CN104596737A - Underground water level dynamic simulation test method based on underground water dynamic simulation test platform - Google Patents
Underground water level dynamic simulation test method based on underground water dynamic simulation test platform Download PDFInfo
- Publication number
- CN104596737A CN104596737A CN201510081385.3A CN201510081385A CN104596737A CN 104596737 A CN104596737 A CN 104596737A CN 201510081385 A CN201510081385 A CN 201510081385A CN 104596737 A CN104596737 A CN 104596737A
- Authority
- CN
- China
- Prior art keywords
- type shell
- water
- box
- pipe
- described box
- 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
Links
Landscapes
- Sampling And Sample Adjustment (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
The invention relates to an underground water level dynamic simulation test method based on an underground water dynamic simulation test platform. The underground water level dynamic simulation test method comprises the following specific steps of firstly, arranging the underground dynamic simulation test platform; secondly, filling water-bearing stratum media for simulating typical hydrogeologic units in the underground water dynamic simulation test platform; and finally, performing an underground water level dynamic simulation test on the underground dynamic simulation test platform. By the underground water level dynamic simulation test method based on the underground water dynamic simulation test platform, the fidelity of the simulation test is improved, the cost of the simulation test is reduced, a reliable test foundation is provided for research tests on repairing technologies such as an in-situ aeration technology for underground water, an in-situ chemical oxidation technology, an in-situ bioremediation technology, a permeable reaction wall technology and a soil in-situ drip washing repair technology, and the universality of a simulation device is improved.
Description
Technical field
The present invention relates to a kind of environmental hydrogeology analogue means and analogue experiment method, specifically a kind of DYNAMIC MODELING OF GROUNDWATER experimental technique based on groundwater dynamic simulation experiment platform.
Background technology
Groundwater resource occupy very important status in China's water resource, play irreplaceable effect safeguarding in ecological environment security and economic society sound development etc.But, along with socio-economic development, the sanitary wastewater refuse, industrial waste water refuse, agriculture pollutants etc. of a large amount of unreasonable discharge, and the unordered exploitation of underground water, a large amount of pollutant is caused to enter groundwater environment, cause aerated zone soil and groundwater contamination further serious, cause groundwater environment pollution problem day by day complicated.
Groundwater contamination is the Tough questions that China faces, and controlling and repairing groundwater contamination is one of important process of water conservation.Unsaturated soil structure is complicated, pollutant is by the effects such as current extremely slowly downward Transport And Transformation, therefore aeration zone is passage of contaminants, also be pollutant storage area, cause pollutant to enter water-bearing zone, and it is all relatively slower to move in water-bearing zone, pollutes and occurs gradually often, after finding groundwater contamination, determine that pollution source also can not show a candle to surface water so easy.Therefore, for many years, numerous researcher constantly carries out the scientific research of groundwater contamination control, and explore this type of problem in science and must rely on corresponding simulated groundwater environmental experiment device, groundwater dynamic analogue means therefore reasonable in design becomes is engaged in groundwater contamination repairing research hot issue.
Research finds, there is following shortcoming in current underground water physical simulating device: first, functionally see that existing analogue means is mostly unilateral for aeration zone or water-bearing zone, lack the organic assembling device of aeration zone and zone of saturation two aspect analog functuion, thus lack pollutant and enter zone of saturation by way of analog monitoring function from aeration zone, contaminant transportation conversion process can not be caught from whole circulation process, cause analogue means to lack globality; Next, field original position carries out experiment and data acquisition is often difficult to realize.
Summary of the invention
Object of the present invention is just to provide a kind of DYNAMIC MODELING OF GROUNDWATER experimental technique based on groundwater dynamic simulation experiment platform, with the problem that the simulated experiment fidelity solving existing analogue means is low and simulated experiment cost is high.
The present invention is achieved in that a kind of DYNAMIC MODELING OF GROUNDWATER experimental technique based on groundwater dynamic simulation experiment platform, groundwater dynamic simulation experiment platform is first set, in described groundwater dynamic simulation experiment platform, be packed into the anaerobic condition of simulating typical hydrogeologic element again, finally on described groundwater dynamic simulation experiment platform, carry out DYNAMIC MODELING OF GROUNDWATER experiment.
Described groundwater dynamic simulation experiment platform comprises dynamic analog device, aerator, simulation drench with rain device and middle control computer.
