When by drawing water SEA LEVEL VARIATION speed and the content of fluorescent tracer this Two aspects improve jointly to judge whether vertical grouting curtain generates defect and judge whether vertical grouting curtain generates defect Accuracy.
Preferably, pumped well position generation unit includes that central point searches unit and central point judgement list Member, the central point search unit and are used to search the central point of determining dangerous waste landfill yard and the central point on seepage proof curtain boundary, institute Central point judging unit is stated for judging that the position between the central point of dangerous waste landfill yard and the central point on seepage proof curtain boundary is closed System, the positioning view well logging generation unit include random generation unit and follow generation unit, and the random generation unit is used for The position of positioning view well logging is generated at random, it is described to follow generation unit raw according to the position of the positioning view well logging generated at random The position logged well at other positioning views.
Preferably, the comprehensive descision unit includes position comparing unit, threshold value comparison unit and defect area Division unit, the threshold value comparison unit include tracer threshold value comparison unit and SEA LEVEL VARIATION threshold speed comparing unit, institute Rheme sets comparing unit and is used for judging whether two the first candidate wells are identical as the position of two the second candidate wells, the tracer Threshold value comparison unit is used to compare the relationship between the difference and tracer content threshold value of two candidate well tracer contents, the water Position pace of change threshold value comparison unit be used for compare two candidate well SEA LEVEL VARIATION speed averages difference and average value threshold value it Between relationship, the defect area division unit marks off specific defect on seepage proof curtain according to the result of threshold value comparison unit Position.
A kind of water pumping experiment of vertical grouting curtain defective locations determines method, and the Experimental Determination Method includes that judgement is No generation defective locations filter out defect candidate reference well, and determine according to defect candidate well if judgement generates defective locations Defective locations;If judging no defective locations, it is good to export the vertical grouting curtain.
Preferably, it is described judge whether generate defective locations the following steps are included:
S11: the position of pumped well is determined:
S111: the central point D of dangerous waste landfill yard and the central point E on seepage proof curtain boundary are determined;
S112: the positional relationship between the central point D of dangerous waste landfill yard and the central point E on seepage proof curtain boundary is judged, according to two The positional relationship of person determines the position of pumped well;By the central point D of dangerous waste landfill yard and the central point on seepage proof curtain boundary it Between determine the position of pumped well, convenient for can more comprehensively cover whether the vertical grouting curtain of detection dangerous waste landfill yard generates Defect
S12: the position of four positioning views well logging is determined;
S13: suction pump draws water from pumped well, primary every 10 minutes within incipient 1 hour to obtain pumped well and determine The waterlevel data of position inspection well obtains the waterlevel data of pumped well and positioning view well logging, until the knot that draws water every half an hour later Beam;
S14: the waterlevel data logged well according to the pumped well of acquisition and positioning view compares the SEA LEVEL VARIATION speed of four positioning view well loggings Degree sorts the average value of SEA LEVEL VARIATION speed by sequence from big to small, and water intaking position pace of change average value sorts the first two Corresponding positioning view well logging is the first No.1 candidate well and the one No. two candidate well;
S15: being separately added into the different fluorescent tracers of four kinds of equivalent into the well logging of four positioning views, and with suction pump from drawing water A certain amount of water is extracted in well, is spaced half an hour, is detected the content of these four fluorescent tracers in pumped well respectively, is then compared Compared with the content size of these four fluorescent tracers, fluorescent tracing agent content is sorted by sequence from big to small, takes fluorescent tracing Agent content sort positioning view corresponding to the first two well logging be the second No.1 candidate well and the 2nd No. two candidate well;
S16: according to the first No.1 candidate well, the one No. two candidate well, the second No.1 candidate well, the 2nd No. two candidate well, judgement Whether the vertical grouting curtain generates defect:
Preferably, the determining defective locations the following steps are included:
S21: using the center of defect candidate reference well as the center of circle, make region circle by radius of R1;
S22: region is round to meet at two o'clock with seepage proof curtain boundary, and the region is round to meet at two o'clock with seepage proof curtain boundary, this two o'clock it Between seepage proof curtain be defect area;
S23: geologic radar detection defect area is used, determines the specific location of seepage proof curtain defect.
