CA1280292C - Water sampling system - Google Patents
Water sampling systemInfo
- Publication number
- CA1280292C CA1280292C CA000517104A CA517104A CA1280292C CA 1280292 C CA1280292 C CA 1280292C CA 000517104 A CA000517104 A CA 000517104A CA 517104 A CA517104 A CA 517104A CA 1280292 C CA1280292 C CA 1280292C
- Authority
- CA
- Canada
- Prior art keywords
- cells
- dialysis
- sampling device
- longitudinal axis
- elongated member
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B49/00—Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells
- E21B49/08—Obtaining fluid samples or testing fluids, in boreholes or wells
- E21B49/081—Obtaining fluid samples or testing fluids, in boreholes or wells with down-hole means for trapping a fluid sample
- E21B49/082—Wire-line fluid samplers
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D61/00—Processes of separation using semi-permeable membranes, e.g. dialysis, osmosis or ultrafiltration; Apparatus, accessories or auxiliary operations specially adapted therefor
- B01D61/24—Dialysis ; Membrane extraction
- B01D61/28—Apparatus therefor
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N1/00—Sampling; Preparing specimens for investigation
- G01N1/02—Devices for withdrawing samples
- G01N1/10—Devices for withdrawing samples in the liquid or fluent state
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10S436/00—Chemistry: analytical and immunological testing
- Y10S436/807—Apparatus included in process claim, e.g. physical support structures
- Y10S436/809—Multifield plates or multicontainer arrays
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T436/00—Chemistry: analytical and immunological testing
- Y10T436/25—Chemistry: analytical and immunological testing including sample preparation
- Y10T436/25375—Liberation or purification of sample or separation of material from a sample [e.g., filtering, centrifuging, etc.]
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T436/00—Chemistry: analytical and immunological testing
- Y10T436/25—Chemistry: analytical and immunological testing including sample preparation
- Y10T436/25375—Liberation or purification of sample or separation of material from a sample [e.g., filtering, centrifuging, etc.]
- Y10T436/255—Liberation or purification of sample or separation of material from a sample [e.g., filtering, centrifuging, etc.] including use of a solid sorbent, semipermeable membrane, or liquid extraction
Abstract
ABSTRACT :
The invention relates to a device for the sampling of liquids which permeate dialysis membranes, comprising cells bounded by two such membranes. The device according to the invention is suited for determining hydrochemical profiles of ground-water, in lakes and the like. The device according to the invention is a modular one, comprising a plurality of con-secutive dialysis cells, spaced at predetermined intervals, in a support system. The sampler is introduced into the liquid and left there for an adequate period of time to establish an equilibrium. After removal, each of the cells is analysed and provides information on the composition of the liquid at the given depth.
The invention relates to a device for the sampling of liquids which permeate dialysis membranes, comprising cells bounded by two such membranes. The device according to the invention is suited for determining hydrochemical profiles of ground-water, in lakes and the like. The device according to the invention is a modular one, comprising a plurality of con-secutive dialysis cells, spaced at predetermined intervals, in a support system. The sampler is introduced into the liquid and left there for an adequate period of time to establish an equilibrium. After removal, each of the cells is analysed and provides information on the composition of the liquid at the given depth.
Description
128~)Z9Z
FIELD OF THE INVENTION:
According to the invention there is provided a modular water sampler for the sampling of hydrochemical profiles of ground~J~ter, of water in lakes, ponds, reservoirs and the like. The sampler comprises a plurality of cells arranged at predetermined distances, each of which comprises dialysis membranes. The sampler is of special use in determining water quality profiles.
BACKGROUND OF THE INVENTION:
The increasing needs of understanding the processes of 10 groundwater contamination have necessitated the development of new, sampling technique. In hydrochemical studies it is important to obtain small-interval-profiles of the examined water layer.
Generally water samples are collected from pumping wells or by samplers lowered to different depths in research wells. These 15 procedures disturb chemical gradients and yield only mixed water samples from different levels of the aquifer. In literature there have been described samples which have been used primarily for shallow aquifers. In most of these devices the water sample is pumped from the surface and the sampling intervals are of the order 20 of 0.5m.
Samplers developed for pore water studies in lakes employ the dialysis membrane technique which consists of placing a sampler having dialysis cells filled with distilled water at the samplin~
site and leaving it there for equilibration between the ambient water 25 and the cell water. Sampling intervals of 1 cm have been achieved using this method.