The main body of described dynamic analog device is rectangular box-type shell, and described box-type shell adopts poly (methyl methacrylate) plate to process, and peripheral employing stainless steel square tube is reinforced and supported; In the front panel of described box-type shell and the inner side of squab panel, the spacing of 100mm is provided with some upright spill draw-in grooves, the lower edge of described draw-in groove contacts with the base plate of described box-type shell, the upper edge of described draw-in groove and the suitable for reading concordant of described box-type shell; The porous water dispensing board of a grafting rectangle between two described draw-in grooves that the front panel of described box-type shell is relative with the position on squab panel, the plate face of described porous water dispensing board is densely covered with the overcurrent eyelet that aperture is 2mm, the lower edge of described porous water dispensing board contacts with the base plate of described box-type shell, the upper edge of described porous water dispensing board and the suitable for reading mutually concordant of described box-type shell;
The end side wallboard of described box-type shell is connected to some water inlets that layering is arranged, the sidewall paneling of the other end of described box-type shell is connected to some water delivering orifices that layering is arranged, described water inlet and described water delivering orifice are made by the plexi-glass tubular that aperture is 8mm, in matrix distribution on the sidewall paneling of described box-type shell;
What the front panel and squab panel of described box-type shell be respectively arranged with some layerings arrange is the thief hatch that 8mm plexi-glass tubular is made by aperture, described thief hatch is distributed on front panel corresponding to the separated each sample space of described porous water dispensing board or squab panel, each described thief hatch is provided with sampler or is sealed with sealing plug, the front panel of described box-type shell and the two ends of rear wall be respectively arranged with in longitudinal arrangement one to arrange by aperture be the overflow vent that 8mm plexi-glass tubular is made, at described overflow vent place, sampler is installed or is sealed with the run-down pipe being connected to band operation valve,
The base plate of described box-type shell has some draining mudholes, each draining mudhole is connected to a draining discharge pipeline, the pvc pipe of the effective diameter 40mm of described draining spoil disposal is made, stainless steel gauze is sealed with at the inner orifice place of described draining mudhole, described draining discharge pipeline is connected to draining spoil disposal operation valve, and the lower end of all described draining discharge pipelines is received on a draining spoil disposal house steward altogether;
Be provided with chassis in the bottom shelf of described box-type shell, described chassis is connected by some caster support; A collapsible rectangular hanger is respectively connected at the two ends on described chassis, adjustable for height water tank laid by described suspension bracket, a described water tank is connected on the described water inlet of described box-type shell by connecting pipeline, and water tank described in another is connected on the described water delivering orifice of described box-type shell by connecting pipeline; Described connecting pipeline is separately installed with solenoid valve and flowmeter, and the data line on described flowmeter is connected on described middle control computer;
In described box-type shell by the anaerobic condition be filled with in the separated each sample space of described porous water dispensing board for simulating typical hydrogeologic element, monitoring/medicine feeding hole pipe that some pvc pipes being 20mm by caliber are uprightly made is plugged with respectively in each sample space, the bottom of described monitoring/medicine feeding hole pipe contacts with the base plate of described box-type shell, the top of described monitoring/medicine feeding hole pipe and the suitable for reading mutually concordant of described box-type shell; On the tube wall of described monitoring/medicine feeding hole pipe, circumferentially symmetry has four row apertures is the eyelet of 2mm, and often the distance between the upper and lower of row eyelet is 10mm, is enclosed with stainless steel gauze in the outside of described monitoring/medicine feeding hole pipe; Described monitoring/medicine feeding hole pipe inserts wherein for the monitoring probe of on-Line Monitor Device, described monitoring probe is one or several in water quality monitoring probe, water level monitoring probe, pH monitoring probe, oxidation-reduction potential monitoring probe, monitored conductivity probe, temperature monitoring probe and dissolved oxygen DO monitoring probe, the data line of described monitoring probe is connected on described middle control computer, to transmit and to process gathered experiment detection signal.
The suitable for reading of described box-type shell is provided with the gland bonnet that can start or fasten.
Described aerator comprises air supply header, gas-distribution pipe and aeration tube; Described aeration tube has double pore vertically on the pvc pipe that caliber is 10mm, and the aperture of each pore is 1mm, and the pitch-row of every vent port is 5mm, and the center of circle angle of two vent ports is 45 °; Described aeration tube be horizontally set in described box-type shell by the bottom in the separated each sample space of described porous water dispensing board, one end of described aeration tube is connected on the described gas-distribution pipe that is plugged in described box-type shell in each sample space, the upper end of described gas-distribution pipe is connected on the described air supply header that is arranged at above described box-type shell, gas-distribution pipe described in every root is equipped with aeration control valve, described air supply header, by fan blower or high-pressure nitrogen bottle air feed, forms aeration by regulating and controlling described aeration control valve.
Described rainfall simulator comprises water main, sparge pipe, coiled pipe and shower, described shower comprises a distributive pipe and the some showers be vertically connected on described distributive pipe, the pvc pipe of described shower to be caliber be 10mm, shower has double draining hole vertically, the aperture in each water hole is 1mm, the pitch-row of every osculum is 5mm, and the center of circle angle of two osculums is 45 °; Described shower is divided into some groups, be horizontally set on the top of described box-type shell, often organize described shower is connected to described sparge pipe lower end by described coiled pipe, the upper end of the described sparge pipe of each group is received on described water main altogether, and sparge pipe described in every root is equipped with the operation valve that drenches with rain; Described water main is supplied water by water pump or running water pipe, forms rainfall simulation by the operation valve that drenches with rain described in regulating and controlling.
The packing method of simulating the anaerobic condition of typical hydrogeologic element is, from aeration zone and the anaerobic condition layering collection pedotheque of the studied basin geologic section determined, again 50-200 object refinements and dry process are carried out respectively to pedotheque, finally by the geologic structure relation of the pedotheque on the corresponding geographic position that processed according to studied basin, successively evenly insert in all samples space in described box-type shell, the laying depth of the pedotheque of the same anaerobic condition layer inserted in each sample space is substantially identical, and be positioned on the sustained height of described box-type shell, the apical side height of pedotheque is than the suitable for reading low 50mm of described box-type shell.
Described DYNAMIC MODELING OF GROUNDWATER experiment comprises following operation steps:
The requirement of a, experimentally code is determined to detect position, and insert water level monitoring probe in relevant monitoring/medicine feeding hole pipe in described box-type shell, the insertion depth of described water level monitoring probe according to Experimental Procedures need determine, the data line of each water level monitoring probe is all connected on middle control computer;
B, the solenoid valve opened on the water inlet connecting pipeline of described box-type shell, water filling in described box-type shell, current enter box-type shell by water inlet; Along with the carrying out of water filling, open the solenoid valve on water delivering orifice connecting pipeline, make current flow out described box-type shell by water delivering orifice, by the control to the solenoid valve on water inlet and/or water delivering orifice connecting pipeline, the simulate formation water level flowed through in described box-type shell is stabilized in experiment setting value;
In c, utilization, control computer constantly receives the water level information of each water level monitoring probe input, keeps waterflow stabilization, now namely reach the water circulation faults condition of setting, can start the observatory control carrying out water cycle process when underground water table reaches setting value; Convert different setting values, the dynamic similation of the underground water table of typical hydrogeologic element and the simulation of hydrodynamic field can be realized.