In the above-mentioned technical solutions, the defect area where the specific location of defect is first found out on seepage proof curtain, then The specific location of defect is found out in detecting defects region.It first contracts, then uses geologic radar detection again, this method can shorten The higher detection accuracy of the basic guarantee of detection time, not only detection efficient is high, but also is not easy under-enumeration.
Preferably, in the step S2 four positioning views of determination well logging position the following steps are included:
S121: being arbitrarily designated the position of positioning view well logging, if the centre point of positioning view well logging is F;
S122: using the centre point O of pumped well as the center of circle, the distance between centre point F and centre point O are that radius makees setting circle;
S123: centered on the centre point O of pumped well, centre point F and the straight line where centre point O are X-axis, with centre point F and The vertical straight line of straight line where centre point O is Y-axis, establishes rectangular coordinate system;
S124: four intersection points of rectangular coordinate system and setting circle are the position of four positioning views well logging.
In the above-mentioned technical solutions, positioning view well logging is evenly distributed in around pumped well, less because positioning view is logged well Being unevenly distributed influences experiment bring.
Preferably, the method for judging whether the vertical grouting curtain generates defect in the step S16 includes:
Compare the position where the first No.1 candidate well and the position where the second No.1 candidate well,
If the position where the first No.1 candidate well is different from the position where the second No.1 candidate well, the vertical seepage control is judged Curtain does not generate defect;
If the position where the first No.1 candidate well is identical as the position where the second No.1 candidate well, the second No.1 time is calculated The difference m for selecting fluorescent tracing agent content corresponding to well and the 2nd No. two candidate well, difference m and the fluorescence of fluorescent tracing agent content are shown Track agent content threshold value M is compared,
If m > M, judge that the vertical grouting curtain generates defect, and the position where the first No.1 candidate well is defect candidate ginseng Examine well;
If m≤M, the difference v of the SEA LEVEL VARIATION speed average of the first No.1 candidate well and the one No. two candidate well is calculated, it will The difference v of SEA LEVEL VARIATION speed average is compared with SEA LEVEL VARIATION speed average threshold value V,
If v≤V, judge that the vertical grouting curtain does not generate defect;
If v > V, judge that the vertical grouting curtain generates defect, and the position where the first No.1 candidate well is defect candidate ginseng Examine well.
Preferably, the method for the position of determining pumped well includes: in the step S112
If central point D and central point E is overlapped, central point D is the centre point O of pumped well, and using O as the center of circle, brill radius is R1 Well be pumped well;
If central point D and central point E are not overlapped, central point D and central point E is connected, taking the midpoint of two o'clock line is pumped well Centre point O, using O as the center of circle, boring the well that radius is R1 is pumped well.
On the basis of above scheme, the two aspects of SEA LEVEL VARIATION speed and the content of fluorescent tracer when by drawing water Judge whether vertical grouting curtain generates defect jointly, reduces the accidental degree of judging result, improve judging result Accuracy.
Compared with prior art, the beneficial effects of the present invention are: SEA LEVEL VARIATION speed and fluorescence when the present invention is by drawing water The two aspects of the content of tracer judge whether vertical grouting curtain generates defect jointly, reduce the accidental of judging result Degree improves the accuracy of judging result;The present invention is by first determining defect area, then the specific location of detecting defects, In Shorten the higher detection accuracy of basic guarantee of detection time, not only detection efficient is high, but also is not easy under-enumeration.
Detailed description of the invention
Fig. 1 is the modular structure signal that a kind of water pumping experiment of vertical grouting curtain defective locations of the present invention determines system Figure;
Fig. 2 be a kind of water pumping experiment of vertical grouting curtain defective locations of the present invention determine method judge whether generate defective bit The flow diagram set;
Fig. 3 is four positioning view well loggings of determination that a kind of water pumping experiment of vertical grouting curtain defective locations of the present invention determines method Position flow diagram;
Fig. 4 is the process for the determination defective locations that a kind of water pumping experiment of vertical grouting curtain defective locations of the present invention determines method Schematic diagram.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other Embodiment shall fall within the protection scope of the present invention.