The equilibration time of a dialysis cell system can be calculated using Fick's second law of diffusion.
--- 2 ~LZ~ 2~2 SUMMARY OF THE INVENTION:
The invention relates to a novel water sampling device which provides information about the chemical profile of a water layer at a certain depth, be it in a bore-hole, water-well or in a lake or the like.
The device is a modular sampler which can be assembled with a desired number of sampling cells, each of which provides information on a certain depth level. These can be arranged one after the other, and the diameter of these determines the sampling intervals.
0 Generally sampling intervals of about 3 to 5 cm are satisfactory.
Each of the cells of the sampler comprises a tubular member closed at both its ends with a dialysis membrane. When such cells are arranged in a rod-like structure, the openings facing to the sides of the structure, the sampler can be introduced into a well, 5 while they are filled with distilled water. The sampler is left in the well in a tranquil position for an adequate period of time to attain equilibrium with the surroundings, and when the sampler is removed, the water content of each cell can be analyzed, providing a profile for the layer defined by the cummulative length of the 20 pluralitY Of cells.
The sampler comprises a rod or pipe with a plurality of perpendicular throughgoing holes, each of which is adapted to accomodate a dialysis cell. A sampler was constructed with a plurality of cells of 3 cm diameter, but this value is not critical, 25 and any other suitable diameter can be used. The cells are spaced from each other by a suitable seal made of a resilient material, of a diameter corresponding to that of the sampling well. Disk-shaped structures are mounted at both ends of the sampler to guide the . ,.
:
-~ ~ 3 - 1 2 ~3~D2 g 2 structure through the well. Advantageously a weight is attached to the lower end of the sampler, and a hook for a suitable rope at its upper end. The sampler is constructed from modular elements, with each section comprising a predetermined number of dialysis cells, and with the possibility to assembl~ a sequence of such sub-units to result in the desired number of cells per sampler. It is also possible to construct the sampler from a plurality of such cells, one after the other.
A sampler of the invention is illustrated by way of example only with reference to the following description and drawings, which are of a schematical nature and not according to scale, and in which:
Fig.1 is a side view of a sampler, in partial section;
Fig.2 is an enlarged cross-sectional view through a part of the length of the sampler;
Fig.3 is a plane view of a rubber seal of the sampler;
Fig.4 is a schematic view of a research well and lithological profile;
Fig.5 illustrates the results of an equilibrium test;
Fig.6 illustrates an electrical conductivity profile measured by a sampler of the invention;
Fig.7 illustrates the field profile measured in the research well of Fig.4.
DETAILED DESCRIPTION:
As illustrated in Fig. 1,2 and 3, the device of the invention comprises a rod, made of a suitable plastic material, 11 , of about 5 cm diameter, which has a length of about 135 cm, with 38 perpendicular criss-crossed holes 12, each of which accomodated a `- 128~Z92 dia1ysis cell 13. These are spaced at 3 cm intervals and separated by flexible rubber seals 14. At the ends of the sampler there are provided two PVC rings 15, which serve to guide the sampler through the well. Such rings 15 can also be provided at predetermined intervals. The dialysis cells are secured in place by nylon screws 16. A coated weight 17 is connected to the lower end of the samplerO
A nylon rope is attached to the upper holding segment 18. The sampler comprises advantageously a number of modular rod-segments 19, which can be connected by the double screw 200 The individual lO dialysis cells 13 are build of modified polyethylene vials 21, open at both ends, which are provided with closure rings 22 and 23, respectively, and with dialysis membranes 24 and 25, which can thus be easily replaced, and which are thus securely held in place.
The cells are filled with distilled water, or any other solùtions l5 closed by the membranes at both ends, and the sampler is introduced into the water (well, lake or the like) which is to be sampled and left to equilibrate with the surroundings. The sampler can thus be used with any water profile, be it a natural one or not. It can be used to determine the mineral content of ground water, for quality 20 control in industrial processes, to determine contamination by oil spills etc.
It is also possible to introduce electrodes into certain cells, and thus mor,itor from the surface the conductivity of the water in the cellg which is indicative of ion content in the cell.