The present invention can realize the simulation reconstruction of comprehensive Hydrodynamic field, hydrochemical field, can be used for the discussion of water quality evolution mechanism, also can be used for the parametric measurements such as dispersion coefficient and study rainfall to the simulated experiment of pollutant Transport And Transformation in aeration zone, the migration process of medicine in aerated zone soil and water-bearing zone can be observed clearly, be convenient to analyse in depth the solute transfer of medicine in aerated zone soil and water-bearing zone and transportion and transformation.
Invention increases the fidelity of simulated experiment, reduce the cost of simulated experiment, research experiment for the recovery technique such as original position aeration process, in situ chemical oxidation technology, biology in situ recovery technique, permeable reaction wall technique, soil in-situ drip washing renovation technique of underground water provides a kind of experiment basis reliably, expands the universality of analogue means.
Accompanying drawing explanation
Fig. 1 is the structural representation of groundwater dynamic simulation experiment platform.
Fig. 2 is the plan structure schematic diagram of box-type shell.
Fig. 3 is the floor plan of shower.
Fig. 4 is the floor plan of aeration tube.
In figure: 1, box-type shell, 2, water inlet, 3, overflow vent, 4, aeration control valve, 5, shower, 6, drench with rain operation valve, 7, coiled pipe, 8, gas-distribution pipe, 9, thief hatch, 10, water delivering orifice, 11, draw-in groove, 12, chassis, 13, draining discharge pipeline, 14, draining spoil disposal operation valve, 15, castor, 16, suspension bracket, 17, water main, 18, sparge pipe, 19, air supply header, 20, draining spoil disposal house steward, 21, monitoring/medicine feeding hole pipe, 22, draining mudhole, 23, porous water dispensing board, 24, aeration tube, 25, the dosing mouth of pipe.
Embodiment
The operation steps of DYNAMIC MODELING OF GROUNDWATER experimental technique of the present invention first arranges groundwater dynamic simulation experiment platform, in described groundwater dynamic analogue test platform, load the anaerobic condition of the typical hydrogeologic element of simulation again, finally on described groundwater dynamic analogue test platform, carry out DYNAMIC MODELING OF GROUNDWATER test.
Described groundwater dynamic simulation experiment platform includes dynamic analog device, aerator, simulation drench with rain device and middle control computer etc. four part.
As shown in Figure 1, the main body of described dynamic analog device is rectangular box-type shell 1, and it is that poly (methyl methacrylate) plate processes that box-type shell 1 adopts 10mm thick, reinforces and support in the periphery of poly (methyl methacrylate) plate by stainless steel square tube.In the front panel of box-type shell 1 and the inner side of squab panel, the spacing of 100mm is provided with some upright spill draw-in grooves (Fig. 2), the lower edge of draw-in groove 11 contacts with the base plate of box-type shell 1, the upper edge of draw-in groove 11 and the suitable for reading concordant of box-type shell 1.The porous water dispensing board 23 of a grafting rectangle between two draw-in grooves 11 that the front panel of box-type shell 1 is relative with the position on squab panel, the plate face of porous water dispensing board 23 is densely covered with overcurrent eyelet, the aperture of overcurrent eyelet is 2mm, and pitch-row is 4mm, distributes in plum blossom battle array.The lower edge of porous water dispensing board 23 contacts with the base plate of box-type shell 1, the upper edge of porous water dispensing board 23 and the suitable for reading mutually concordant of box-type shell 1.
The right end sidewalls plate of box-type shell 1 is connected to point five layers of water inlet 2 arranged, and every layer of water inlet has at least two, forms matrix form distribution.The left end side wallboard of box-type shell 1 is connected to point five layers of water delivering orifice 10 arranged, and every layer of water delivering orifice has at least two, forms matrix form distribution.Water inlet 2 and water delivering orifice 10 are made by the plexi-glass tubular that aperture is 8mm.Dynamic analog device is so just made to form the region of intake of underground water, runoff district and discharge area from right to left successively.
In Fig. 1, the front panel and squab panel of box-type shell 1 are respectively arranged with point five layers of thief hatch arranged 9, the plexi-glass tubular that thief hatch 9 is 8mm by aperture is made, and is distributed on front panel corresponding to the separated each sample space of porous water dispensing board 23 or squab panel.Each thief hatch 9 is provided with sampler or is sealed with sealing plug.Be respectively arranged with the row overflow vent 3 in longitudinal arrangement in the front panel of box-type shell 1 and the two ends, left and right of rear wall, overflow vent is that 8mm plexi-glass tubular is made by aperture.At overflow vent 3 place, sampler is installed or is connected to the run-down pipe being with operation valve.
In Fig. 1, the base plate of box-type shell 1 has eight draining mudhole 22(Fig. 2), each draining mudhole 22 is connected to a draining discharge pipeline 13, draining discharge pipeline 13 pvc pipe of diameter 40mm is made, stainless steel gauze is sealed with at the inner orifice place of draining mudhole, draining discharge pipeline 13 is connected to draining spoil disposal operation valve 14, and the lower end of all draining discharge pipelines 13 is received on a horizontal draining spoil disposal house steward 20 altogether.