Please refer to Fig. 1~4, in the embodiment of the present invention, a kind of water pumping experiment of vertical grouting curtain defective locations determines system System, defect dipoles module include detecting position generation unit and data processing unit, data processing unit and defect determining module Connection, detection position generation unit are used for the letter to experiment detection position for generating experiment detection position, data processing unit Breath carry out data acquisition, data analysis sum number it is judged that, defect determining module includes defect area generation unit and defective locations Probe unit, defect area generation unit are used to generate defect area, defective locations detection according to the result of data processing unit Unit is used for the specific location of detecting defects.Defect dipoles module for judging the whether defective position of vertical grouting curtain, when When defect dipoles module judges the vertical grouting curtain defective position, defect determining module determines vertical grouting curtain Specific location.When data processing unit judges that vertical grouting curtain generates defect, defect candidate reference well, defect area are found out Generation unit determines that defect area, defective locations probe unit are only needed in defect area on the basis of defect candidate reference well The specific location of detecting defects enables defective locations probe unit to be quickly found out the specific location of defect, shortens detection To the duration of defect specific location, detection efficient is improved
Detection position generation unit includes pumped well position generation unit and positioning view well logging generation unit, data processing unit packet Include waterlevel data acquisition unit, waterlevel data comparing unit, tracer content detection unit, tracer content comparing unit and comprehensive Judging unit is closed, pumped well position generation unit is used to generate the best experimental site of pumped well, positioning view well logging generation unit For generating the experimental site of positioning view well logging, waterlevel data acquisition unit is used to acquire the waterlevel data in positioning view well logging, Size of the waterlevel data comparing unit for the SEA LEVEL VARIATION speed in comparison and location inspection well, and according to SEA LEVEL VARIATION speed It is the first candidate well that size, which chooses two positioning view well loggings, and tracer content detection unit is for detecting fluorescent tracing in pumped well The content of agent, tracer content comparing unit are used for the size of more each fluorescent tracing agent content, and according to fluorescent tracer It is the second candidate well that the size of content, which chooses two positioning view well loggings, and comprehensive descision unit is according to waterlevel data comparing unit and shows The comparison result of track agent content comparing unit judges whether vertical grouting curtain generates defect.By the best reality for generating pumped well Test a possibility that position can carry out relatively rapid comprehensive inspection, reduce missing inspection to vertical grouting curtain;Water when by drawing water Position pace of change and the content of fluorescent tracer the two aspects judge whether vertical grouting curtain generates defect jointly, improve Judge whether vertical grouting curtain generates the accuracy of defect.
Pumped well position generation unit includes that central point searches unit and central point judging unit, and central point is searched unit and used In the central point for searching the central point and seepage proof curtain boundary that determine dangerous waste landfill yard, central point judging unit is for judging dangerous waste Positional relationship between the central point of landfill yard and the central point on seepage proof curtain boundary, positioning view log well generation unit including random Generation unit and follow generation unit, random generation unit follows generation for generating the position of positioning view well logging at random Unit generates the position of other positioning views well logging according to the position of the positioning view well logging generated at random.
Comprehensive descision unit includes position comparing unit, threshold value comparison unit and defect area division unit, threshold value comparison Unit includes tracer threshold value comparison unit and SEA LEVEL VARIATION threshold speed comparing unit, and position comparing unit is for judging two Whether the first candidate well is identical as the position of two the second candidate wells, and tracer threshold value comparison unit is for comparing two candidate wells Relationship between the difference and tracer content threshold value of tracer content, SEA LEVEL VARIATION threshold speed comparing unit is for comparing two Relationship between the difference and average value threshold value of candidate well SEA LEVEL VARIATION speed average, defect area division unit is according to threshold value ratio Specific defective locations on seepage proof curtain are marked off compared with the result of unit.
A kind of water pumping experiment of vertical grouting curtain defective locations determines method, and Experimental Determination Method comprises determining whether to produce Raw defective locations filter out defect candidate reference well, and determine defect according to defect candidate well if judgement generates defective locations Position;If judging no defective locations, it is good to export the vertical grouting curtain.
Judge whether generate defective locations the following steps are included:
S11: pumped well position generation unit determines the position of pumped well:
S111: central point searches unit and determines the central point D of dangerous waste landfill yard and the central point E on seepage proof curtain boundary;