In order to determine empirically the equilibration time of the novel sampling system a laboratory test was performed where six pairs of dialysis cells were submerged in separated baths of a 800 ml '" ~
- ~280292 (C1-=200 my 1-1j N03=100 mg 1 1) that were mixed once each sampling day. (Fig. 5) The performance of the sampler was tested measuring an Electrical Conductivity profile. The salinity gradient was artificially established by introducing a cold saline solution (1 gr cm 3NaC1) at the bottom of a container filled with tap w~ter.
Two consecutive profiles were sampled after an equilibration period of 7 days. (Fig.6) The sampler is advantageously used in a screened well. As one lO of the aims of the system is to monitor the arrival of pollutants to the water table zone, we designed and drilled a research well for this special purpose which is described in Fig.4. The well is located in the deep, sandy and phreatic Coastal Plain aquifer of Israel. The depth to the water table is 27 m and the thickness of the saturated l5 region about 130 m. The well was drilled by a spiral-driller dry method, without addition of water. PVC pipes were utilized. Bonded-on gravel pack screens were placed both above, 3 m, and below, 5 m, the ; water table (Pumpen-Boese-KK Filter 80/0.6jO.7-1.2, D. Klotz, 1979).
The position of the screens in relation to the water table was selected 20 to enable long-term sampling considering the both short and long term fluctuations (monthly to yearly) of the water table. A stainless steel wire mounted on one of the screens was connected to the surface by a PVC coated stainless steel wire.
The dialysis cells filled with distilled water were inserted into 25 the sampler. The sampler, composed of two connected segments of MLFS, (multi-layer-floating sampler) with a total sampling length of 241 cm, was lowered into the research well. It was kept in position by attaching the nylon rope to the well hook. The exact position of the ~X~3~29Z
water table in relation to the dialysis cells was determined connecting both stainless steel insulated wires to an ohmmeter.
The sampler was left for an equiliDration Deriod of 30 days.
The 30 days sampling period was established to allow the re-equilibration of the well-aquifier system to "normal" hydro-chemical conditions after lowering the sampler into the well (flow volocitios in thc~ a(luifier rarl~o rrom 0.5 to 0.01 m.day 1) 12~3029Z
The MLFS is inexpensive and easy to operate. It may be lowered into any existing screened well and its sampling depth is not limited. Its dimensions are a function of the well diameter.
The sampliny volume is mainly defined in the desired sampling intervals.
The test system (sampler and research well), was specially buil~ of PVC to permit also the future study of heavy metals in the water table zone.
The MLFS described was found suitable to obtain undisurbed 10 groundwater samples at small vertical intervals enabling the measurement of chemical profiles in screened wells at any depth.
The sampler can also be used for monitoring bodies of contaminated groundwater.
The device can be used for sampling and measuring the actual 15contaminant fluxes reaching the water table from the unsaturated zone before they are diluted in the main groundwater body.
A floating version of the sampler has further advantageous properties: Buoyancy permits the sampler to fluctuate inside the well according with the monthly variations of the water table. The 20single well dilution method can be applied to study the vertical profile of horizontal velocities in conjunction with the variation of chemical profiles.
In the enclosed drawings, Fig 5 to 7 the following are presented:
.. ... ~ .~. - , , - , 128~292 Fig. 5 Equilibration test of dialysis cells conducted at 22C.
.-C1 , x-N03, o-S0~, each point represents two equilibration tests.
Fig. 6 Electrical conductivity profiles measured in a ~ater tank by MLFS.
Fig. 7 Field profile of E.C., C1 , N03 and 504 as measured by MLFS in ; research well WT-2 (20.9.84).
FIELD OF THE INVENTION:
According to the invention there is provided a modular water sampler for the sampling of hydrochemical profiles of ground~J~ter, of water in lakes, ponds, reservoirs and the like. The sampler comprises a plurality of cells arranged at predetermined distances, each of which comprises dialysis membranes. The sampler is of special use in determining water quality profiles.
BACKGROUND OF THE INVENTION:
The increasing needs of understanding the processes of 10 groundwater contamination have necessitated the development of new, sampling technique. In hydrochemical studies it is important to obtain small-interval-profiles of the examined water layer.
Generally water samples are collected from pumping wells or by samplers lowered to different depths in research wells. These 15 procedures disturb chemical gradients and yield only mixed water samples from different levels of the aquifer. In literature there have been described samples which have been used primarily for shallow aquifers. In most of these devices the water sample is pumped from the surface and the sampling intervals are of the order 20 of 0.5m.