Be provided with chassis 12 in the bottom shelf of box-type shell 1, chassis 12 is by 6-8 castors 15 support and connection.A collapsible rectangular hanger 16 is respectively connected at the two ends on chassis 12, suspension bracket 16 is laid adjustable for height water tank (not shown), the water tank of right-hand member is connected to by connecting pipeline on the water inlet 2 of box-type shell 1 right-hand member, and the water tank of left end is connected on the water delivering orifice 10 of box-type shell 1 left end by connecting pipeline.Connecting pipeline is separately installed with solenoid valve and flowmeter, and the data line on flowmeter is connected on middle control computer.
In box-type shell 1 by the anaerobic condition be filled with in the separated each sample space of porous water dispensing board 23 for simulating typical hydrogeologic element, in each sample space, be plugged with some monitoring/medicine feeding hole pipes 21 uprightly respectively, the pvc pipe that monitoring/medicine feeding hole pipe 21 is 20mm by caliber is made.The bottom of monitoring/medicine feeding hole pipe 21 contacts with the base plate of box-type shell 1, the top of monitoring/medicine feeding hole pipe 21 and the suitable for reading mutually concordant of box-type shell 1.On the tube wall of monitoring/medicine feeding hole pipe 21, circumferentially symmetry has four row apertures is the eyelet of 2mm, and often the distance between the upper and lower of row eyelet is 10mm.Stainless steel gauze is enclosed with, to prevent silt shutoff eyelet in the outside of monitoring/medicine feeding hole pipe 21.Each monitoring/medicine feeding hole pipe 21 inserts wherein for the monitoring probe in the various on-Line Monitor Device of simulated experiment, described monitoring probe is one or several in the multiple professional monitoring probes such as water quality monitoring probe, water level monitoring probe, pH monitoring probe, oxidation-reduction potential monitoring probe, monitored conductivity probe, temperature monitoring probe and dissolved oxygen DO monitoring probe, can one or several monitoring probes of grafting in a monitoring/medicine feeding hole pipe 21.The data line of monitoring probe is connected on middle control computer, to transmit and to process gathered experiment detection signal.
The present invention is also shaped with a capping box-type shell 1 gland bonnet (not shown) suitable for reading, and gland bonnet can be by gemel connection on box-type shell 1, also can be independent setting, in use suitable for reading to box-type shell 1 of buckle closure.
As Figure 1 and Figure 4, described aerator comprises the parts such as air supply header 19, gas-distribution pipe 8 and aeration tube 24.Aeration tube 24 has double pore vertically on the pvc pipe that caliber is 10mm, and the aperture of each pore is 1mm, and the pitch-row of every vent port is 5mm, and the center of circle angle of two vent ports is 45 °.Aeration tube 24 be horizontally set in box-type shell 1 by the bottom (Fig. 4) in the separated each sample space of porous water dispensing board 23, one end of aeration tube 24 is connected on gas-distribution pipe 8, gas-distribution pipe 8 is plugged on the edge (Fig. 4) of each sample space in box-type shell 1, and the upper end of gas-distribution pipe 8 is connected on the air supply header 19 that is arranged at above box-type shell 1 (Fig. 1).Every root gas-distribution pipe 8 is equipped with aeration control valve 4, and air supply header 19 is connected with fan blower or high-pressure nitrogen bottle, to provide air or nitrogen, under the regulation and control of aeration control valve 4, passes into the air in the water-bearing media in box-type shell 1 or nitrogen formation aeration.
As shown in Figure 1, Figure 3, described rainfall simulator is arranged on the top of described dynamic analog device, includes the parts such as water main 17, sparge pipe 18, coiled pipe 7 and shower 5.Shower 5 comprises a distributive pipe and some showers 5, and some showers 5 be arranged in parallel, and end is connected with distributive pipe is vertical, forms one group of affixed shower.Shower 5 is that the pvc pipe being 10mm by caliber is made, shower has double draining hole vertically, and the aperture in each water hole is 1mm, and the pitch-row of every osculum is 5mm, the center of circle angle of two osculums is 45 °, and the symcenter face of two osculums is arranged vertically downward.Shower in Fig. 3 has three groups, is horizontally set on the top of box-type shell 1, often organizes shower 5 is connected to sparge pipe 18 lower end by a coiled pipe 7, suitably to adjust the rational height often organizing shower; The upper end of sparge pipe 18 is received on a horizontal water main 17 altogether, and every root sparge pipe 18 is equipped with the operation valve 6 that drenches with rain, and the operation valve 6 that drenches with rain is for solenoid valve.Water main 17 connects with water pump or tap water pipe network, is supplied water by water pump or running water pipe, and by regulating and controlling to drench with rain, operation valve 6 forms rainfall simulation.Water main 17 has a dosing mouth of pipe 25(Fig. 1), the mouth of pipe is provided with shutoff, can dosing inwards after opening, by the dripping effect of rainfall, medicine is brought in box-type shell 1, thus the pollution of area source diffusion simulations of continuation can be formed in box-type shell 1.Rainfall simulator is lifted on the top of box-type shell 1 by crane, by the adjustment of crane, make the height of shower distance box-type shell 1 end face between 100 ~ 500mm, also can experimentally require to carry out left and right translation, translation distance can at about 400mm simultaneously.The effect of rainfall simulator is the rainfall in simulating natural environment, can simulate the rainfall state occurred in the various physical environments such as light rain, moderate rain, heavy rain, heavy rain.
Middle control computer is a part for whole simulation experiment platform, and its function is real-time, automatic online acquisition and the water cycle process data processing various Sensor monitoring; By the regulation and control to dynamic analog device flow of inlet water and hydraulic pressure, realize the flow of underground water in the anaerobic condition to typical hydrogeologic element, the isoparametric simulation of flow velocity and regulation and control.