S112: central point judging unit judges the position between the central point D of dangerous waste landfill yard and the central point E on seepage proof curtain boundary Relationship is set, the position of pumped well is determined according to the positional relationship of the two;
S12: positioning view well logging generation unit determines the position of four positioning views well logging:
S121: random generation unit is arbitrarily designated the position of positioning view well logging, if the centre point of positioning view well logging is F;
S122: following generation unit using the centre point O of pumped well as the center of circle, and the distance between centre point F and centre point O are radius Make setting circle;
S123: centered on the centre point O of pumped well, centre point F and the straight line where centre point O are X-axis, with centre point F and The vertical straight line of straight line where centre point O is Y-axis, establishes rectangular coordinate system;
S124: four intersection points of rectangular coordinate system and setting circle are the position of four positioning views well logging
S13: suction pump draws water from pumped well, and waterlevel data acquisition unit is within incipient 1 hour every 10 minutes one The secondary waterlevel data for obtaining pumped well and positioning view well logging, obtains the water level of pumped well and positioning view well logging every half an hour later Data terminate until drawing water;
S14: the waterlevel data logged well according to the pumped well of acquisition and positioning view, waterlevel data comparing unit compare four positioning views The SEA LEVEL VARIATION speed of well logging sorts the average value of SEA LEVEL VARIATION speed by sequence from big to small, position pace of change of fetching water Average value sort positioning view corresponding to the first two well logging be the first No.1 candidate well and the one No. two candidate well;
S15: being separately added into the different fluorescent tracers of four kinds of equivalent into the well logging of four positioning views, and with suction pump from drawing water A certain amount of water is extracted in well, is spaced half an hour, and tracer content detection unit detects these four fluorescence in pumped well respectively The content of tracer, tracer content comparing unit compare the content size of these four fluorescent tracers, fluorescent tracer are contained Amount by from big to small sequence sequence, take fluorescent tracing agent content sort positioning view corresponding to the first two well logging be the second No.1 Candidate well and the 2nd No. two candidate well;
S16: comprehensive descision unit is according to the first No.1 candidate well, the one No. two candidate well, the second No.1 candidate well, the 2nd No. two Candidate well, judges whether the vertical grouting curtain generates defect:
Position comparing unit compares the position where the first No.1 candidate well and the position where the second No.1 candidate well,
If the position where position comparing unit judges the first No.1 candidate well is different from the position where the second No.1 candidate well, Then judge that the vertical grouting curtain does not generate defect;
If the position where position comparing unit judges the first No.1 candidate well is identical as the position where the second No.1 candidate well, Then calculate the difference m of fluorescent tracing agent content corresponding to the second No.1 candidate well and the 2nd No. two candidate well, tracer threshold value ratio The difference m of fluorescent tracing agent content is compared with fluorescent tracing agent content threshold value M compared with unit,
If tracer threshold value comparison unit judges m > M, judge that the vertical grouting curtain generates defect, and the first No.1 candidate well The position at place is defect candidate reference well, and then defect area division unit is using the center of defect candidate reference well as the center of circle, Make region circle by radius of R1, region is round to meet at two o'clock with seepage proof curtain boundary, and the region is round to meet at two with seepage proof curtain boundary Point, the seepage proof curtain between this two o'clock is defect area, finally uses geologic radar detection defect area, determines seepage proof curtain The specific location of defect;
If tracer threshold value comparison unit judges m≤M, the water level for calculating the first No.1 candidate well and the one No. two candidate well becomes Change the difference v of speed average, SEA LEVEL VARIATION threshold speed comparing unit becomes the difference v of SEA LEVEL VARIATION speed average and water level Change speed average threshold value V to be compared,
If SEA LEVEL VARIATION threshold speed comparing unit judges v≤V, judge that the vertical grouting curtain does not generate defect,
If SEA LEVEL VARIATION threshold speed comparing unit judges v > V, judge that the vertical grouting curtain generates defect, and the first No.1 Position where candidate well is defect candidate reference well, and then defect area division unit is with the center of defect candidate reference well Region circle is made by radius of R1 in the center of circle, and region is round to meet at two o'clock with seepage proof curtain boundary, and the region is round to hand over seepage proof curtain boundary Seepage proof curtain between two o'clock, this two o'clock is defect area, finally uses geologic radar detection defect area, determines antiseepage The specific location of curtain defect.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.