Samplers developed for pore water studies in lakes employ the dialysis membrane technique which consists of placing a sampler having dialysis cells filled with distilled water at the samplin~
site and leaving it there for equilibration between the ambient water 25 and the cell water. Sampling intervals of 1 cm have been achieved using this method.
The equilibration time of a dialysis cell system can be calculated using Fick's second law of diffusion.
--- 2 ~LZ~ 2~2 SUMMARY OF THE INVENTION:
The invention relates to a novel water sampling device which provides information about the chemical profile of a water layer at a certain depth, be it in a bore-hole, water-well or in a lake or the like.
The device is a modular sampler which can be assembled with a desired number of sampling cells, each of which provides information on a certain depth level. These can be arranged one after the other, and the diameter of these determines the sampling intervals.
0 Generally sampling intervals of about 3 to 5 cm are satisfactory.
Each of the cells of the sampler comprises a tubular member closed at both its ends with a dialysis membrane. When such cells are arranged in a rod-like structure, the openings facing to the sides of the structure, the sampler can be introduced into a well, 5 while they are filled with distilled water. The sampler is left in the well in a tranquil position for an adequate period of time to attain equilibrium with the surroundings, and when the sampler is removed, the water content of each cell can be analyzed, providing a profile for the layer defined by the cummulative length of the 20 pluralitY Of cells.
The sampler comprises a rod or pipe with a plurality of perpendicular throughgoing holes, each of which is adapted to accomodate a dialysis cell. A sampler was constructed with a plurality of cells of 3 cm diameter, but this value is not critical, 25 and any other suitable diameter can be used. The cells are spaced from each other by a suitable seal made of a resilient material, of a diameter corresponding to that of the sampling well. Disk-shaped structures are mounted at both ends of the sampler to guide the . ,.
:
-~ ~ 3 - 1 2 ~3~D2 g 2 structure through the well. Advantageously a weight is attached to the lower end of the sampler, and a hook for a suitable rope at its upper end. The sampler is constructed from modular elements, with each section comprising a predetermined number of dialysis cells, and with the possibility to assembl~ a sequence of such sub-units to result in the desired number of cells per sampler. It is also possible to construct the sampler from a plurality of such cells, one after the other.
A sampler of the invention is illustrated by way of example only with reference to the following description and drawings, which are of a schematical nature and not according to scale, and in which:
Fig.1 is a side view of a sampler, in partial section;
Fig.2 is an enlarged cross-sectional view through a part of the length of the sampler;
Fig.3 is a plane view of a rubber seal of the sampler;
Fig.4 is a schematic view of a research well and lithological profile;
Fig.5 illustrates the results of an equilibrium test;
Fig.6 illustrates an electrical conductivity profile measured by a sampler of the invention;
Fig.7 illustrates the field profile measured in the research well of Fig.4.
DETAILED DESCRIPTION:
As illustrated in Fig. 1,2 and 3, the device of the invention comprises a rod, made of a suitable plastic material, 11 , of about 5 cm diameter, which has a length of about 135 cm, with 38 perpendicular criss-crossed holes 12, each of which accomodated a `- 128~Z92 dia1ysis cell 13. These are spaced at 3 cm intervals and separated by flexible rubber seals 14. At the ends of the sampler there are provided two PVC rings 15, which serve to guide the sampler through the well. Such rings 15 can also be provided at predetermined intervals. The dialysis cells are secured in place by nylon screws 16. A coated weight 17 is connected to the lower end of the samplerO
A nylon rope is attached to the upper holding segment 18. The sampler comprises advantageously a number of modular rod-segments 19, which can be connected by the double screw 200 The individual lO dialysis cells 13 are build of modified polyethylene vials 21, open at both ends, which are provided with closure rings 22 and 23, respectively, and with dialysis membranes 24 and 25, which can thus be easily replaced, and which are thus securely held in place.
The cells are filled with distilled water, or any other solùtions l5 closed by the membranes at both ends, and the sampler is introduced into the water (well, lake or the like) which is to be sampled and left to equilibrate with the surroundings. The sampler can thus be used with any water profile, be it a natural one or not. It can be used to determine the mineral content of ground water, for quality 20 control in industrial processes, to determine contamination by oil spills etc.