Middle control computer, by being arranged at the information acquisition of the monitoring probe of various monitoring device in dynamic analog device, realizes the simulation of hydrodynamic field, Groundwater chemical fields in the anaerobic condition to typical hydrogeologic element in dynamic analog device.
The packing method of the anaerobic condition of the simulation typical case hydrogeologic element in the present invention comprises the following steps:
One, in the box-type shell 1 of dynamic analog device, installation fixes gas-distribution pipe 18, aeration tube 24, monitoring/medicine feeding hole pipe 21, with stainless steel gauze, each monitoring/the suitable for reading of medicine feeding hole pipe is encased, block on the draining mudhole 22 bottom box-type shell with stainless steel gauze again, then each porous water dispensing board 23 is inserted into successively in draw-in groove 11 corresponding in box-type shell 1, box-type shell 1 is divided into some sample spaces.
Two, from aeration zone and the anaerobic condition layering collection pedotheque of the studied basin geologic section determined, the acquisition mode of pedotheque is, according to studied basin geologic section, pedotheque is gathered successively for unsaturated soil structure and anaerobic condition layering, S shape cloth point sampling is generally taked during sampling,, soil fertility little at topography variation comparatively evenly, sampling unit area less, plum blossom also can be adopted to layout sampling; The fetch earth degree of depth and the sampling quantity maintenance uniformity of each sampled point, the upper strata of pedotheque is identical with the ratio of lower floor; The pedotheque gathered puts into sample sack respectively, writes two same labels, each tool one inside and outside sample sack, indicates the information such as sampling position, date, sampling depth, soil name, numbering, carries out sample record simultaneously.
Three, after the pedotheque of layering collection being taken back, refinement drying process is carried out respectively to pedotheque, concrete processing mode is, Homogeneous phase mixing is carried out to the same layer pedotheque of all collections, the all same layer pedotheque being about to gather is placed on Polypropylence Sheet, crush, mixing, pave into square, pedotheque is drawn the diagonal line of two right-angled intersections, pedotheque is divided into four parts, two of diagonal position parts of pedotheques are merged into portion, form two parts of soil samples merged, get a copy of it and continue to employ; The pedotheque of continuing to employ of each layer carries out thinning processing respectively, specifically that pedotheque is fine ground, choose stone foreign material wherein, again pedotheque is placed in drying oven, continuous drying 12 hours at the temperature of 60 DEG C, after drying process, take out in stove, with soil bobbing machine and 50-200 object soil sieves, pedotheque is sieved process.
Four, by the geologic structure relation of the pedotheque on corresponding geographic position dried for refinement according to studied basin, successively evenly insert in all samples space in described box-type shell, the laying depth of the pedotheque of the same anaerobic condition layer inserted in each sample space is substantially identical, and being positioned on the sustained height of described box-type shell, the apical side height of pedotheque is than the suitable for reading low 50mm of described box-type shell.
Five, from water inlet 2 water filling continuously of box-type shell 1, first from undermost water inlet 2 slowly injected clear water, every 24 hours positions to a up conversion water inlet, until transform to the superiors' water inlet and after water filling, make the pedotheque in box-type shell 1 fully moistening to saturated, by slowly intaking from lower to upper, segmentation improves the head of water supply installation, filling material in guard box sandwich type element 1 is full water slowly, whole full water process fully ensures that the gas in porous medium is discharged, and so far groundwater dynamic simulation experiment platform builds complete.
DYNAMIC MODELING OF GROUNDWATER experiment of the present invention comprises the following steps:
One, experimentally the requirement of code is determined to detect position, and insert water level monitoring probe in relevant monitoring/medicine feeding hole pipe 21 in described box-type shell 1, the insertion depth of water level monitoring probe according to Experimental Procedures need determine, the data line of each water level monitoring probe is all connected on middle control computer.
Two, open the solenoid valve on the water inlet connecting pipeline of described box-type shell 1, water filling in box-type shell 1, current enter box-type shell 1 by water inlet 2.Along with the carrying out of water filling, open the solenoid valve on water delivering orifice connecting pipeline, make current flow out box-type shell 1 by water delivering orifice 10, by the control to the solenoid valve on water inlet and/or water delivering orifice connecting pipeline, the simulate formation water level flowed through in box-type shell 1 is stabilized in experiment setting value.
Three, in utilizing, control computer constantly receives the water level information of each water level monitoring probe input, keeps waterflow stabilization, now namely reach the water circulation faults condition of setting, can start the observatory control carrying out water cycle process when underground water table reaches setting value.Convert different water level settings values, the dynamic similation of the underground water table of typical hydrogeologic element and the simulation of hydrodynamic field can be realized.