Claims (10)

1. a kind of water pumping experiment of vertical grouting curtain defective locations determines system, it is characterised in that: the water pumping experiment determines System includes defect dipoles module and defect determining module, and the defect dipoles module includes detection position generation unit and data Processing unit, the data processing unit are connect with defect determining module, and the detection position generation unit is for generating experiment Position is detected, the data processing unit is used to carry out the information of experiment detection position data acquisition, data analysis and data Judgement, the defect determining module include defect area generation unit and defective locations probe unit, and the defect area generates Unit is used to generate defect area according to the result of data processing unit, and the defective locations probe unit is for detecting defects Specific location.
2. a kind of water pumping experiment of vertical grouting curtain defective locations according to claim 1 determines that system, feature exist In: detection position generation unit include pumped well position generation unit and positioning view well logging generation unit, at the data Reason unit includes that waterlevel data acquisition unit, waterlevel data comparing unit, tracer content detection unit, tracer content compare Unit and comprehensive descision unit, pumped well position generation unit is used to generate the best experimental site of pumped well, described fixed Position inspection well generation unit is used to generate the experimental site of positioning view well logging, and the waterlevel data acquisition unit is for acquiring positioning Waterlevel data in inspection well, the waterlevel data comparing unit are big for the SEA LEVEL VARIATION speed in comparison and location inspection well It is small, and choosing two positioning view well loggings according to the size of SEA LEVEL VARIATION speed is the first candidate well, the tracer content detection Unit is used to detect the content of fluorescent tracer in pumped well, and the tracer content comparing unit shows for more each fluorescence The size of track agent content, and choosing two positioning view well loggings according to the size of fluorescent tracing agent content is the second candidate well, it is described Comprehensive descision unit judges vertical seepage control curtain according to the comparison result of waterlevel data comparing unit and tracer content comparing unit Whether curtain generates defect.
3. a kind of water pumping experiment of vertical grouting curtain defective locations according to claim 2 determines that system, feature exist In: pumped well position generation unit includes that central point searches unit and central point judging unit, and the central point is searched single Member is used for for searching the central point of determining dangerous waste landfill yard and the central point on seepage proof curtain boundary, the central point judging unit Judge the positional relationship between the central point of dangerous waste landfill yard and the central point on seepage proof curtain boundary, the positioning view well logging generates Unit includes random generation unit and follows generation unit, and the random generation unit for generating a positioning view well logging at random Position, it is described follow generation unit according to generate at random positioning view well logging position generate other positioning views well logging position It sets.
4. a kind of water pumping experiment of vertical grouting curtain defective locations according to claim 2 determines that system, feature exist In: the comprehensive descision unit includes position comparing unit, threshold value comparison unit and defect area division unit, the threshold value ratio It include tracer threshold value comparison unit and SEA LEVEL VARIATION threshold speed comparing unit compared with unit, the position comparing unit is for sentencing Whether disconnected two the first candidate wells are identical as the position of two the second candidate wells, and the tracer threshold value comparison unit is for comparing Relationship between the difference and tracer content threshold value of two candidate well tracer contents, the SEA LEVEL VARIATION threshold speed are more single Relationship between difference and average value threshold value of the member for comparing two candidate well SEA LEVEL VARIATION speed averages, the defect area Division unit marks off specific defective locations on seepage proof curtain according to the result of threshold value comparison unit.
5. a kind of water pumping experiment of vertical grouting curtain defective locations determines method, it is characterised in that: the Experimental Determination Method It comprises determining whether to generate defective locations, if judgement generates defective locations, filters out defect candidate reference well, and according to defect Candidate well determines defective locations;If judging no defective locations, it is good to export the vertical grouting curtain.
6. a kind of water pumping experiment of vertical grouting curtain defective locations according to claim 5 determines that method, feature exist In: it is described judge whether generate defective locations the following steps are included:
S11: the position of pumped well is determined:
S111: the central point D of dangerous waste landfill yard and the central point E on seepage proof curtain boundary are determined;
S112: the positional relationship between the central point D of dangerous waste landfill yard and the central point E on seepage proof curtain boundary is judged, according to two The positional relationship of person determines the position of pumped well;
S12: the position of four positioning views well logging is determined;
S13: suction pump draws water from pumped well, primary every 10 minutes within incipient 1 hour to obtain pumped well and determine The waterlevel data of position inspection well obtains the waterlevel data of pumped well and positioning view well logging, until the knot that draws water every half an hour later Beam;