It is also possible to introduce electrodes into certain cells, and thus mor,itor from the surface the conductivity of the water in the cellg which is indicative of ion content in the cell.
In order to determine empirically the equilibration time of the novel sampling system a laboratory test was performed where six pairs of dialysis cells were submerged in separated baths of a 800 ml '" ~
- ~280292 (C1-=200 my 1-1j N03=100 mg 1 1) that were mixed once each sampling day. (Fig. 5) The performance of the sampler was tested measuring an Electrical Conductivity profile. The salinity gradient was artificially established by introducing a cold saline solution (1 gr cm 3NaC1) at the bottom of a container filled with tap w~ter.
Two consecutive profiles were sampled after an equilibration period of 7 days. (Fig.6) The sampler is advantageously used in a screened well. As one lO of the aims of the system is to monitor the arrival of pollutants to the water table zone, we designed and drilled a research well for this special purpose which is described in Fig.4. The well is located in the deep, sandy and phreatic Coastal Plain aquifer of Israel. The depth to the water table is 27 m and the thickness of the saturated l5 region about 130 m. The well was drilled by a spiral-driller dry method, without addition of water. PVC pipes were utilized. Bonded-on gravel pack screens were placed both above, 3 m, and below, 5 m, the ; water table (Pumpen-Boese-KK Filter 80/0.6jO.7-1.2, D. Klotz, 1979).
The position of the screens in relation to the water table was selected 20 to enable long-term sampling considering the both short and long term fluctuations (monthly to yearly) of the water table. A stainless steel wire mounted on one of the screens was connected to the surface by a PVC coated stainless steel wire.
The dialysis cells filled with distilled water were inserted into 25 the sampler. The sampler, composed of two connected segments of MLFS, (multi-layer-floating sampler) with a total sampling length of 241 cm, was lowered into the research well. It was kept in position by attaching the nylon rope to the well hook. The exact position of the ~X~3~29Z
water table in relation to the dialysis cells was determined connecting both stainless steel insulated wires to an ohmmeter.
The sampler was left for an equiliDration Deriod of 30 days.
The 30 days sampling period was established to allow the re-equilibration of the well-aquifier system to "normal" hydro-chemical conditions after lowering the sampler into the well (flow volocitios in thc~ a(luifier rarl~o rrom 0.5 to 0.01 m.day 1) 12~3029Z
The MLFS is inexpensive and easy to operate. It may be lowered into any existing screened well and its sampling depth is not limited. Its dimensions are a function of the well diameter.
The sampliny volume is mainly defined in the desired sampling intervals.
The test system (sampler and research well), was specially buil~ of PVC to permit also the future study of heavy metals in the water table zone.
The MLFS described was found suitable to obtain undisurbed 10 groundwater samples at small vertical intervals enabling the measurement of chemical profiles in screened wells at any depth.
The sampler can also be used for monitoring bodies of contaminated groundwater.
The device can be used for sampling and measuring the actual 15contaminant fluxes reaching the water table from the unsaturated zone before they are diluted in the main groundwater body.
A floating version of the sampler has further advantageous properties: Buoyancy permits the sampler to fluctuate inside the well according with the monthly variations of the water table. The 20single well dilution method can be applied to study the vertical profile of horizontal velocities in conjunction with the variation of chemical profiles.
In the enclosed drawings, Fig 5 to 7 the following are presented:
.. ... ~ .~. - , , - , 128~292 Fig. 5 Equilibration test of dialysis cells conducted at 22C.
.-C1 , x-N03, o-S0~, each point represents two equilibration tests.
Fig. 6 Electrical conductivity profiles measured in a ~ater tank by MLFS.
Fig. 7 Field profile of E.C., C1 , N03 and 504 as measured by MLFS in ; research well WT-2 (20.9.84).