Claims (1)
1. the DYNAMIC MODELING OF GROUNDWATER experimental technique based on groundwater dynamic simulation experiment platform, it is characterized in that, groundwater dynamic simulation experiment platform is first set, in described groundwater dynamic simulation experiment platform, be packed into the anaerobic condition of simulating typical hydrogeologic element again, finally on described groundwater dynamic simulation experiment platform, carry out DYNAMIC MODELING OF GROUNDWATER experiment;
Described groundwater dynamic simulation experiment platform comprises dynamic analog device, aerator, simulation drench with rain device and middle control computer;
The main body of described dynamic analog device is rectangular box-type shell, and described box-type shell adopts poly (methyl methacrylate) plate to process, and peripheral employing stainless steel square tube is reinforced and supported; In the front panel of described box-type shell and the inner side of squab panel, the spacing of 100mm is provided with some upright spill draw-in grooves, the lower edge of described draw-in groove contacts with the base plate of described box-type shell, the upper edge of described draw-in groove and the suitable for reading concordant of described box-type shell; The porous water dispensing board of a grafting rectangle between two described draw-in grooves that the front panel of described box-type shell is relative with the position on squab panel, the plate face of described porous water dispensing board is densely covered with the overcurrent eyelet that aperture is 2mm, the lower edge of described porous water dispensing board contacts with the base plate of described box-type shell, the upper edge of described porous water dispensing board and the suitable for reading mutually concordant of described box-type shell;
The end side wallboard of described box-type shell is connected to some water inlets that layering is arranged, the sidewall paneling of the other end of described box-type shell is connected to some water delivering orifices that layering is arranged, described water inlet and described water delivering orifice are made by the plexi-glass tubular that aperture is 8mm, in matrix distribution on the sidewall paneling of described box-type shell;
What the front panel and squab panel of described box-type shell be respectively arranged with some layerings arrange is the thief hatch that 8mm plexi-glass tubular is made by aperture, described thief hatch is distributed on front panel corresponding to the separated each sample space of described porous water dispensing board or squab panel, each described thief hatch is provided with sampler or is sealed with sealing plug, the front panel of described box-type shell and the two ends of rear wall be respectively arranged with in longitudinal arrangement one to arrange by aperture be the overflow vent that 8mm plexi-glass tubular is made, at described overflow vent place, sampler is installed or is connected to the run-down pipe being with operation valve,
The base plate of described box-type shell has some draining mudholes, each draining mudhole is connected to a draining discharge pipeline, the pvc pipe of the effective diameter 40mm of described draining spoil disposal is made, stainless steel gauze is sealed with at the inner orifice place of described draining mudhole, described draining discharge pipeline is connected to draining spoil disposal operation valve, and the lower end of all described draining discharge pipelines is received on a draining spoil disposal house steward altogether;
Be provided with chassis in the bottom shelf of described box-type shell, described chassis is connected by some caster support; A collapsible rectangular hanger is respectively connected at the two ends on described chassis, adjustable for height water tank laid by described suspension bracket, a described water tank is connected on the described water inlet of described box-type shell by connecting pipeline, and water tank described in another is connected on the described water delivering orifice of described box-type shell by connecting pipeline; Described connecting pipeline is separately installed with solenoid valve and flowmeter, and the data line on described flowmeter is connected on described middle control computer;
In described box-type shell by the anaerobic condition be filled with in the separated each sample space of described porous water dispensing board for simulating typical hydrogeologic element, monitoring/medicine feeding hole pipe that some pvc pipes being 20mm by caliber are uprightly made is plugged with respectively in each sample space, the bottom of described monitoring/medicine feeding hole pipe contacts with the base plate of described box-type shell, the top of described monitoring/medicine feeding hole pipe and the suitable for reading mutually concordant of described box-type shell; On the tube wall of described monitoring/medicine feeding hole pipe, circumferentially symmetry has four row apertures is the eyelet of 2mm, and often the distance between the upper and lower of row eyelet is 10mm, is enclosed with stainless steel gauze in the outside of described monitoring/medicine feeding hole pipe; Described monitoring/medicine feeding hole pipe inserts wherein for the monitoring probe of on-Line Monitor Device, described monitoring probe is one or several in water quality monitoring probe, water level monitoring probe, pH monitoring probe, oxidation-reduction potential monitoring probe, monitored conductivity probe, temperature monitoring probe and dissolved oxygen DO monitoring probe, the data line of described monitoring probe is connected on described middle control computer, to transmit and to process gathered experiment detection signal;
The suitable for reading of described box-type shell is provided with the gland bonnet that can start or fasten;
Described aerator comprises air supply header, gas-distribution pipe and aeration tube; Described aeration tube has double pore vertically on the pvc pipe that caliber is 10mm, and the aperture of each pore is 1mm, and the pitch-row of every vent port is 5mm, and the center of circle angle of two vent ports is 45 °; Described aeration tube be horizontally set in described box-type shell by the bottom in the separated each sample space of described porous water dispensing board, one end of described aeration tube is connected on the described gas-distribution pipe that is plugged in described box-type shell in each sample space, the upper end of described gas-distribution pipe is connected on the described air supply header that is arranged at above described box-type shell, gas-distribution pipe described in every root is equipped with aeration control valve, described air supply header, by fan blower or high-pressure nitrogen bottle air feed, forms aeration by regulating and controlling described aeration control valve;