S14: the waterlevel data logged well according to the pumped well of acquisition and positioning view compares the SEA LEVEL VARIATION speed of four positioning view well loggings Degree sorts the average value of SEA LEVEL VARIATION speed by sequence from big to small, and water intaking position pace of change average value sorts the first two Corresponding positioning view well logging is the first No.1 candidate well and the one No. two candidate well;
S15: being separately added into the different fluorescent tracers of four kinds of equivalent into the well logging of four positioning views, and with suction pump from drawing water A certain amount of water is extracted in well, is spaced half an hour, is detected the content of these four fluorescent tracers in pumped well respectively, is then compared Compared with the content size of these four fluorescent tracers, fluorescent tracing agent content is sorted by sequence from big to small, takes fluorescent tracing Agent content sort positioning view corresponding to the first two well logging be the second No.1 candidate well and the 2nd No. two candidate well;
S16: according to the first No.1 candidate well, the one No. two candidate well, the second No.1 candidate well, the 2nd No. two candidate well, judgement Whether the vertical grouting curtain generates defect.
7. a kind of water pumping experiment of vertical grouting curtain defective locations according to claim 5 determines that method, feature exist In: determining defective locations the following steps are included:
S21: using the center of defect candidate reference well as the center of circle, make region circle by radius of R1;
S22: region is round to meet at two o'clock with seepage proof curtain boundary, and the region is round to meet at two o'clock with seepage proof curtain boundary, this two o'clock it Between seepage proof curtain be defect area;
S23: geologic radar detection defect area is used, determines the specific location of seepage proof curtain defect.
8. a kind of water pumping experiment of vertical grouting curtain defective locations according to claim 6 determines that method, feature exist In the position of: four positioning views of determination in step S2 well logging the following steps are included:
S121: being arbitrarily designated the position of positioning view well logging, if the centre point of positioning view well logging is F;
S122: using the centre point O of pumped well as the center of circle, the distance between centre point F and centre point O are that radius makees setting circle;
S123: centered on the centre point O of pumped well, centre point F and the straight line where centre point O are X-axis, with centre point F and The vertical straight line of straight line where centre point O is Y-axis, establishes rectangular coordinate system;
S124: four intersection points of rectangular coordinate system and setting circle are the position of four positioning views well logging.
9. a kind of water pumping experiment of vertical grouting curtain defective locations according to claim 6 determines that method, feature exist In: the method for judging whether the vertical grouting curtain generates defect in the step S16 includes:
Position comparing unit compares the position where the first No.1 candidate well and the position where the second No.1 candidate well,
If the position where the first No.1 candidate well is different from the position where the second No.1 candidate well, the vertical seepage control is judged Curtain does not generate defect, then it is good to export the vertical grouting curtain;
If the position where the first No.1 candidate well is identical as the position where the second No.1 candidate well, the second No.1 time is calculated The difference m for selecting fluorescent tracing agent content corresponding to well and the 2nd No. two candidate well, difference m and the fluorescence of fluorescent tracing agent content are shown Track agent content threshold value M is compared,
If m > M, judge that the vertical grouting curtain generates defect, and the position where the first No.1 candidate well is defect candidate ginseng Examine well;
If m≤M, the difference v of the SEA LEVEL VARIATION speed average of the first No.1 candidate well and the one No. two candidate well is calculated, it will The difference v of SEA LEVEL VARIATION speed average is compared with SEA LEVEL VARIATION speed average threshold value V,
If v≤V, judge that the vertical grouting curtain does not generate defect,
If v > V, judge that the vertical grouting curtain generates defect, and the position where the first No.1 candidate well is defect candidate ginseng Examine well.
10. a kind of water pumping experiment of vertical grouting curtain defective locations according to claim 5 determines that method, feature exist In: the method that the position of pumped well is determined in the step S112 includes:
If central point D and central point E is overlapped, central point D is the centre point O of pumped well, and using O as the center of circle, brill radius is R1 Well be pumped well;
If central point D and central point E are not overlapped, central point D and central point E is connected, taking the midpoint of two o'clock line is pumped well Centre point O, using O as the center of circle, boring the well that radius is R1 is pumped well.
CN201910743881.9A 2019-08-13 2019-08-13 System and method for determining defect position of vertical impervious curtain in water pumping experiment Active CN110441275B (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
CN202010390324.6A CN111707648A (en) 2019-08-13 2019-08-13 System for determining water pumping experiment of defect position of vertical impervious curtain of hazardous waste landfill
CN201910743881.9A CN110441275B (en) 2019-08-13 2019-08-13 System and method for determining defect position of vertical impervious curtain in water pumping experiment
CN202010384174.8A CN111707647A (en) 2019-08-13 2019-08-13 Method for determining defect position of vertical impervious curtain of hazardous waste landfill site through water pumping experiment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910743881.9A CN110441275B (en) 2019-08-13 2019-08-13 System and method for determining defect position of vertical impervious curtain in water pumping experiment