Claims (4)
1. A sampling device for establishing the concentration and con-centration profile of contaminants or constituents of a liquid to be sampled which are able to permeate through a dialysis membrane, comprising:
an elongated member having a longitudinal axis and having means defining a plurality of throughgoing holes at predetermined intervals, each of said plurality of holes having a longitudinal axis perpendicular to the longitudinal axis of said elongated member; and a plurality of dialysis cells, each of said plurality of cells being dis-posed in one of said plurality of throughgoing holes of said elongated member and each of said plurality of cells having first and second ends and a shape corresponding to a respective one of said plurality of through-going holes in which each of said plurality of cells is disposed so as to fit therewith, and each of said plurality of cells having dialysis mem-branes covering the first and second ends thereof.
an elongated member having a longitudinal axis and having means defining a plurality of throughgoing holes at predetermined intervals, each of said plurality of holes having a longitudinal axis perpendicular to the longitudinal axis of said elongated member; and a plurality of dialysis cells, each of said plurality of cells being dis-posed in one of said plurality of throughgoing holes of said elongated member and each of said plurality of cells having first and second ends and a shape corresponding to a respective one of said plurality of through-going holes in which each of said plurality of cells is disposed so as to fit therewith, and each of said plurality of cells having dialysis mem-branes covering the first and second ends thereof.
2. A sampling device in accordance with claim 1, comprising a plurality of said elongated members, each of said elongated members having a plurality of closely spaced consecutive dialysis cells there-within and being constructed and arranged connected to one another.
3. A method for establishing the chemical profile of the contamin-ants or constituents of a body of liquid comprising :
introducing into the body of liquid a sampling device in a substantially vertical orientation; said sampling device comprising an elongated member having a longitudinal axis and having means defining a plurality of-throughgoing holes at predetermined intervals, each of said plurality of holes having a longitudinal axis perpendicular to a longitudinal axis of said elongated member, and a plurality of dialysis cells, each of said plurality of cells being disposed in one of said plurality of through-going holes of said elongated member and each of said plurality of cells having first and second ends and a shape correponsing to a respective one of said plurality of throughgoing holes in which each of said plurality of cells is disposed so as to fit therewith, and each of said plurality of cells having dialysis membranes covering the first and second ends thereof; leaving said sampling device in place, undisturbed, in the body of liquid until equilibrium is established within each of the dialysis cells of said sampling device; and removing the sampling device from the body of liquid; and analyzing the content of each of said dialysis cells.
introducing into the body of liquid a sampling device in a substantially vertical orientation; said sampling device comprising an elongated member having a longitudinal axis and having means defining a plurality of-throughgoing holes at predetermined intervals, each of said plurality of holes having a longitudinal axis perpendicular to a longitudinal axis of said elongated member, and a plurality of dialysis cells, each of said plurality of cells being disposed in one of said plurality of through-going holes of said elongated member and each of said plurality of cells having first and second ends and a shape correponsing to a respective one of said plurality of throughgoing holes in which each of said plurality of cells is disposed so as to fit therewith, and each of said plurality of cells having dialysis membranes covering the first and second ends thereof; leaving said sampling device in place, undisturbed, in the body of liquid until equilibrium is established within each of the dialysis cells of said sampling device; and removing the sampling device from the body of liquid; and analyzing the content of each of said dialysis cells.
4. A method for establishing the chemical profile of the contaminants or constituents of the ground water in a screened well comprising:
introducing into a screen of the well a sampling device, said sampling device comprising an elongated member having a longitudinal axis and having means defining a plurality of throughgoing holes at predetermined intervals, each of said plurality of holes having a longitudinal axis per-pendicular to a longitudinal axis of said elongated member; and a plurality of dialysis cells, each of said plurality of cells being disposed in one of said plurality of throughgoing holes of said elongated member and each of said plurality of cells having first and second ends and a shape corresponding to a respective one of said plurality of through-going holes in which each of said plurality of cells is disposed so as to fit therewith, and each of said plurality of cells having dialysis mem-branes covering the first and second ends thereof;
a plurality of disk-shaped seals extending in a plane perpendicular to the longitudinal axis of said elongated member, one of said plurality of seals being disposed between each of said plurality of cells, each of said plurality of seals having a diameter slightly less than that of the screen into which the sampling device is to be inserted so as to seal each of said plurality of cells from the other cells of the device;
leaving said sampling device in place, undisturbed, in the well until equilibrium is established within each of the dialysis cells of said sampling device; removing the sampling device from the well; and analyzing the content of each of said dialysis cells.