Described rainfall simulator comprises water main, sparge pipe, coiled pipe and shower, described shower comprises a distributive pipe and the some showers be vertically connected on described distributive pipe, the pvc pipe of described shower to be caliber be 10mm, shower has double draining hole vertically, the aperture in each water hole is 1mm, the pitch-row of every osculum is 5mm, and the center of circle angle of two osculums is 45 °; Described shower is divided into some groups, be horizontally set on the top of described box-type shell, often organize described shower is connected to described sparge pipe lower end by described coiled pipe, the upper end of the described sparge pipe of each group is received on described water main altogether, and sparge pipe described in every root is equipped with the operation valve that drenches with rain; Described water main is supplied water by water pump or running water pipe, forms rainfall simulation by the operation valve that drenches with rain described in regulating and controlling;
The packing method of simulating the anaerobic condition of typical hydrogeologic element is, from aeration zone and the anaerobic condition layering collection pedotheque of the studied basin geologic section determined, again 50-200 object refinements and dry process are carried out respectively to pedotheque, finally by the geologic structure relation of the pedotheque on the corresponding geographic position that processed according to studied basin, successively evenly insert in all samples space in described box-type shell, the laying depth of the pedotheque of the same anaerobic condition layer inserted in each sample space is substantially identical, and be positioned on the sustained height of described box-type shell, the apical side height of pedotheque is than the suitable for reading low 50mm of described box-type shell,
Described DYNAMIC MODELING OF GROUNDWATER experiment comprises following operation steps:
The requirement of a, experimentally code is determined to detect position, and insert water level monitoring probe in relevant monitoring/medicine feeding hole pipe in described box-type shell, the insertion depth of described water level monitoring probe according to Experimental Procedures need determine, the data line of each water level monitoring probe is all connected on middle control computer;
B, the solenoid valve opened on the water inlet connecting pipeline of described box-type shell, water filling in described box-type shell, current enter box-type shell by water inlet; Along with the carrying out of water filling, open the solenoid valve on water delivering orifice connecting pipeline, make current flow out described box-type shell by water delivering orifice, by the control to the solenoid valve on water inlet and/or water delivering orifice connecting pipeline, the simulate formation water level flowed through in described box-type shell is stabilized in experiment setting value;
In c, utilization, control computer constantly receives the water level information of each water level monitoring probe input, keeps waterflow stabilization, now namely reach the water circulation faults condition of setting, can start the observatory control carrying out water cycle process when underground water table reaches setting value; Convert different setting values, the dynamic similation of the underground water table of typical hydrogeologic element and the simulation of hydrodynamic field can be realized.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510081385.3A CN104596737B (en) | 2015-02-15 | 2015-02-15 | A kind of DYNAMIC MODELING OF GROUNDWATER experimental method based on groundwater dynamic simulation experiment platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510081385.3A CN104596737B (en) | 2015-02-15 | 2015-02-15 | A kind of DYNAMIC MODELING OF GROUNDWATER experimental method based on groundwater dynamic simulation experiment platform |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104596737A true CN104596737A (en) | 2015-05-06 |
| CN104596737B CN104596737B (en) | 2017-10-20 |
Family
ID=53122663
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510081385.3A Expired - Fee Related CN104596737B (en) | 2015-02-15 | 2015-02-15 | A kind of DYNAMIC MODELING OF GROUNDWATER experimental method based on groundwater dynamic simulation experiment platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104596737B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106124160A (en) * | 2016-08-12 | 2016-11-16 | 西南交通大学 | A kind of Tunnel Base structure pump-absorb action analog |
| CN106370803A (en) * | 2016-08-30 | 2017-02-01 | 河海大学 | Indoor phreatic zone local ground water generation circulating system and operation method |
| CN108061791A (en) * | 2017-12-18 | 2018-05-22 | 安徽省（水利部淮河水利委员会）水利科学研究院（安徽省水利工程质量检测中心站） | A kind of farm field irrigation drainage tests automatic control system |
| CN109839491A (en) * | 2019-04-02 | 2019-06-04 | 中国地质科学院水文地质环境地质研究所 | A kind of recharge ground water analogue experiment method |
| CN112285321A (en) * | 2020-10-09 | 2021-01-29 | 合肥工业大学 | VOCs polluted soil body aeration repair test device and test method |
| US20210323038A1 (en) * | 2019-12-31 | 2021-10-21 | Xi'an Shiyou University | Remediation simulator of deep petroleum contaminated soil and application |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0988051A (en) * | 1995-09-28 | 1997-03-31 | Iwao Iwama | In-situ permeability test method and permeability test device |
| JP2002119951A (en) * | 2000-10-13 | 2002-04-23 | Sumitomo Metal Mining Co Ltd | System for managing cleaning of soil and groundwater and method for managing cleaning thereof |
| CN101556269A (en) * | 2009-05-19 | 2009-10-14 | 中国地质大学（武汉） | Trough for simulating groundwater pollution |
| CN102053146A (en) * | 2010-11-03 | 2011-05-11 | 中国科学院新疆生态与地理研究所 | Automatic leaching method for soil column simulation test |
| CN202929029U (en) * | 2012-11-30 | 2013-05-08 | 上海市环境科学研究院 | Simulation test device for in-situ chemical and biological remediation of underground water |
| CN103336100A (en) * | 2013-06-07 | 2013-10-02 | 中国环境科学研究院 | Integrated analog device and method for groundwater pollution process and pollution remediation |
| CN103630659A (en) * | 2012-11-30 | 2014-03-12 | 上海市环境科学研究院 | Simulation test device and simulation test method for in-situ chemical and biological remediation of underground water |
| CN203490213U (en) * | 2013-10-16 | 2014-03-19 | 西安科技大学 | Water-injection settlement deformation simulation device for water-bearing stratum at bottom of thick and loose rock-soil bed |
| CN103994951A (en) * | 2014-04-25 | 2014-08-20 | 南开大学 | Simulator for migration and transformation of environmental pollutants in different aquifers of underground water |