Related Child Applications (2)

Application Number Title Priority Date Filing Date
CN202010390324.6A Division CN111707648A (en) 2019-08-13 2019-08-13 System for determining water pumping experiment of defect position of vertical impervious curtain of hazardous waste landfill
CN202010384174.8A Division CN111707647A (en) 2019-08-13 2019-08-13 Method for determining defect position of vertical impervious curtain of hazardous waste landfill site through water pumping experiment

Publications (2)

Publication Number Publication Date
CN110441275A true CN110441275A (en) 2019-11-12
CN110441275B CN110441275B (en) 2020-05-15

Family

ID=68435050

Family Applications (3)

Application Number Title Priority Date Filing Date
CN201910743881.9A Active CN110441275B (en) 2019-08-13 2019-08-13 System and method for determining defect position of vertical impervious curtain in water pumping experiment
CN202010390324.6A Withdrawn CN111707648A (en) 2019-08-13 2019-08-13 System for determining water pumping experiment of defect position of vertical impervious curtain of hazardous waste landfill
CN202010384174.8A Withdrawn CN111707647A (en) 2019-08-13 2019-08-13 Method for determining defect position of vertical impervious curtain of hazardous waste landfill site through water pumping experiment

Family Applications After (2)

Application Number Title Priority Date Filing Date
CN202010390324.6A Withdrawn CN111707648A (en) 2019-08-13 2019-08-13 System for determining water pumping experiment of defect position of vertical impervious curtain of hazardous waste landfill
CN202010384174.8A Withdrawn CN111707647A (en) 2019-08-13 2019-08-13 Method for determining defect position of vertical impervious curtain of hazardous waste landfill site through water pumping experiment

Country Status (1)

Country Link
CN (3) CN110441275B (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0274786A (en) * 1988-09-09 1990-03-14 Shimizu Corp Constructing method for pumping test well
WO2004085319A1 (en) * 2003-03-21 2004-10-07 Subsurface Technologies, Inc. Apparatus, method and system of treatment of arsenic and other impurities in ground water
CN202041494U (en) * 2010-12-31 2011-11-16 山东工商学院 Landfill leak detection data acquiring system
KR101086396B1 (en) * 2011-06-14 2011-11-23 (주)대우건설 Testing system of similarities of concrete pumping
CN104615820A (en) * 2015-01-29 2015-05-13 南京南瑞集团公司 Flow field analysis method for earth and rockfill dam seepage flow monitoring and calculation
CN107860528A (en) * 2017-10-16 2018-03-30 中国环境科学研究院 Fill field isolating membrane blowby area block detection method and device

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0274786A (en) * 1988-09-09 1990-03-14 Shimizu Corp Constructing method for pumping test well
WO2004085319A1 (en) * 2003-03-21 2004-10-07 Subsurface Technologies, Inc. Apparatus, method and system of treatment of arsenic and other impurities in ground water
CN202041494U (en) * 2010-12-31 2011-11-16 山东工商学院 Landfill leak detection data acquiring system
KR101086396B1 (en) * 2011-06-14 2011-11-23 (주)대우건설 Testing system of similarities of concrete pumping
CN104615820A (en) * 2015-01-29 2015-05-13 南京南瑞集团公司 Flow field analysis method for earth and rockfill dam seepage flow monitoring and calculation
CN107860528A (en) * 2017-10-16 2018-03-30 中国环境科学研究院 Fill field isolating membrane blowby area block detection method and device

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
TAO LIU ET AL.: "Experimental Study of Leakage Monitoring of DiaphragmWalls Based on Distributed Optical Fiber Temperature Measurement Technology", 《SENSORS》 *
宋兵 等: "局部抽水试验在止水帷幕止水效果评价中的应用", 《资源环境与工程》 *
张焕智 等: "实验抽水数据相关分析系统设计与应用", 《工程勘察》 *

Also Published As

Publication number Publication date
CN111707647A (en) 2020-09-25
CN110441275B (en) 2020-05-15
CN111707648A (en) 2020-09-25

Similar Documents

Publication Publication Date Title
CN101661497B (en) Remote sensing land use change detection method and system thereof
CN112485823B (en) High-efficiency comprehensive advanced geological prediction method
CN106526675A (en) Automatic extraction method for fault space parameter
CN109447026A (en) A kind of pile body integrity classification automatic identifying method based on support vector machines
CN104597518B (en) Method for determining favorable area of sea area oil and gas exploration
CN113818929A (en) Mine underground water dynamic monitoring system, control method and application
CN116465454A (en) Environment influence evaluation method based on carbon sequestration 'sky-earth-well' three-dimensional monitoring
CN104632186B (en) Secondary kill-job parameter detecting processing method and processing device after kill-job failure
Guanghui et al. Hydrogeological characteristics of foot caves in a karst peak-forest plain in South China
CN110441275A (en) The water pumping experiment of vertical grouting curtain defective locations determines system and method
CN103866675A (en) Automatic non-destructive identification method for track destructed position
CN115933003A (en) Method for acquiring underground water pollution condition of flat terrain refuse landfill
CN112211666B (en) Coal face blind area distinguishing method
Raiber et al. Assessment of the influence of geological structures on aquifer connectivity in the Pilliga Forest area, NSW–an integrated hydrogeological, geophysical, hydrochemical and environmental tracer approach. Canberra
CN110055986B (en) Classification classification and multi-objective optimization method for determining foundation pit confined water control scheme
CN108387948B (en) Method and device for positioning water danger source area of coal seam floor
CN103218814A (en) Self-adoption water submerging optimization segmentation method for defects in radiographic inspection
CN111553009A (en) Underground diaphragm wall permeability evaluation method for subway engineering based on sonar method
CN107390290B (en) The fast appraisement method of stratum dissolution leakage passage rich in glauberite
CN113406711B (en) Method for circling uranium-bearing ore-forming beneficial zone based on radon-active uranium comprehensive index
CN116183123A (en) Leakage point and external pollution area detection method for seepage prevention system of operated solid waste landfill
CN114595497B (en) Intelligent detection method and system for hidden karst cave
CN110308488A (en) Determine the method and system of cavern filling degree
CN115127033A (en) Gas pipe network leakage detection method
CN113981938A (en) Method for preventing road surface from sinking in construction of karst mountain urban underground engineering

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
CB03 Change of inventor or designer information

Inventor after: Zhang Yanan

Inventor after: Chen Jun

Inventor before: Chen Jun

CB03 Change of inventor or designer information
TA01 Transfer of patent application right

Effective date of registration: 20200410

Address after: 325600 Sunshine Building, No. 459 Shuangyan Road, Yueqing City, Wenzhou City, Zhejiang Province, 13-502

Applicant after: Yueqing Ruiyi Economic Information Consulting Co.,Ltd.

Address before: 215000 Zhongyuan Road ink garden 5-303, Suzhou Industrial Park, Suzhou City, Jiangsu Province

Applicant before: Chen Jun

TA01 Transfer of patent application right
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20211203

Address after: 256599 No. 166, Chemical Road, boxing Economic Development Zone, Boxing County, Binzhou City, Shandong Province

Patentee after: Shandong rongzhixin Enterprise Consulting Service Co.,Ltd.

Address before: 325600 Sunshine Building, No. 459 Shuangyan Road, Yueqing City, Wenzhou City, Zhejiang Province, 13-502

Patentee before: Yueqing Ruiyi Economic Information Consulting Co.,Ltd.

TR01 Transfer of patent right