introducing into a screen of the well a sampling device, said sampling device comprising an elongated member having a longitudinal axis and having means defining a plurality of throughgoing holes at predetermined intervals, each of said plurality of holes having a longitudinal axis per-pendicular to a longitudinal axis of said elongated member; and a plurality of dialysis cells, each of said plurality of cells being disposed in one of said plurality of throughgoing holes of said elongated member and each of said plurality of cells having first and second ends and a shape corresponding to a respective one of said plurality of through-going holes in which each of said plurality of cells is disposed so as to fit therewith, and each of said plurality of cells having dialysis mem-branes covering the first and second ends thereof;
a plurality of disk-shaped seals extending in a plane perpendicular to the longitudinal axis of said elongated member, one of said plurality of seals being disposed between each of said plurality of cells, each of said plurality of seals having a diameter slightly less than that of the screen into which the sampling device is to be inserted so as to seal each of said plurality of cells from the other cells of the device;
leaving said sampling device in place, undisturbed, in the well until equilibrium is established within each of the dialysis cells of said sampling device; removing the sampling device from the well; and analyzing the content of each of said dialysis cells.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| IL76275A IL76275A (en) | 1985-09-02 | 1985-09-02 | Water sampling system |
| IL76275 | 1985-09-02 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA1280292C true CA1280292C (en) | 1991-02-19 |
Family
ID=11056200
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA000517104A Expired - Lifetime CA1280292C (en) | 1985-09-02 | 1986-08-28 | Water sampling system |
Country Status (9)
| Country | Link |
|---|---|
| US (1) | US4857473A (en) |
| AU (1) | AU587492B2 (en) |
| CA (1) | CA1280292C (en) |
| DE (1) | DE3629870C2 (en) |
| ES (1) | ES2003089A6 (en) |
| FR (1) | FR2586810B3 (en) |
| GB (1) | GB2181544B (en) |
| IL (1) | IL76275A (en) |
| NL (1) | NL8602215A (en) |
Families Citing this family (32)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5010776A (en) * | 1989-05-04 | 1991-04-30 | Iit Research Institute | Environmental contamination detection and analyzing system and method |
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| US5237878A (en) * | 1991-07-02 | 1993-08-24 | Sematech, Inc. | Apparatus and method for sampling ultra-pure chemical |
| DE4125141A1 (en) * | 1991-07-30 | 1993-02-04 | Ieg Ind Engineering Gmbh | MEASUREMENT SAMPLING DEVICE |
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| DE4242806A1 (en) * | 1992-12-17 | 1994-06-23 | Siemens Ag | Sensor hose |
| ES2069475B1 (en) * | 1993-06-10 | 1996-01-01 | Univ Leon | DEVICE FOR THE COLLECTION OF SAMPLES OF BIOPELICULA IN BACTERIAL BED TREATMENT PLANTS. |
| DE4329729A1 (en) * | 1993-09-03 | 1995-03-09 | Ieg Ind Engineering Gmbh | Method and device for taking gas or liquid samples from different layers |
| IL113211A0 (en) * | 1995-03-31 | 1995-06-29 | Yeda Res & Dev | Colloids analysis method and device |
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| DE19726813C2 (en) * | 1997-06-25 | 2003-03-27 | Bischoff Wolf Anno | Method for determining the displacement of substances dissolved in soil water and device for carrying out the method |
| US6296760B1 (en) * | 1999-03-03 | 2001-10-02 | The United States Of America As Represented By The Secretary Of The Interior | Device for the removal and concentration of ionic metal species from water |
| DE10042074A1 (en) * | 2000-08-16 | 2002-03-07 | Ufz Leipzighalle Gmbh | Passive collector for extraction of dissolved organic compounds, useful for monitoring pesticides, comprises sorbent body placed inside membrane chamber |
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| US7927883B2 (en) | 2007-11-09 | 2011-04-19 | The Regents Of The University Of California | In-situ soil nitrate ion concentration sensor |
| WO2009105241A1 (en) * | 2008-02-22 | 2009-08-27 | The Johns Hopkins University | Methods and systems for ground and surface water sampling and analysis |
| JP4468464B2 (en) * | 2008-03-28 | 2010-05-26 | 株式会社東芝 | Flexible printed wiring board and electronic device |
| GB2477075A (en) * | 2008-06-04 | 2011-07-20 | Hamid Reza Mohammad Pouran | Environmental suspended objects sampling system |
| KR101168046B1 (en) | 2010-08-09 | 2012-07-24 | 한국지질자원연구원 | Apparatus and method for groundwater sampling using hydraulic coupler |
| US9709471B2 (en) | 2010-09-07 | 2017-07-18 | Unibest International, Llc | Environmental sampler and methods of use in soils and fields |
| CN102175492B (en) * | 2011-01-18 | 2013-04-17 | 中国科学院广州地球化学研究所 | Multi-stage deposit pore water sampler |
| CN103048162B (en) * | 2012-12-14 | 2015-05-06 | 中国科学院广州地球化学研究所 | Gradually-rising spiral passive sampler for organic pollutants on water-sediment interface |
| CN103278352B (en) * | 2013-05-31 | 2016-03-30 | 浙江大学 | Synchronously can gather the hydrophore of multilayer water sample by depthkeeping |
| US10408810B2 (en) | 2015-03-02 | 2019-09-10 | Unibest International, Llc | Methods and apparatus for determining fertilizer/treatment requirements and/or predicting plant growth response |
| CN105758677B (en) * | 2016-05-04 | 2019-01-04 | 菏泽学院 | A kind of liquid layered sampler and the method to liquid progress Stratified Sampling |
| USD804340S1 (en) | 2016-08-04 | 2017-12-05 | Nancy Diane Massa | Water sampling and monitoring station |
| USD804976S1 (en) | 2016-08-04 | 2017-12-12 | Nancy Diane Massa | Shelf for water sampling and monitoring station |
| RU2666909C1 (en) * | 2017-03-14 | 2018-09-13 | Закрытое Акционерное Общество "Владисарт" | Portable kit for microbiological analysis of water media |
| CN117108277B (en) * | 2023-10-20 | 2024-01-09 | 大庆汇丰达石油科技开发有限公司 | Wellhead full liquid sampling device |
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| GB564683A (en) * | 1943-08-16 | 1944-10-09 | Reginald Gordon Mitchell | Sampling apparatus |
| DE931200C (en) * | 1953-10-03 | 1955-08-04 | Deutsche Linoleum Werke Ag | Siphon for taking average samples from horizontal kettles |
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| GB1354286A (en) * | 1970-05-13 | 1974-05-22 | Bagshawe K D | Performance of routine chemical reactions |
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| SU638861A1 (en) * | 1976-06-14 | 1978-12-25 | Северо-Кавказский филиал Всесоюзного научно-исследовательского института механизации сельского хозяйства | Device for trapping particles from air |
| SU779851A1 (en) * | 1978-05-22 | 1980-11-15 | За витель | Gradient bathometer |
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| DE3516080A1 (en) * | 1985-05-04 | 1986-11-06 | Proton AG, Zug | SAMPLING PROBE |
-
1985
- 1985-09-02 IL IL76275A patent/IL76275A/en not_active IP Right Cessation
-
1986
- 1986-08-27 FR FR8612116A patent/FR2586810B3/en not_active Expired
- 1986-08-28 CA CA000517104A patent/CA1280292C/en not_active Expired - Lifetime
- 1986-08-29 US US06/901,791 patent/US4857473A/en not_active Expired - Fee Related
- 1986-08-29 ES ES8601482A patent/ES2003089A6/en not_active Expired
- 1986-09-01 AU AU62143/86A patent/AU587492B2/en not_active Ceased
- 1986-09-01 GB GB8621104A patent/GB2181544B/en not_active Expired
- 1986-09-02 NL NL8602215A patent/NL8602215A/en not_active Application Discontinuation
- 1986-09-02 DE DE3629870A patent/DE3629870C2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| GB8621104D0 (en) | 1986-10-08 |
| FR2586810B3 (en) | 1988-03-25 |
| GB2181544A (en) | 1987-04-23 |
| IL76275A (en) | 1989-02-28 |
| GB2181544B (en) | 1989-10-18 |
| AU587492B2 (en) | 1989-08-17 |
| IL76275A0 (en) | 1986-01-31 |
| ES2003089A6 (en) | 1988-10-16 |
| DE3629870C2 (en) | 1995-02-23 |
| AU6214386A (en) | 1987-03-05 |
| FR2586810A1 (en) | 1987-03-06 |
| NL8602215A (en) | 1987-04-01 |
| US4857473A (en) | 1989-08-15 |
| DE3629870A1 (en) | 1987-03-05 |
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| MKLA | Lapsed |