| CN104090086A (en) * | 2014-07-15 | 2014-10-08 | 东南大学 | Device and method for testing soil structure characteristics under action of dynamic change of underground pressure water head |
| CN203999106U (en) * | 2014-07-02 | 2014-12-10 | 东华大学 | A kind of artificial swamp that carries out micro-aeration with hollow-fibre membrane simulating plant root system |
-
2015
- 2015-02-15 CN CN201510081385.3A patent/CN104596737B/en not_active Expired - Fee Related
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0988051A (en) * | 1995-09-28 | 1997-03-31 | Iwao Iwama | In-situ permeability test method and permeability test device |
| JP2002119951A (en) * | 2000-10-13 | 2002-04-23 | Sumitomo Metal Mining Co Ltd | System for managing cleaning of soil and groundwater and method for managing cleaning thereof |
| CN101556269A (en) * | 2009-05-19 | 2009-10-14 | 中国地质大学（武汉） | Trough for simulating groundwater pollution |
| CN102053146A (en) * | 2010-11-03 | 2011-05-11 | 中国科学院新疆生态与地理研究所 | Automatic leaching method for soil column simulation test |
| CN202929029U (en) * | 2012-11-30 | 2013-05-08 | 上海市环境科学研究院 | Simulation test device for in-situ chemical and biological remediation of underground water |
| CN103630659A (en) * | 2012-11-30 | 2014-03-12 | 上海市环境科学研究院 | Simulation test device and simulation test method for in-situ chemical and biological remediation of underground water |
| CN103336100A (en) * | 2013-06-07 | 2013-10-02 | 中国环境科学研究院 | Integrated analog device and method for groundwater pollution process and pollution remediation |
| CN203490213U (en) * | 2013-10-16 | 2014-03-19 | 西安科技大学 | Water-injection settlement deformation simulation device for water-bearing stratum at bottom of thick and loose rock-soil bed |
| CN103994951A (en) * | 2014-04-25 | 2014-08-20 | 南开大学 | Simulator for migration and transformation of environmental pollutants in different aquifers of underground water |
| CN203999106U (en) * | 2014-07-02 | 2014-12-10 | 东华大学 | A kind of artificial swamp that carries out micro-aeration with hollow-fibre membrane simulating plant root system |
| CN104090086A (en) * | 2014-07-15 | 2014-10-08 | 东南大学 | Device and method for testing soil structure characteristics under action of dynamic change of underground pressure water head |
Non-Patent Citations (1)
| Title |
|---|
| 韩江波等: "温度和水汽对土壤水动态影响的模拟研究", 《水利学报》 * |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106124160A (en) * | 2016-08-12 | 2016-11-16 | 西南交通大学 | A kind of Tunnel Base structure pump-absorb action analog |
| CN106124160B (en) * | 2016-08-12 | 2018-07-17 | 西南交通大学 | A kind of Tunnel Base structure pump-absorb action simulator |
| CN106370803A (en) * | 2016-08-30 | 2017-02-01 | 河海大学 | Indoor phreatic zone local ground water generation circulating system and operation method |
| CN106370803B (en) * | 2016-08-30 | 2018-10-23 | 河海大学 | A kind of interior phreatic zone local ground watering generates the circulatory system and operating method |
| CN108061791A (en) * | 2017-12-18 | 2018-05-22 | 安徽省（水利部淮河水利委员会）水利科学研究院（安徽省水利工程质量检测中心站） | A kind of farm field irrigation drainage tests automatic control system |
| CN109839491A (en) * | 2019-04-02 | 2019-06-04 | 中国地质科学院水文地质环境地质研究所 | A kind of recharge ground water analogue experiment method |
| US20210323038A1 (en) * | 2019-12-31 | 2021-10-21 | Xi'an Shiyou University | Remediation simulator of deep petroleum contaminated soil and application |
| CN112285321A (en) * | 2020-10-09 | 2021-01-29 | 合肥工业大学 | VOCs polluted soil body aeration repair test device and test method |
| CN112285321B (en) * | 2020-10-09 | 2021-06-01 | 合肥工业大学 | VOCs polluted soil body aeration repair test device and test method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104596737B (en) | 2017-10-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104569321B (en) | A kind of earth's surface based on groundwater dynamic simulation experiment platform and pollution of underground aquifers source analogue experiment method | |
| CN104569323B (en) | A kind of natural precipitation analogue experiment method based on groundwater dynamic simulation experiment platform | |
| CN104596737A (en) | Underground water level dynamic simulation test method based on underground water dynamic simulation test platform | |
| CN104596895B (en) | Underground water pollution Transport And Transformation and final home to return to integrated mobile analog platform and analogue experiment method | |
| CN104597218B (en) | Groundwater dynamic simulation experiment platform | |
| CN106908368B (en) | Rainfall simulation earth pillar infiltration test system | |
| CN204116335U (en) | Soil pollutant Transport And Transformation analogue experiment installation | |
| CN108318386B (en) | Multifunctional simulation experiment device and method for migration and infiltration rules of river pollutants | |
| CN110681685A (en) | Polluted site soil-underground water integrated simulation restoration device and method | |
| Wang et al. | Development of an empirical model for domestic wastewater treatment by biological aerated filter | |
| CN111157406B (en) | Migration and barrier test system and method for non-aqueous phase liquid pollutants in underground water | |
| CN104569322B (en) | A kind of construction method of groundwater dynamic simulation experiment platform | |
| CN210995782U (en) | Contaminated site soil-groundwater integral type simulation prosthetic devices | |
| CN103335989A (en) | Method for simulating transportation and destination of pollutants in karst underground river | |
| CN206223767U (en) | Three-dimensional visible analogue means of the pollutant in the heterogeneous Migration In Aquifer conversion of saturation in a kind of simulation underground environment | |
| CN204064859U (en) | Soil pollutant vertical migration analogue means | |
| CN112007943A (en) | Method for determining diffusion radius of injected medicament for repairing underground water pollution through in-situ injection high-pressure jet grouting injection | |
| CN210293616U (en) | Experimental device for interaction of surface water and underground water | |
| CN203324268U (en) | Earth pillar infiltration and leaching simulator | |
| CN205538957U (en) | Movable soil eluviation device | |
| CN104655816B (en) | A kind of method of the water-bearing zone redox environment simulated experiment based on groundwater dynamic simulation experiment platform | |
| CN104713806A (en) | Flat two-dimensional underground water power and quality model apparatus | |
| CN207440053U (en) | A kind of experimental system for the injection of nano material in-situ water-bearing layer | |
| CN211603181U (en) | Farmland salinity drip washing analogue means under concealed conduit drainage | |
| CN108593889A (en) | Movable type pressure sand gravel leaching liquor migration of element collects monitoring device automatically |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171020 Termination date: 20190215 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |